6982AF20B000008.pdf

INVITATION FOR BID

SOLICITATION NUMBER: 6982AF20B000008

SOLICITATION TYPE: FULL AND OPEN COMPETITION

PROJECT NUMBER: CO FLAP US50(1)

PROJECT NAME: LITTLE BLUE CREEK CANYON

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 FLAP US50(1)

LOCATION LITTLE BLUE CREEK CANYON

COUNTY GUNNISON

STATE COLORADO

LENGTH SCHEDULE A: 2.14 MILES

SCHEDULE B: 4.17 MILES

TYPE OF IMPROVEMENT ROAD RECONSTRUCTION &

REHABILITATION, ROCK EXCAVATION,

ROCKFALL MITIGATION, ROADWAY

EXCAVATION, RETAINING WALLS,

GRADING, DRAINAGE, AGGREGATE

BASE AND ASPHALT

TABLE OF CONTENTS

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

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

Basis for Award and Bid Schedule ................................................................................ A-4

Solicitation Provisions .....................................................................................................B-7

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

Construction Wage Rate Requirement............................................................................ D-1

Division 100 ..................................................................................................................... E-1

Division 150 ................................................................................................................... E-26 Division 200 ................................................................................................................... E-42 Division 300 ................................................................................................................... E-94

Division 400 ................................................................................................................... E-95 Division 500 ................................................................................................................. E-110

Division 600 ................................................................................................................. E-126 Division 700 ................................................................................................................. E-153

APPENDICES

Appendix A ...........................................................................Subcontracting Plan Template

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

PROJECT OVERVIEW

The project is located in Montrose, Colorado, approximately 30 miles east of Montrose, CO and 33 miles west of Gunnison, CO. The Route is classified as a rural collector within the project vicinity and is on the National Highway System. The Route runs east and west across the country, from Ocean City, MD through Sacramento, CA. The Route provides access to various Federal Lands, including The Black Canyon of the Gunnison National Park, Curecanti National Recreational Area, BLM land and USFS land.

The general scope of improvements is to reconstruct the existing 4.17 miles to provide a consistent

12-foot travel way with variable shoulders between 4 to 8-foot. The work will also include the addition of 1.5 miles of climbing lanes.

Proposed new construction work includes large scale rock excavation and embankment, roadway realignment, roadway and ditch widening, MSE retaining walls, drainage culvert installation, guardrail, aggregate base, asphalt concrete pavement, minor bridge and bridge railing work, pavement markings, traffic closure restrictions and night work, traffic control, public information program and signs.

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-5

• Bid Schedule Pages A-6 through A-25

• Completed an applicable Authority to Bind certificate, pages A-26 through A-30

• Buy American Act & Hazardous Materials, Pages A-31 through A-32

• 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 the VETS-4212 declaration, Page A-ii; Bidders’ Information, Pages B-3 through B-6.

• Annual Representations and Certifications (FAR Provision 52.204-8) and Certification Regarding Responsibility Matters (FAR Provision 52.209-5).

A-ii

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.

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.

Please Note: U.S. Mailing providers such as: FedEx; UPS and USPS, have been experiencing a large volume due to COVID-19. Please plan the mailing of your bids accordingly. Late Bids will not be considered and processed in accordance with FAR provision 52.214-7.

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.beta.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 .

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/browse/index/far.

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 3 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. Please complete the certification listed in paragraph (b) of FAR Provision 52.204-8 Annual Representation and

Certifications. The System for Award Management (SAM) is the Official U.S. Government system that consolidated the capabilities of CCR/FedReg, ORCA, and EPLS. Please include NAICS 237310 in SAM. Before submitting bids, please ensure you have completed your annual representations and certifications electronically at the SAM website at www.sam.gov.

Vets-4212 Reporting: - The Contractor must complete the report if required. See reporting requirements at: www.dol.gov/vets/programs/fcp/main.htm.

http://www.beta.sam.gov/ https://flh.fhwa.dot.gov/resources/specs/ mailto:report.center@dot.gov https://www.acquisition.gov/browse/index/far http://www.sam.gov/ http://www.sam.gov/ http://www.dol.gov/vets/programs/fcp/main.htm

A-iii

My firm had a qualifying Federal Contract in 2019 and has complied with the reporting requirements.

