Project Manual.pdf

INVITATION TO BID

BID SPECIFICATIONS AND CONTRACT DOCUMENTS

for

CASSVILLE WHITE ROAD

PHASE II

P.I. NO. 0015145

ITB-26-35-006

OWNER: BARTOW COUNTY

CONTRACTING AGENCY:

BARTOW COUNTY

135 W Cherokee Ave Suite 251

Cartersville, GA 30120

(770) 607-6265

Prepared by:

Bartow County MPO Staff

BID # ITB-26-35-006

FINAL FOR ADVERTISING – 8/28/2026

PROJECT MANUAL

Bartow County, Georgia Cassville-White Road Phase II

P.I. No. 0015145

CPL PROJECT NO.: R20.14159.01

Engineer Owner CPL Bartow County 3011 Sutton Gate Drive 135 W. Cherokee Ave Suite 130 Suite 124 Suwanee, GA 30024 Cartersville, GA 30120 770-831-9000 770-387-5067

BARTOW COUNTY CASSVILLE-WHITE RD PH II

TABLE OF CONTENTS 000110 - 1

SECTION 000110 - TABLE OF CONTENTS

000110 TABLE OF CONTENTS

000115 LIST OF DRAWINGS

001113 ADVERTISEMENT FOR BID

002100 INSTRUCTIONS TO BIDDERS

004100 BID FORM

004310 BID BOND

005100 NOTICE OF AWARD

005200 AGREEMENT BETWEEN OWNER AND CONTRACTOR

005410 CERTIFICATE OF OWNER’S ATTORNEY

005500 NOTICE TO PROCEED

006100 PERFORMANCE BOND

006115 PAYMENT BOND

006276 CONTRACTOR’S APPLICATION FOR PAYMENT

006516 CERTIFICATE OF SUBSTANTIAL COMPLETION

007000 GENERAL CONDITIONS

008000 SUPPLEMENTERY CONDITIONS

009439 FIELD ORDER

009463 CHANGE ORDER

WAGE RATES

REQUIRED PROVISIONS FOR BID PROPOSALS

GDOT CONTRACT DOCUMENTS

END OF SECTION 000110

LIST OF DRAWINGS 000115 - 1

SECTION 000115 – LIST OF DRAWINGS

01-0001 COVER SHEET

01-0002 SIGNATURE SHEET

02-0001 INDEX

03-0001 REVISION SUMMARY

04-0001 – 04-0007 GENERAL NOTES

05-0001 – 05-0011 TYPICAL SECTIONS

06-0001 – 06-0012 SUMMARY OF QUANTITIES

10-0001 – 10-0002 TRAFFIC DIAGRAM SHEETS

11-0001 – 11-0005 CONSTRUCTION LAYOUT

13-0001 – 13-0030 CONSTRUCTION PLANS

15-0001 – 15-0015 MAINLINE ROADWAY PROFILE

16-0001 – 16-0012 CROSSROAD PROFILES

17-0001 – 17-0002 DRIVEWAY PROFILES

18-0001 – 18-0002 SPECIAL GRADING PLAN

19-0001 – 19-0048 CONSTRUCTION STAGING PLANS (STAGE 1)

19-0049 – 19-0067 CONSTRUCTION STAGING PLANS (STAGE 2A)

19-0068 – 19-0071 CONSTRUCTION STAGING PLANS (STAGE 2A DRWY)

19-0072 – 19-0082 CONSTRUCTION STAGING PLANS (STAGE 2B)

19-0083 – 19-0091 CONSTRUCTION STAGING PLANS (STAGE 2C)

19-0092 – 19-0104 CONSTRUCTION STAGING PLANS (STAGE 2D)

19-0105 – 19-0126 CONSTRUCTION STAGING PLANS (STAGE 2E)

19-0127 – 19-0176 CONSTRUCTION STAGING PLANS (STAGE 3A)

19-0177 – 19-0194 CONSTRUCTION STAGING PLANS (STAGE 3B)

19-0195 – 19-0204 CONSTRUCTION STAGING PLANS (STAGE 4)

19-0205 – 19-0211 CONSTRUCTION STAGING PLANS (STAGE 5)

21-0001 – 21-0008 DRAINAGE AREA MAP

22-0001 – 22-0028 DRAINAGE PROFILES

23-0001 – 23-0050 CROSS SECTIONS

24-0000 – 24-0030 UTILITY PLANS

25-0001 – 25-0005 LIGHTING NOTES, PLANS, & DETAILS

26-0001 – 26-0029 SIGNING AND MARKING PLANS

27-0001 – 27-0004A SIGNAL PLANS

29-0001 – 29-0002 LANDSCAPING PLANS

31-0001 – 31-0002 RETAINING WALL ENVELOPES

38-0001 – 38-0002 SPECIAL CONSTRUCTION DETAILS

39-0001 – 39-0010 SPECIAL CULVERT DETAILS

50-0001 EROSION CONTROL COVER SHEET

51-0001 – 51-0004 EROSION CONTROL GENERAL NOTES AND CHECKLIST

52-0001 – 52-0007 EROSION CONTROL LEGEND AND UNIFORM CODE SHEETS

53-0001 – 53-0003 EROSION CONTROL DRAINAGE AREA MAP

53-0004 – 53-0006 EROSION CONTROL SOIL MAP

54-0001 – 54-0114 EROSION CONTROL BMP LOCATION DETAILS

56-0001 – 56-0006 EROSION CONTROL DETAILS

60-0001 – 60-0038 RIGHT OF WAY PLANS

END OF SECTION 000115

EJCDC® C-200, Suggested Instructions to Bidders for Construction Contracts.

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 002100-1 of 8

BARTOW COUNTY CASSVILLE-WHITE RD PH II

002100 INSTRUCTIONS TO BIDDERS

TABLE OF CONTENTS

Page Article 1 - Defined Terms

Article 2 - Copies of Bidding Documents

Article 3 - Qualifications of Bidders

Article 4 - Site and Other Areas; Existing Site Conditions; Examination of Site; Owner's Safety Program;

Other Work at the Site

Article 5 - Bidder's Representations

Article 6 - Pre-Bid Conference

Article 7 - Interpretations and Addenda

Article 8 - Bid Security

Article 9 - Contract Times

Article 10 - Liquidated Damages

Article 11 - Substitute and "Or-Equal" Items

Article 12 - Subcontractors, Suppliers, and Others

Article 13 - Preparation of Bid

Article 14 - Basis of Bid

Article 15 - Submittal of Bid

Article 16 - Modification and Withdrawal of Bid

Article 17 - Opening of Bids

Article 18 - Bids to Remain Subject to Acceptance

Article 19 - Evaluation of Bids and Award of Contract

Article 20 - Bonds and Insurance

Article 21 - Signing of Agreement

ADVERTISEMENT FOR BIDS 001113 - 1

ADVERTISEMENT FOR BIDS

BARTOW COUNTY

Cassville-White Rd Ph II Bartow County (Owner) is requesting Bids for the construction of the following Project:

Bartow County – Cassville-White Rd Ph II P.I. NO. 0015145 Bids for the construction of the Project will be received at the Bartow County Commissioner’s Office located at 135 West Cherokee Avenue, Cartersville, GA 30120, Suite 251 until August 28th, 3:00 P.M at local time. At that time the Bids received will be publicly opened and read.

The Project includes the following Work:

The project consists of the widening of the existing two-lane Cass-White Rd to a four-lane divided highway with a 24-foot-wide concrete raised median. The project begins just east of the I-75 / Cass- White Rd interchange and extends just east of the Great Valley Parkway / Cass-White Rd intersection which will be converted into a roundabout. The project also consists of bike lanes and sidewalks. The project has a total length of 1.594 miles.

Obtaining the Bidding Documents The Issuing Office for the Bidding Documents is:

Bartow County 135 West Cherokee Avenue, Cartersville, GA 30120 Contact Email: amoss@bartowcountyga.gov

Obtain Bidding documents from the Issuing Office as described below.

Complete digital project information and bidding documents are available on the county website at https://www.bartowcountyga.gov/government/projects_for_bid/index.php and the Georgia Procurement Registry at https://ssl.doas.state.ga.us/gpr/

Performance and Payment Bonds are required per Georgia Department of Transportation Section 103.05.

Bid security shall be submitted with each bid in the amount of 5 percent of the total bid amount. No bid may be withdrawn for a period of 90 calendar days after opening of bids. Owner reserves the right to reject any and all bids and to waive informalities and irregularities.

Bidders submitting a bid $2,000,000 or less must be either a prequalified contractor or a registered subcontractor with Georgia Department of Transportation. Bidders submitting bids in excess of $2,000,000 must be prequalified with Georgia Department of Transportation.

A pre-bid conference will be held at the Bartow County Commissioner’s Meeting Room at 135 West Cherokee Avenue, Cartersville, GA 30120 August 14, 2026 at 2:00 pm.

If the Contract is awarded, it will be awarded to the lowest reliable bidder whose proposal shall have met all the prescribed requirements.

Successful bidder shall begin the Work on receipt of the Notice to Proceed and shall complete the Work within the Contract Time of 913 calendar days. Owner shall make progress payments on account of the https://www.bartowcountyga.gov/government/projects_for_bid/index.php https://ssl.doas.state.ga.us/gpr/

ADVERTISEMENT FOR BIDS 001113 - 2

Contract Price on the basis of Contractor's Applications for Payment submitted once per month as provided in the General Conditions.

The DBE goal for this project is 0%.

The Georgia Department of Transportation Standard Specifications Construction of Transportation Systems, 2021 Edition, and applicable special provisions and supplemental specifications apply to the contract.

Bartow County in accordance with Title VI of the Civil Rights Act of 1964 and 78 Stat. 252, 42 USC 2000d—42 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, part 21, Nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, or national origin in consideration for an award.

Instructions to Bidders.

Please submit all questions via email to amoss@bartowcountyga.gov

The last date for questions to be received is August 19th

The last date a bid addendum will be issued is August 21th.

For all further requirements regarding bid submittal, qualifications, procedures, and contract award, refer to the Instructions to Bidders that are included in the Bidding Documents.