My firm did not have a qualifying Federal Contract in 2019 and is therefore exempt from the reporting requirements

This Solicitation Contains a Price Evaluation Factor - The Government will apply a factor of 10% to an apparent low bid submitted by a large business when we also receive a bid from a certified HUBZone small business concern (SBC). The 10% factor does not apply to apparent low bids submitted by small businesses. 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 52.236-1, Performance of Work by the Contractor does not apply.

A qualified HUBZone SBC receiving a contract under this solicitation for general construction must:

(i) At least 15 percent of the cost of contract performance to be incurred for personnel will be spent on the prime contractor’s employees;

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.

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.

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).

http://osdbuweb.dot.gov/

A-iv

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON OCTOBER 6, 2020

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at http://www.beta.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 bid opening, 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) http://web.sba.gov/subnet/ so that small businesses can 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 mailto:CFLContracts@dot.gov http://www.beta.sam.gov/ http://web.sba.gov/subnet/

A-v

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 http://www.sam.gov.

See Appendix A 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 2020)

Business Size Goal (% )

SB 48.0%

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 http://www.sam.gov/ https://highways.dot.gov/federal-lands/estimates/eebacs-guide

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF20B000008

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

08/31/2020

PAGE OF

PAGES

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

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

CO FLAP US50(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:

Ryan Phillips, 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 10/15/20 (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

X

X

X

X

A-1

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-2

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 www.beta.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 $35 and $45 million.

A-3 http://www.beta.sam.gov/

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of two schedules. 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.

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item necessary to complete all contract work in Schedule A and Schedule B.

The Government will evaluate the total of Schedule B first. If funds are not available for Schedule B at the time of award, the Government will evaluate Schedule A.

Accordingly, award of contract, if made, will be made to the lowest responsive, responsible bidder, if funds are available.

A-4

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-5

A - 6

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 FLAP US50(1)

Project Name:Little Blue Creek Canyon

A - 7

Contract Quantity Pay Items

41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK)

56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE)

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

4 EACH $____________ $____________

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

30 EACH $____________ $____________

A0100 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

2.392 MILE $____________ $____________

A0120 15236-2000 SURVEY CONTROL, GRADE FINISHING

4.510 MILE $____________ $____________

A0140 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0160 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0180 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0200 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL)

ALL LPSM $___LPSM_____ $____________

A0220 15701-0000 SOIL EROSION CONTROL (NON-STORMWATER CONTROL)

ALL LPSM $___LPSM_____ $____________

A0240 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 8

A0260 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0300 20101-0000 CLEARING AND GRUBBING

33.0 ACRE $____________ $____________

A0320 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

A0340 20301-0700 REMOVAL OF DELINEATOR

80 EACH $____________ $____________

A0360 20301-1100 REMOVAL OF GATE

4 EACH $____________ $____________

A0380 20301-1900 REMOVAL OF PIPE CULVERT

30 EACH $____________ $____________

A0400 20301-2400 REMOVAL OF SIGN

50 EACH $____________ $____________

A0420 20302-0700 REMOVAL OF FENCE

17,500 LNFT $____________ $____________

A0440 20302-1200 REMOVAL OF GUARDRAIL

4,800 LNFT $____________ $____________

A0460 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER

1,550 LNFT $____________ $____________

A0480 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 1)

30 SQYD $____________ $____________

A0500 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 2)

30 SQYD $____________ $____________

A0520 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 3)

5.0 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0540 20401-0000 ROADWAY EXCAVATION

129,000 CUYD $____________ $____________

A0560 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

A0580 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

560 CUYD $____________ $____________

A0600 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

135 CUYD $____________ $____________

A0620 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

360 CUYD $____________ $____________

A0640 25112-2400 PARTIALLY GROUTED RIPRAP, METHOD B, CLASS 4

1,220 CUYD $____________ $____________

A0660 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

1,800 CUYD $____________ $____________

A0680 25210-0000 ROCKERY

4,800 SQFT $____________ $____________

A0700 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

300 SQYD $____________ $____________

A0720 25701-1000 CONTRACTOR FURNISHED GEOSYNTHETIC REINFORCED SOIL (GRS)