This Advertisement is issued by:

Owner: Bartow County By: Shanice Amos Title: CB-MPO Transportation Projects Manager Date: July 30, 2026 mailto:amoss@bartowcountyga.gov

BARTOW COUNTY ITB -26-35-006

CASSVILLE WHITE ROAD PHASE II

THIS PAGE MUST BE COMPLETED, SIGNED, AND RETURNED WITH EACH RESPONSE

By signing and returning this form with a Bid, the authorized signer and represented Bidder have read, understand, and agree to information within this Invitation to Bid and with required and informational documents, files, and/or forms posted to webpage for this ITB and made part of this ITB and any contract that may be awarded as a result of response to this ITB. Furthermore, Bidder acknowledges and agrees that Bidder has carefully examined and fully understands the provisions and requirements of this ITB, has made a personal examination of the site of the proposed Project (if applicable), is satisfied as to the actual conditions and requirements of the proposed Project, and hereby proposes and agrees that if Bidder’s Bid is accepted, Bidder will contract with Bartow County in full conformance with the Contract Documents.

Contractor/Bidder

Contact Name:

Mailing Address:

Contractor Phone Number(s):

Contractor FAX Number(s):

Email Address for Contractor:

Contact: Authorized Contractor Signature:

Printed Name of Signer:

Contractor Federal I.D or SS#

NOTE: Bartow County will not be responsible for the accuracy or completeness of the content of any Bartow County Invitation to Bid or Request for Proposal or subsequent addenda thereto received from a source other than Bartow County

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 002100-1 of 8

BARTOW COUNTY CASSVILLE-WHITE RD PH II

002100 INSTRUCTIONS TO BIDDERS

TABLE OF CONTENTS

Page Article 1 - Defined Terms

Article 2 - Copies of Bidding Documents

Article 3 - Qualifications of Bidders

Article 4 - Site and Other Areas; Existing Site Conditions; Examination of Site; Owner's Safety Program;

Other Work at the Site

Article 5 - Bidder's Representations

Article 6 - Pre-Bid Conference

Article 7 - Interpretations and Addenda

Article 8 - Bid Security

Article 9 - Contract Times

Article 10 - Liquidated Damages

Article 11 - Substitute and "Or-Equal" Items

Article 12 - Subcontractors, Suppliers, and Others

Article 13 - Preparation of Bid

Article 14 - Basis of Bid

Article 15 - Submittal of Bid

Article 16 - Modification and Withdrawal of Bid

Article 17 - Opening of Bids

Article 18 - Bids to Remain Subject to Acceptance

Article 19 - Evaluation of Bids and Award of Contract

Article 20 - Bonds and Insurance

Article 21 - Signing of Agreement

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BARTOW COUNTY CASSVILLE-WHITE RD PH II

ARTICLE 1 – DEFINED TERMS

1.01 Terms used in these Instructions to Bidders have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below:

A. Issuing Office - The office from which the Bidding Documents are to be issued.

ARTICLE 2 – COPIES OF BIDDING DOCUMENTS

2.01 Complete sets of the Bidding Documents may be obtained from the Issuing Office in the number and format stated in the advertisement or invitation to bid.

2.02 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents.

2.03 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license for any other use.

ARTICLE 3 – QUALIFICATIONS OF BIDDERS

3.01 Qualifications of Bidders are required per Georgia Department of Transportation Section 102.01.

ARTICLE 4 – SITE CONDITIONS; EXAMINATION OF SITE; OWNER'S SAFETY PROGRAM;

OTHER WORK AT THE SITE

4.01 Site and Other Areas

A. The Site is identified in the Bidding Documents. By definition, the Site includes rights-of-way, easements, and other lands furnished by Owner for the use of the Contractor. Any additional lands required for temporary construction facilities, construction equipment, or storage of materials and equipment, and any access needed for such additional lands, are to be obtained and paid for by Contractor.

4.02 Existing Site Conditions

A. Subsurface and Physical Conditions; Hazardous Environmental Conditions

1. The Supplementary Conditions identify:

a. those reports known to Owner of explorations and tests of subsurface conditions at or adjacent to the Site.

b. those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities).

c. reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site.

d. Technical Data contained in such reports and drawings.

2. Owner will make copies of reports and drawings referenced above available to any Bidder on request. These reports and drawings are not part of the Contract Documents, but the Technical Data contained therein upon whose accuracy Bidder is entitled to rely, as provided in the General Conditions, has been identified and established in the

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BARTOW COUNTY CASSVILLE-WHITE RD PH II

Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any Technical Data or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings.

3. If the Supplementary Conditions do not identify Technical Data, the default definition of Technical Data set forth in Article 1 of the General Conditions will apply.

B. Underground Facilities: Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site are set forth in the Contract Documents and are based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities, including Owner, or others.

C. Adequacy of Data: Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions, and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated subsurface or physical conditions appear in Paragraphs 5.03, 5.04, and 5.05 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work, appear in Paragraph 5.06 of the General Conditions.

4.03 Site Visit and Testing by Bidders

A. Bidder shall conduct the required Site visit during normal working hours, and shall not disturb any ongoing operations at the Site.

B. Bidder is not required to conduct any subsurface testing, or exhaustive investigations of Site conditions.

C. On request, and to the extent Owner has control over the Site, and schedule permitting, the Owner will provide Bidder access to the Site to conduct such additional examinations, investigations, explorations, tests, and studies as Bidder deems necessary for preparing and submitting a successful Bid. Owner will not have any obligation to grant such access if doing so is not practical because of existing operations, security or safety concerns, or restraints on Owner's authority regarding the Site.

D. Bidder shall comply with all applicable Laws and Regulations regarding excavation and location of utilities, obtain all permits, and comply with all terms and conditions established by Owner or by property owners or other entities controlling the Site with respect to schedule, access, existing operations, security, liability insurance, and applicable safety programs.

E. Bidder shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies.

4.04 Owner's Safety Program

A. Site visits and work at the Site may be governed by an Owner safety program. As the General Conditions indicate, if an Owner safety program exists, it will be noted in the Supplementary Conditions.

4.05 Other Work at the Site

A. Reference is made to Article 8 of the Supplementary Conditions for the identification of the general nature of other work of which Owner is aware (if any) that is to be performed at the Site by Owner or others (such as utilities and other prime contractors) and relates to the Work

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BARTOW COUNTY CASSVILLE-WHITE RD PH II

contemplated by these Bidding Documents. If Owner is party to a written contract for such other work, then on request, Owner will provide to each Bidder access to examine such contracts (other than portions thereof related to price and other confidential matters), if any.

ARTICLE 5 – BIDDER'S REPRESENTATIONS

5.01 It is the responsibility of each Bidder before submitting a Bid to:

A. examine and carefully study the Bidding Documents, and any data and reference items identified in the Bidding Documents;

B. visit the Site, conduct a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and satisfy itself as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work;

C. become familiar with and satisfy itself as to all Laws and Regulations that may affect cost, progress, and performance of the Work;

D. carefully study all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings;

E. consider the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder; and (3) Bidder's safety precautions and programs;

F. agree, based on the information and observations referred to in the preceding paragraph, that at the time of submitting its Bid no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents;

G. become aware of the general nature of the work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents;

H. promptly give Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by Engineer is acceptable to Bidder;

I. determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance and furnishing of the Work; and

J. agree that the submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article, that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

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BARTOW COUNTY CASSVILLE-WHITE RD PH II

ARTICLE 6 – PRE-BID CONFERENCE

6.01 Not Applicable

ARTICLE 7 – INTERPRETATIONS AND ADDENDA

7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered to all parties recorded as having received the Bidding Documents. Questions received less than seven days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Questions by email should be sent to amoss@bartowcountyga.gov and should include company name, contact name, email address, and phone number.

7.02 Addenda may be issued to clarify, correct, supplement, or change the Bidding Documents.

ARTICLE 8 – BID SECURITY

8.01 A Bid must be accompanied by Bid security made payable to Owner in an amount of 5% percent of Bidder's maximum Bid price (determined by adding the base bid and all alternates) and in the form of a certified check, bank money order, or a Bid bond (on the form included in the Bidding Documents) issued by a surety meeting the requirements of Paragraphs 6.01 and 6.02 of the General Conditions.

8.02 The Bid security of the apparent Successful Bidder will be retained until Owner awards the contract to such Bidder, and such Bidder has executed the Contract Documents, furnished the required contract security, and met the other conditions of the Notice of Award, whereupon the Bid security will be released. If the Successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within 15 days after the Notice of Award, Owner may consider Bidder to be in default, annul the Notice of Award, and the Bid security of that Bidder will be forfeited. Such forfeiture shall be Owner's exclusive remedy if Bidder defaults.

8.03 The Bid security of other Bidders that Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of seven days after the Effective Date of the Contract or 90 days after the Bid opening, whereupon Bid security furnished by such Bidders will be released.

8.04 Bid security of other Bidders that Owner believes do not have a reasonable chance of receiving the award will be released within seven days after the Bid opening.

ARTICLE 9 – CONTRACT TIMES

9.01 The number of days within which, or the dates by which, the Work is to be substantially completed and ready for final payment are set forth in the Agreement.

ARTICLE 10 – LIQUIDATED DAMAGES

10.01 Provisions for liquidated damages, if any, for failure to timely attain a Milestone, Substantial Completion, or completion of the Work in readiness for final payment, are set forth in the Agreement.

mailto:amoss@bartowcountyga.gov

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BARTOW COUNTY CASSVILLE-WHITE RD PH II

ARTICLE 11 – SUBSTITUTE AND "OR-EQUAL" ITEMS

11.01 The Contract for the Work, as awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration during the bidding and Contract award process of possible substitute or "or-equal" items. In cases in which the Contract allows the Contractor to request that Engineer authorize the use of a substitute or "or-equal" item of material or equipment, application for such acceptance may not be made to and will not be considered by Engineer until after the Effective Date of the Contract.

11.02 All prices that Bidder sets forth in its Bid shall be based on the presumption that the Contractor will furnish the materials and equipment specified or described in the Bidding Documents, as supplemented by Addenda. Any assumptions regarding the possibility of post-Bid approvals of "or-equal" or substitution requests are made at Bidder's sole risk.

ARTICLE 12 – SUBCONTRACTORS, SUPPLIERS, AND OTHERS

12.01 Subletting of contracts are required per Georgia Department of Transportation Section 108.01.

ARTICLE 13 – PREPARATION OF BID

13.01 The Bid Form is included with the Bidding Documents.

A. All blanks on the Bid Form shall be completed in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each section, Bid item, alternate, adjustment unit price item, and unit price item listed therein.

B. If the Bid Form expressly indicates that submitting pricing on a specific alternate item is optional, and Bidder elects to not furnish pricing for such optional alternate item, then Bidder may enter the words "No Bid" or "Not Applicable."