RETAINING WALL DESIGN

ALL LPSM $___LPSM_____ $____________

A0740 26001-0000 ROCK BOLT

820 LNFT $____________ $____________

A0760 26002-0000 ROCK DOWEL

4,700 LNFT $____________ $____________

A0780 26201-0000 GEOSYNTHETIC REINFORCED SOIL (GRS) RETAINING WALL

54,000 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0800 30101-0000 AGGREGATE BASE (CLASS 6)

38,000 TON $____________ $____________

A0860 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

14,100 TON $____________ $____________

A0880 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

140.0 TON $____________ $____________

A0920 40601-0000 FOG SEAL

22.0 TON $____________ $____________

A0940 41102-1000 PRIME COAT, METHOD 1

51,000 SQYD $____________ $____________

A0960 41105-0000 BLOTTER

75 TON $____________ $____________

A0980 41201-0000 TACK COAT

23.0 TON $____________ $____________

A1000 41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK)

549 SQYD $____________ $____________

A1020 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

2,500 SQYD $____________ $____________

A1040 55221-0000 REPAIR CONCRETE (CDOT DECK PATCHING)

5.0 CUYD $____________ $____________

A1060 55222-0000 REPAIR CONCRETE (CURB)

ALL LPSM $___LPSM_____ $____________

A1080 55603-1000 REMOVE AND RESET BRIDGE RAILING

ALL LPSM $___LPSM_____ $____________

A1100 56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE)

549 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

A1120 60103-0240 CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

5 EACH $____________ $____________

A1140 60201-0600 18-INCH PIPE CULVERT (CMP)

100 LNFT $____________ $____________

A1160 60201-0800 24-INCH PIPE CULVERT (CMP)

180 LNFT $____________ $____________

A1180 60201-1000 36-INCH PIPE CULVERT (CMP)

1,300 LNFT $____________ $____________

A1200 60201-1200 48-INCH PIPE CULVERT (CMP)

320 LNFT $____________ $____________

A1220 60201-1300 54-INCH PIPE CULVERT (CMP)

500 LNFT $____________ $____________

A1240 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (CMP)

4 EACH $____________ $____________

A1260 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CMP)

6 EACH $____________ $____________

A1280 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (CMP)

17 EACH $____________ $____________

A1300 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (CMP)

7 EACH $____________ $____________

A1320 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT (CMP)

1 EACH $____________ $____________

A1340 60212-1000 ELBOW, 36-INCH

3 EACH $____________ $____________

A1360 60212-1200 ELBOW, 48-INCH

1 EACH $____________ $____________

A1380 60403-0000 INLET (TYPE D)

16 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 12

A1400 60403-0000 INLET (VANE GRATE INLET)

1 EACH $____________ $____________

A1420 60501-0000 STANDARD UNDERDRAIN SYSTEM

2,500 LNFT $____________ $____________

A1440 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH (CMP)

2 EACH $____________ $____________

A1460 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

735 LNFT $____________ $____________

A1480 60908-1000 PAVED DITCH, ASPHALT

325 SQYD $____________ $____________

A1500 61701-4100 GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A

50 LNFT $____________ $____________

A1520 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

7,000 LNFT $____________ $____________

A1540 61702-0000 TERMINAL SECTION (TYPE 3K)

1 EACH $____________ $____________

A1560 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

1 EACH $____________ $____________

A1580 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

2 EACH $____________ $____________

A1600 61702-1700 TERMINAL SECTION, TYPE MGS-BAT

1 EACH $____________ $____________

A1620 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3S)

100 LNFT $____________ $____________

A1640 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G)

50 LNFT $____________ $____________

A1660 61801-0000 CONCRETE BARRIER (TYPE 9 SINGLE SLOPE BARRIER)

780 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 13

A1680 61901-0000 FENCE (SNOW FENCE)

1,200 LNFT $____________ $____________

A1700 61901-0000 FENCE (WILDLIFE FRIENDLY)

17,800 LNFT $____________ $____________

A1720 61902-0000 GATE

5 EACH $____________ $____________

A1740 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

100 HOUR $____________ $____________

A1760 62201-0350 BACKHOE

40 HOUR $____________ $____________

A1780 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1800 62201-2750 MOTOR GRADER