13.02 A Bid by a corporation shall be executed in the corporate name by a corporate officer (whose title must appear under the signature), accompanied by evidence of authority to sign. The corporate address and state of incorporation shall be shown.

13.03 A Bid by a limited liability company shall be executed in the name of the firm by a member or other authorized person and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown.

13.04 A Bid by an individual shall show the Bidder's name and official address.

13.05 A Bid by a joint venture shall be executed by an authorized representative of each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown.

13.06 All names shall be printed in ink below the signatures.

13.07 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form.

13.08 Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown.

13.09 The bid shall contain evidence of GDOT prequalification or registration status.

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BARTOW COUNTY CASSVILLE-WHITE RD PH II

ARTICLE 14 – BASIS OF BID

14.01 Unit Price

A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the unit price section of the Bid Form.

B. The "Bid Price" (sometimes referred to as the extended price) for each unit price Bid item will be the product of the "Estimated Quantity" (which Owner or its representative has set forth in the Bid Form) for the item and the corresponding "Bid Unit Price" offered by the Bidder. The total of all unit price Bid items will be the sum of these "Bid Prices"; such total will be used by Owner for Bid comparison purposes. The final quantities and Contract Price will be determined in accordance with Paragraph 13.03 of the General Conditions.

C. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum.

ARTICLE 15 – SUBMITTAL OF BID

15.01 With each copy of the Bidding Documents, a Bidder is furnished one separate unbound copy of the Bid Form, and, if required, the Bid Bond Form. The unbound copy of the Bid Form is to be completed and submitted with the Bid security and the other documents required to be submitted under the terms of Article 7 of the Bid Form.

15.02 A Bid shall be received no later than the date and time prescribed and at the place indicated in the advertisement or invitation to bid and shall be enclosed in a plainly marked package with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of Bidder, and shall be accompanied by the Bid security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate package plainly marked on the outside with the notation "BID

ENCLOSED."

15.03 Bids received after the date and time prescribed for the opening of bids, or not submitted at the correct location or in the designated manner, will not be accepted and will be returned to the Bidder unopened.

ARTICLE 16-MODIFICATIONS AND WITHDRAWAL OF BID

16.01 A Bid may be withdrawn by an appropriate document duly executed in the same manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids. Upon receipt of such notice, the unopened Bid will be returned to the Bidder.

16.02 If a Bidder wishes to modify its Bid prior to Bid opening, Bidder must withdraw its initial Bid in the manner specified in Paragraph 16.01 and submit a new Bid prior to the date and time for the opening of Bids.

16.03 If within 48 hours after Bids are opened (excluding Saturdays, Sundays, and legal holidays) any Bidder files a duly signed written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid, and the Bid security will be returned. Thereafter, if the Work is rebid, that Bidder will be disqualified from further bidding on the Work.

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BARTOW COUNTY CASSVILLE-WHITE RD PH II

ARTICLE 17 – OPENING OF BIDS

17.01 Bids will be opened at the time and place indicated in the advertisement or invitation to bid and, unless obviously non-responsive, read aloud publicly. An abstract of the amounts of the base Bids and major alternates, if any, will be made available to Bidders after the opening of Bids.

ARTICLE 18 – BIDS TO REMAIN SUBJECT TO ACCEPTANCE

18.01 All Bids will remain subject to acceptance for the period of time stated in the Bid Form, but Owner may, in its sole discretion, release any Bid and return the Bid security prior to the end of this period.

ARTICLE 19 – EVALUATION OF BIDS AND AWARD OF CONTRACT

19.01 Owner reserves the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. Owner will reject the Bid of any Bidder that Owner finds, after reasonable inquiry and evaluation, to not be responsible. If Bidder purports to add terms or conditions to its Bid, takes exception to any provision of the Bidding Documents, or attempts to alter the contents of the Contract Documents for purposes of the Bid, then the Owner will reject the Bid as nonresponsive; provided that Owner also reserves the right to waive all minor informalities not involving price, time, or changes in the Work.

19.02 If Owner awards the contract for the Work, such award shall be to the responsible Bidder submitting the lowest responsive Bid.

19.03 Evaluation of Bids

A. In evaluating Bids, Owner will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form or prior to the Notice of Award.

B. For the determination of the apparent low Bidder when unit price bids are submitted, Bids will be compared on the basis of the total of the products of the estimated quantity of each item and unit price Bid for that item, together with any lump sum items.

ARTICLE 20 – BONDS AND INSURANCE

20.01 Article 6 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth Owner's requirements as to performance and payment bonds and insurance. When the Successful Bidder delivers the Agreement (executed by Successful Bidder) to Owner, it shall be accompanied by required bonds and insurance documentation.

ARTICLE 21 – SIGNING OF AGREEMENT

21.01 When Owner issues a Notice of Award to the Successful Bidder, it shall be accompanied by the unexecuted counterparts of the Agreement along with the other Contract Documents as identified in the Agreement. Within 15 days thereafter, Successful Bidder shall execute and deliver the required number of counterparts of the Agreement (and any bonds and insurance documentation required to be delivered by the Contract Documents) to Owner. Within ten days thereafter, Owner shall deliver one fully executed counterpart of the Agreement to Successful Bidder, together with printed and electronic copies of the Contract Documents as stated in Paragraph 2.02 of the General Conditions.

EJCDC® C-410, Bid Form for Construction Contracts.

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-1

BARTOW COUNTY CASSVILLE-WHITE RD PH II

004100 BID FORM

Cassville-White Road PH II

Bartow County, Georgia

P.I. No. 0015145

TABLE OF CONTENTS

Page

Article 1 - Bid Recipient

Article 2 - Bidder's Acknowledgements

Article 3 - Bidder's Representations

Article 4 - Bidder's Certification

Article 5 - Basis of Bid

Article 6 - Time of Completion

Article 7 - Attachments to this Bid

Article 8 - Defined Terms

Article 9 - Bid Submittal

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-2

BARTOW COUNTY CASSVILLE-WHITE RD PH II

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

Bartow County

135 W. Cherokee Ave.

Suite 251

Cartersville, GA, 30120

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER'S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER'S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, and any data and reference items identified in the Bidding Documents, and hereby acknowledges receipt of the following Addenda:

Addendum No. Addendum Date

B. Bidder has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and satisfied itself as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and has satisfied itself as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings.

E. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-3

BARTOW COUNTY CASSVILLE-WHITE RD PH II

from visits to the Site; the Bidding Documents; and any Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder; and (3) Bidder's safety precautions and programs.

F. Bidder agrees, based on the information and observations referred to in the preceding paragraph, that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and confirms that the written resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance and furnishing of the Work.

J. The submission of this Bid constitutes an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article, and that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

ARTICLE 4 – BIDDER'S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

1. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process;

2. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-4

BARTOW COUNTY CASSVILLE-WHITE RD PH II

4. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the e execution of the Contract.

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

FORMAT FOR UNIT PRICE BID

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-5

BARTOW COUNTY CASSVILLE-WHITE RD PH II

Item No. Description Unit Estimated

Quantity Bid Unit

Price Bid Price

1 TRAFFIC CONTROL PI#0015145 LS LS

2 GRADING COMPLETE PI#0015145 LS LS

3 ROCK EMBANKMENT CY 6,505

4 RIGHT OF WAY MARKERS EA 70

5 HANDRAIL SPECIAL DESIGN LF 730

6 FIELD ENGINEERS OFFICE TP 3 EA 1

7 TEMPORARY BARRIER, METHOD NO. 1 LF 3,930

8 IMPACT ATTENUATOR UNIT, TYPE P

PI#0015145

EA 17

9 GUARDRAIL, TP T LF 50

10 GUARDRAIL, TP W LF 4,620

11 GUARDRAIL ANCHORAGE, TP 1 EA 6

12 GUARDRAIL TERMINAL, TP 12A, 31 IN,

TANGENT, ENERGY-ABSORBING

EA 6

13 GR AGGR BASE CRS, INCL MATL TN 69,830

14 AGGR SURF CRS TN 240

15 RECYCLED ASPH CONC LEVELING,

INCL BITUM MATL & H LIME

TN 300

RECYCLED ASPH CONC 25 MM

SUPERPAVE, GP 1 OR 2 ONLY,

INCL BITUM MATL & H LIME

TN 19,670

RECYCLED ASPH CONC 12.5 MM

SUPERPAVE, GP 2 ONLY,

INCL BITUM MATL & H LIME

TN 5,370

18 RECYCLED ASPH CONC 19 MM

SUPERPAVE, GP 1 OR 2 ONLY,

INCL BITUM MATL & H LIME

TN 12,760

19 TACK COAT GL 7,670

20 MILL ASPH CONC PVMT,

VARIABLE DEPTH

SY 3,770

21 PLAIN PC CONC PVMT, CL 3 CONC,

10 INCH THK

SY 1,040

22 PLAIN PC CONC PVMT, CL 3 CONC,

12 INCH THK

SY 16,660

23 DRIVEWAY CONCRETE, 8 IN TK SY 480

24 CONC SIDEWALK, 4 IN SY 6,460

25 CONC TRAIL PAVING, STANDARD

FINISH, LIGHTWEIGHT, 6 IN

SY 770

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-6

BARTOW COUNTY CASSVILLE-WHITE RD PH II

Item No.