60 HOUR $____________ $____________

A1820 62201-3000 HYDRAULIC EXCAVATOR

200 HOUR $____________ $____________

A1840 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A1860 62302-0100 SPECIAL LABOR, SLOPE SCALING

1,100 HOUR $____________ $____________

A1880 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

60 HOUR $____________ $____________

A1900 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

100 HOUR $____________ $____________

A1920 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

71,000 SQYD $____________ $____________

A1940 62510-2000 SEEDING, HYDRAULIC METHOD

13.5 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 14

A1960 62515-2000 MULCHING, HYDRAULIC METHOD

13.5 ACRE $____________ $____________

A1980 62632-0000 PLANTINGS (WILLOW STAKES)

ALL LPSM $___LPSM_____ $____________

A2000 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

13,000 SQYD $____________ $____________

A2020 63301-0000 SIGN SYSTEM

45 EACH $____________ $____________

A2040 63309-0100 DELINEATOR, TYPE 1

130 EACH $____________ $____________

A2060 63309-0200 DELINEATOR, TYPE 2

5 EACH $____________ $____________

A2080 63309-0300 DELINEATOR, TYPE 3

85 EACH $____________ $____________

A2100 63326-0000 MUMBLE STRIP

2.5 MILE $____________ $____________

A2120 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID

4.40 MILE $____________ $____________

A2140 63412-0700 RECESSED PAVEMENT MARKINGS, TYPE D, SOLID

4.40 MILE $____________ $____________

A2160 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

A2180 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

ALL LPSM $___LPSM_____ $____________

A2200 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

20 EACH $____________ $____________

A2220 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

1,050 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 15

A2240 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

450 EACH $____________ $____________

A2260 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

38 EACH $____________ $____________

A2280 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

10 EACH $____________ $____________

A2300 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

4 EACH $____________ $____________

A2320 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

A2340 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

6,000 LNFT $____________ $____________

A2360 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

A2380 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

4,000 SQFT $____________ $____________

A2400 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

23.0 MILE $____________ $____________

A2420 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

34,000 HOUR $____________ $____________

A2440 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

5,000 HOUR $____________ $____________

A2460 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH

9,100 SQYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A - 16

Contract Quantity Pay Items

41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK)

56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE)

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

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

B0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD

14 EACH $____________ $____________

B0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

40 EACH $____________ $____________

B0100 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

4.419 MILE $____________ $____________

B0120 15236-2000 SURVEY CONTROL, GRADE FINISHING

8.564 MILE $____________ $____________

B0140 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

B0160 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0180 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0200 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL)

ALL LPSM $___LPSM_____ $____________

B0220 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL)

ALL LPSM $___LPSM_____ $____________

B0240 15701-0000 SOIL EROSION CONTROL (NON-STORMWATER CONTROL)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 17

B0260 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

B0280 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

B0300 20101-0000 CLEARING AND GRUBBING

62.0 ACRE $____________ $____________

B0320 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

B0340 20301-0700 REMOVAL OF DELINEATOR

155 EACH $____________ $____________

B0360 20301-1100 REMOVAL OF GATE

4 EACH $____________ $____________

B0380 20301-1900 REMOVAL OF PIPE CULVERT

35 EACH $____________ $____________

B0400 20301-2400 REMOVAL OF SIGN

70 EACH $____________ $____________

B0420 20302-0700 REMOVAL OF FENCE

17,500 LNFT $____________ $____________

B0440 20302-1200 REMOVAL OF GUARDRAIL

10,400 LNFT $____________ $____________

B0460 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER

1,550 LNFT $____________ $____________

B0480 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 1)

30 SQYD $____________ $____________

B0500 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 2)

30 SQYD $____________ $____________

B0520 20303-0200 REMOVAL OF BRIDGE DECK (CDOT CLASS 3)

5.0 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 18

B0540 20401-0000 ROADWAY EXCAVATION

160,500 CUYD $____________ $____________

B0560 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

B0580 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

560 CUYD $____________ $____________

B0600 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

225 CUYD $____________ $____________

B0620 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

360 CUYD $____________ $____________

B0640 25112-2400 PARTIALLY GROUTED RIPRAP, METHOD B, CLASS 4

1,220 CUYD $____________ $____________

B0660 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

1,800 CUYD $____________ $____________

B0680 25210-0000 ROCKERY

4,800 SQFT $____________ $____________

B0700 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

300 SQYD $____________ $____________

B0720 25701-1000 CONTRACTOR FURNISHED GEOSYNTHETIC REINFORCED SOIL (GRS)

RETAINING WALL DESIGN

ALL LPSM $___LPSM_____ $____________

B0740 26001-0000 ROCK BOLT

820 LNFT $____________ $____________

B0760 26002-0000 ROCK DOWEL

4,700 LNFT $____________ $____________

B0780 26201-0000 GEOSYNTHETIC REINFORCED SOIL (GRS) RETAINING WALL

54,000 SQFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 19

B0820 30101-0000 AGGREGATE BASE (CLASS 6)

72,000 TON $____________ $____________

B0840 30401-5900 FULL DEPTH RECLAMATION, METHOD 2, 12-INCH DEPTH

0.700 MILE $____________ $____________

B0860 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

31,000 TON $____________ $____________

B0900 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

310.0 TON $____________ $____________

B0940 40601-0000 FOG SEAL

48.0 TON $____________ $____________

B0960 41102-1000 PRIME COAT, METHOD 1

113,000 SQYD $____________ $____________

B0980 41105-0000 BLOTTER

160 TON $____________ $____________

B1000 41201-0000 TACK COAT

49.0 TON $____________ $____________

B1020 41301-0000 ASPHALT PAVEMENT MILLING (BRIDGE DECK)

549 SQYD $____________ $____________

B1040 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

2,500 SQYD $____________ $____________

B1060 55221-0000 REPAIR CONCRETE (CDOT DECK PATCHING)

5.0 CUYD $____________ $____________

B1080 55222-0000 REPAIR CONCRETE (CURB)

ALL LPSM $___LPSM_____ $____________

B1100 55603-1000 REMOVE AND RESET BRIDGE RAILING

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 20

B1120 56901-0000 CONCRETE OVERLAY (POLYESTER CONCRETE)

549 SQYD $____________ $____________

B1140 60103-0240 CONCRETE, HEADWALL FOR 54-INCH PIPE CULVERT

5 EACH $____________ $____________

B1160 60201-0600 18-INCH PIPE CULVERT (CMP)

220 LNFT $____________ $____________

B1180 60201-0800 24-INCH PIPE CULVERT (CMP)

250 LNFT $____________ $____________

B1200 60201-1000 36-INCH PIPE CULVERT (CMP)

1,900 LNFT $____________ $____________

B1220 60201-1200 48-INCH PIPE CULVERT (CMP)

320 LNFT $____________ $____________

B1240 60201-1300 54-INCH PIPE CULVERT (CMP)

500 LNFT $____________ $____________

B1260 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (CMP)

8 EACH $____________ $____________

B1280 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CMP)

8 EACH $____________ $____________

B1300 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (CMP)

23 EACH $____________ $____________

B1320 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (CMP)

7 EACH $____________ $____________

B1340 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT (CMP)

1 EACH $____________ $____________

B1360 60212-1000 ELBOW, 36-INCH

3 EACH $____________ $____________

B1380 60212-1200 ELBOW, 48-INCH

1 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 21

B1400 60403-0000 INLET (TYPE D)

20 EACH $____________ $____________

B1420 60403-0000 INLET (VANE GRATE INLET)

1 EACH $____________ $____________

B1440 60501-0000 STANDARD UNDERDRAIN SYSTEM

2,500 LNFT $____________ $____________

B1460 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH (CMP)

2 EACH $____________ $____________

B1480 60704-0000 CLEANING CULVERT IN PLACE

2 EACH $____________ $____________

B1500 60901-1200 CURB, CONCRETE, 14-INCH DEPTH

735 LNFT $____________ $____________

B1520 60908-1000 PAVED DITCH, ASPHALT

325 SQYD $____________ $____________

B1540 61701-4100 GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A

50 LNFT $____________ $____________

B1560 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

12,000.0 LNFT $____________ $____________

B1580 61702-0000 TERMINAL SECTION (TYPE 3K)