Description Unit Estimated Quantity

Bid Unit Price

Bid Price

26 CONCRETE MEDIAN, 4 IN SY 4,780

27 CONCRETE MEDIAN, 6 IN SY 740

28 CONC VALLEY GUTTER, 8 IN SY 440

29 CONCRETE HEADER CURB, 4 IN, TP 1 LF 510

30 CONCRETE HEADER CURB, 3 IN, TP 9 LF 420

31 CONC CURB & GUTTER, 8 IN X 30 IN, TP 1 LF 240

32 CONC CURB & GUTTER, 8 IN X 30 IN, TP 2 LF 15,230

33 CONC CURB & GUTTER, 8 IN X 30 IN, TP 7 LF 13,710

34 SAWED JOINTS IN EXIST PAVEMENTS -

PCC

LF 755

35 PVMT REINF FABRIC STRIPS, TP 2,

18 INCH WIDTH LF 1,060

36 SINUSOIDAL SHOULDER RUMBLE

STRIPS – GROUND IN PLACE SKIP,

16 IN (400 MM)

GLM 0.40

37 SINUSOIDAL EDGELINE RUMBLE STRIPS

– GROUND IN PLACE SKIP, 6 IN (150 MM) GLM 0.30

38 CLASS B CONC, BASE OR PVMT

WIDENING CY 90

39 FOUND BKFILL MATL, TP II CY 6,085

40 CLASS AA CONCRETE CY 1,440

41 BAR REINFORCING STEEL LB 182,630

42 FLARED END SECTION 18 IN,

STORM DRAIN EA 22

42 FLARED END SECTION 24 IN,

STORM DRAIN

EA 8

43 FLARED END SECTION 30 IN,

STORM DRAIN

EA 4

44 FLARED END SECTION 36 IN,

STORM DRAIN

EA 4

45 STORM DRAIN PIPE, 18 IN, CLASS III LF 4,970

46 STORM DRAIN PIPE, 24 IN, CLASS III LF 850

47 STORM DRAIN PIPE, 30 IN, CLASS III LF 90

48 STORM DRAIN PIPE, 36 IN, CLASS III LF 600

49 STORM DRAIN PIPE, 42 IN, CLASS III LF 220

50 VIDEO INSPECTION LF 1,350

51 STN DUMPED RIP TAP, TP 3, 18 IN SY 1,180

52 PLASTIC FILTER FABRIC SY 1,180

53 REMO STORM DRAIN PIPE LF 300

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-7

BARTOW COUNTY CASSVILLE-WHITE RD PH II

Item No.

Description Unit Estimated Quantity

Bid Unit Price

Bid Price

54 REMO CATCH BASIN, DROP INLET OR

JCT BOX

EA 1

55 REM CONC CLVT WINGWALL EA 6

56 REM CONC HDWL ALL SIZES EA 6

57 RECONSTR CATCH BASIN, GROUP 1 EA 4

58 RECONSTR CATCH BASIN, GROUP 2 EA 3

59 RECONSTR DROP INLET, GROUP 1 EA 3

60 ADJUST MANHOLE TO GRADE EA 1

61 CATCH BASIN, GP 1 EA 64

62 CATCH BASIN, GP 1, SPCL DES –

OUTLET CONTROL STRUCTURE

EA 2

63 CATCH BASIN, GP 1, ADDL DEPTH LF 43

64 CATCH BASIN, GP 2 LF 2

65 CATCH BASIN, GP 2, ADDL DEPTH LF 3

66 DROP INLET, GP1 EA 26

67 DROP INLET, GP1, ADDL DEPTH LF 16

68 STORM SEWER MANHOLE, TP 1 EA 5

69 STORM SEWER MANHOLE, TP 1, ADDL

DEPTH, CL 1

LF 10

70 EROSION CONTROL, NON-REFUNDABLE

DEDUCTIONS PI#0015145

LS LS

71 TEMPORARY GRASSING AC 9

72 MULCH TN 230

73 CONSTRUCT AND REMOVE

CONSTRUCTION EXITS

EA 4

74 CONSTRUCT AND REMOVE SILT

CONTROL GATE, TP 1

EA 5

75 CONSTRUCT AND REMOVE SILT

CONTROL GATE, TP 3

EA 13

76 CONSTRUCT AND REMOVE RIP RAP

CHECK DAMS, STONE PLAIN RIP

RAP/SAND BAGS

EA 28

77 CONSTRUCT AND REMOVE FABRIC

CHECK DAM – TYPE C SILT FENCE

LF 16,390

78 CONSTRUCT AND REMOVE TEMPORARY

SEDIMENT BARRIER OR BALED STRAW

CHECK DAM

LF 4,620

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-8

BARTOW COUNTY CASSVILLE-WHITE RD PH II

Item No. Description Unit Estimated

Quantity Bid Unit

Price Bid Price

79 CONSTRUCT AND REMOVE SEDIMENT

BASIN, TP 1, STA NO – PI#0015145

EA 3

80 CONSTRUCT AND REMOVE INLET

SEDIMENT TRAP

EA 110

81 MAINTENANCE OF TEMPORARY SILT

FENCE, TP C

LF 16,390

82 MAINTENANCE OF CHECK DAMS –

ALL TYPES

LF 3,680

83 MAINTENANCE OF TEMPORARY

SEDIMENT BASIN, STA NO – PI#0015145

EA 3

84 MAINTENANCE OF SEDIMENT BARRIER –

BALED STRAW

LF 4,620

85 MAINTENANCE OF SILT CONTROL GATE,

TP 1

EA 5

86 MAINTENANCE OF SILT CONTROL GATE,

TP 3

EA 13

87 MAINTENANCE OF INLET SEDIMENT

TRAP

EA 110

88 MAINTENANCE OF CONSTRUCTION EXIT EA 4

89 MAINTENANCE OF CONSTRUCTION EXIT

TIRE WASH AREA (PER EACH)