1 EACH $____________ $____________

B1600 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

1 EACH $____________ $____________

B1620 61702-1600 TERMINAL SECTION, TYPE MGS FLARED

10 EACH $____________ $____________

B1640 61702-1700 TERMINAL SECTION, TYPE MGS-BAT

1 EACH $____________ $____________

B1660 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3G)

50 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 22

B1680 61707-0000 STRUCTURE TRANSITION RAILING (TYPE 3S)

100 LNFT $____________ $____________

B1700 61801-0000 CONCRETE BARRIER (TYPE 9 SINGLE SLOPE BARRIER)

780 LNFT $____________ $____________

B1720 61901-0000 FENCE (STEEL SNOW FENCE)

1,200 LNFT $____________ $____________

B1740 61901-0000 FENCE (WILDLIFE FRIENDLY)

17,800 LNFT $____________ $____________

B1760 61902-0000 GATE

5 EACH $____________ $____________

B1780 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

120 HOUR $____________ $____________

B1800 62201-0350 BACKHOE

80 HOUR $____________ $____________

B1820 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

120 HOUR $____________ $____________

B1840 62201-2750 MOTOR GRADER

80 HOUR $____________ $____________

B1860 62201-3000 HYDRAULIC EXCAVATOR

240 HOUR $____________ $____________

B1880 62301-0000 GENERAL LABOR

120 HOUR $____________ $____________

B1900 62302-0100 SPECIAL LABOR, SLOPE SCALING

1,100 HOUR $____________ $____________

B1920 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

80 HOUR $____________ $____________

B1940 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

120 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 23

B1960 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

136,000 SQYD $____________ $____________

B1980 62510-2000 SEEDING, HYDRAULIC METHOD

26.0 ACRE $____________ $____________

B2000 62515-2000 MULCHING, HYDRAULIC METHOD

26.0 ACRE $____________ $____________

B2020 62632-0000 PLANTINGS (WILLOW STAKES)

ALL LPSM $___LPSM_____ $____________

B2040 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

13,000 SQYD $____________ $____________

B2060 63301-0000 SIGN SYSTEM (FLASHING BEACON)

1 EACH $____________ $____________

B2080 63301-0000 SIGN SYSTEM

75 EACH $____________ $____________

B2100 63309-0100 DELINEATOR, TYPE 1

230 EACH $____________ $____________

B2120 63309-0200 DELINEATOR, TYPE 2

40 EACH $____________ $____________

B2140 63309-0300 DELINEATOR, TYPE 3

120 EACH $____________ $____________

B2160 63326-0000 MUMBLE STRIP

7.5 MILE $____________ $____________

B2180 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID

7.90 MILE $____________ $____________

B2200 63402-0800 PAVEMENT MARKINGS, TYPE D, BROKEN

0.80 MILE $____________ $____________

B2220 63412-0700 RECESSED PAVEMENT MARKINGS, TYPE D, SOLID

9.00 MILE $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 24

B2240 63412-0800 RECESSED PAVEMENT MARKINGS, TYPE D, BROKEN

1.50 MILE $____________ $____________

B2260 63413-0050 RECESSED PAVEMENT MARKINGS, SYMBOLS (THERMOPLASTIC)

6 EACH $____________ $____________

B2280 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ALL LPSM $___LPSM_____ $____________

B2300 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

ALL LPSM $___LPSM_____ $____________

B2320 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

20 EACH $____________ $____________

B2340 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

1,050 EACH $____________ $____________

B2360 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

450 EACH $____________ $____________

B2380 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

38 EACH $____________ $____________

B2400 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

10 EACH $____________ $____________

B2420 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

4 EACH $____________ $____________

B2440 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

B2460 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

6,000 LNFT $____________ $____________

B2480 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,000 LNFT $____________ $____________

B2500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

4,000 SQFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

A - 25

B2520 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

26.5 MILE $____________ $____________

B2540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

38,000 HOUR $____________ $____________

B2560 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

6,000 HOUR $____________ $____________

B2580 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH

9,100 SQYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Base

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

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-26

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

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-27

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…