EA 2

90 WATER QUALITY MONITORING AND

SAMPLING EA 6

91 WATER QUALITY INSPECTIONS MO 30

92 TEMPORARY SILT FENCE, TYPE C LF 16,390

93 BARRIER FENCE (ORANGE), 4 FT LF 4,070

94 GRASSING – COMPLETE PI#0015145 AC 1

95 PERMANENT GRASSING AC 18

96 AGRICULTURAL LIME TN 36

97 FERTILIZER MIXED GRADE TN 6

98 FERTILIZER NITROGEN CONTENT LB 980

99 SOD SY 7,740

100 EROSION CONTROL MATS, SLOPES SY 34,710

101 CHANGEABLE MESSAGE SIGN,

PORTABLE, TYPE 3

EA 4

102 HIGHWAY SIGNS, TP 1 MATL, REFL

SHEETING, TP 9 SF 556

103 HIGHWAY SIGNS, TP 1 MATL, REFL

SHEETING, TP 11 SF 381

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-9

BARTOW COUNTY CASSVILLE-WHITE RD PH II

Item No. Description Unit Estimated

Quantity Bid Unit

Price Bid Price

103 HIGHWAY SIGNS, TP 2 MATL, REFL

SHEETING, TP 9

SF 93

104 GALV STEEL POSTS, TP 7 LF 1,872

105 GALV STEEL POSTS, TP 8 LF 48

106 GROUND MOUNTED BREAKAWAY

SIGN SUPPORT

EA 4

107 PLASTIC FLEXIBLE DELINEATOR, TP 2B EA 336

108 THERMOPLASTIC PVMT MARKING,

ARROW, TP 2

EA 33

109 THERMOPLASTIC PVMT MARKING,

ARROW, TP 3

EA 5

110 THERMOPLASTIC PVMT MARKING,

ARROW, TP 3A

EA 4

111 THERMOPLASTIC PVMT MARKING,

ARROW, TP 6

EA 14

112 THERMOPLASTIC PVMT MARKING,

ARROW, TP 7

EA 9

113 THERMOPLASTIC PVMT MARKING,

WORD, TP 1

EA 1

114 THERMOPLASTIC SOLID TRAF STRIPE,

12 IN, WHITE

LF 500

115 THERMOPLASTIC SOLID TRAF STRIPE,

24 IN, WHITE

LF 890

116 THERMOPLASTIC SOLID TRAF STRIPE,

8 IN, WHITE

LF 1,070

117 THERMOPLASTIC SOLID TRAF STRIPE,

6 IN, WHITE

LM 4.80

118 THERMOPLASTIC SOLID TRAF STRIPE,

6 IN, YELLOW

LM 3.70

119 THERMOPLASTIC SKIP TRAF STRIPE,

6 IN, WHITE

GLM 3.20

120 THERMOPLASTIC SKIP TRAF STRIPE,

12 IN, WHITE

GLF 430

121 THERMOPLASTIC TRAF STRIPING, WHITE SY 3,050

122 THERMOPLASTIC TRAF STRIPING,

YELLOW

SY 1,540

123 RAISED PVMT MARKERS TP 1 EA 230

124 RAISED PVMT MARKERS TP 3 EA 920

125 PREFORMED PLASTIC PVMT MKG

ARROW, CONTRAST (BLACK-WHITE), TP 2

EA 16

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 004100-10

BARTOW COUNTY CASSVILLE-WHITE RD PH II

Item No.

Description Unit Estimated Quantity

Bid Unit Price

Bid Price

126 PREFORMED PLASTIC PVMT MKG,

8 IN WHITE, TP PB

LF 1,810

127 PREFORMED PLASTIC PVMT MKG,

24 IN WHITE, TP PB

LF 1,310

128 PREFORMED PLASTIC PAVEMENT

MARKING, WHITE, TP PB

SY 880

129 PREFORMED PLASTIC PAVEMENT

MARKING, WORD TP 1, TP PB

EA 5

130 PREFORMED PLASTIC PVMT MKG

ARROW, CONTRAST (BLACK-WHITE),

TP 3A

EA 5

131 PREFORMED PLASTIC SKIP PAVEMENT

MARKINGS, 24 IN,

CONTRAST (BLACK-WHITE), TP PB

GLF 160

132 WET REFLECTIVE PREFORMED SOLID

PAVEMENT MARKINGS, 15 INCH,

CONTRAST (BLACK-WHITE)

LF 650

133 WET REFLECTIVE PREFORMED SKIP

PAVEMENT MARKINGS, 12 IN, WHITE

GLF 570

134 WET REFLECTIVE PREFORMED SKIP

PAVEMENT MARKINGS, 12 IN, BLACK

GLF 570

135 WET REFLECTIVE PREFORMED SOLID

PAVEMENT MARKINGS, 9 IN,

CONTRAST (BLACK-YELLOW)

LF 3,450

136 WET REFLECTIVE PREFORMED SOLID

PAVEMENT MARKINGS, 9 IN, CONTRAST

(BLACK-WHITE)

LF 3,870

137 WET REFLECTIVE PREFORMED SKIP

PAVEMENT MARKINGS, 6 INCH WIDE,

WHITE

GLF 1,300

138 WET REFLECTIVE PREFORMED SKIP

PAVEMENT MARKINGS, 6 INCH WIDE,

YELLOW

GLF 820

139 WET REFLECTIVE PREFORMED SKIP

PAVEMENT MARKINGS, 6 INCH WIDE,

BLACK

GLF 2,120

140 WET REFLECTIVE PREFORMED PLASTIC

PVMT MKG, WORD, TP 15, WHITE,

TP PB-WR

EA 5

141 HOT APPLIED PREFORMED PLASTIC

PVMT MKG, BIKE LANE MARKING, TP P

EA 62

Item No.

Description Unit Estimated Quantity

Bid Unit Price

Bid Price

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil…