CONSTRUCTION

SPECIFICATIONS

DOWNTOWN CMU STREETS

CITY OF MELISSA | COLLIN COUNTY | TEXAS

MARCH 24, 2026

Prepared for:

City of Melissa 3411 Barker Ave Melissa, TX 75454

WSB PROJECT NO. 2-303061-000

I hereby certify that the civil portion of this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Texas.

F. Javier Garcia, P.E.

Date: 03/24/2026 Lic. No. 141989

A-1

Section Description

Section A: Table of Contents

Section B: Legal Notice Advertisement for Bids

Section C: Instructions to Bidders

Section D: Qualification Questionnaire

Section E: Bid Proposal Form

Section F: Bid Bond

Section G: Notice of Award

Section H: Standard Construction Contract

Section I: Performance Bond

Section J: Payment Bond

Section K: Notice to Proceed

Section L: Supplemental Conditions

Section M: Special Conditions and Provisions

Section N: Project Drawings

Section O: Bid Item Descriptions

Section P:

Schedule of Geotechnical Fees

Section Q: NCTCOG Public Works Construction Standards

Section R: TxDOT Standard Specifications for Construction and Maintenance of Highway, Streets, and Bridges

Section S: Geotechnical Investigation Report

Section T: City of Melissa GPS Control Network

Section U: Right-of-way and Easement Exhibits

Section V: TxDOT Driveway Permit

These documents have been prepared by WSB, Inc.

B-1

SECTION B - LEGAL NOTICE ADVERTISEMENT FOR BIDS

The City of Melissa, Texas is accepting sealed bids for construction of the:

DOWNTOWN CMU STREETS project.

The project is generally described as: Reconstruction of approximately 3600 linear feet of Central Street, Cooper Street, Fannin Road, Harrison Street, and Red River Street including drainage, sewer, water, lighting, landscape, and hardscape improvements, for the City of Melissa, Texas as shown in plans prepared by WSB Engineering.

Plans, Specifications, and other Bidding Documents for this project will be made available on CIVCAST for download. Planholders receiving bidding documents will be recorded, and only bids from recorded planholders will be eligible for award.

Bids will be accepted at the office of the City Secretary of the City of Melissa, 3411 Barker Avenue, Melissa, Texas 75454 UNTIL June 2, 2026 at 2:00 PM. Bids shall be identified on the outside of the envelope with the following: Bids for DOWNTOWN CMU STREETS, City of Melissa, Texas. Bids received after bid closing will be returned unopened.

All bids received prior to the closing of the bid period will be publicly opened and read aloud at the City of Melissa City Hall, 3411 Barker Avenue, Melissa, Texas 75454 beginning at 2:02 PM on June 2, 2026. Following bid opening, tabulation will be made for consideration of the City of Melissa in awarding a contract. Contractors participating in bidding are encouraged to attend an optional in-person Pre-Bid meeting scheduled at 2:00 PM on May 5, 2026 at the City of Melissa City Hall.

The Mayor and the City Council of Melissa, Texas reserve the right, as the interest of the City may require, to reject any and all bids, and to waive any informality in bids received. No officer or employee of the City of Melissa shall have a financial interest, direct or indirect, in any contract with the City of Melissa.

General Conditions and General Specifications used in this project are contained in the Public Works Construction Standards - North Central Texas, Latest Edition and Maintenance of Highways, Streets, and Bridges – TxDOT 2024 Edition. Javier Garcia, PE may be reached with general questions at 469-907-5500.

ADVERTISEMENT DATES: FIRST - MARCH 24, 2026 on CIVCAST USA

SECOND - APRIL 14, 2026 on MCKINNEY COURIER GAZETTE

THIRD - APRIL 21, 2026 on MCKINNEY COURIER GAZETTE

C-1

SECTION C - INSTRUCTION TO BIDDERS

1.0 Defined Terms

Terms used in the Instructions to Bidders which are defined in the General Provisions have the meanings assigned to them in the General Provisions. The term "Bidder" means one who submits a Bid directly to the Owner, as distinct from a sub-Bidder, who submits a Bid to a Bidder.

The term "Successful Bidder" means the lowest responsible Bidder to whom the Owner makes an award. The term "Bidding Documents" includes the; Instructions to Bidders; the Bid proposal form; Construction Trade Requirements Assurance form; the General, Special, and Supplemental Conditions; Standard Specifications and Supplemental Specifications; Federal requirements; and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids), Contract Drawings and any documents referenced in the above. General Provisions and Specifications are included in the Public Works Construction Standards – North Central Texas, Latest Edition produced by the:

North Central Texas Council of Governments 616 Six Flags Drive, Centerpoint Two, Arlington, Texas, 76011

P.O. Box 5888 Arlington, Texas 76005-5888

817-640-3300

2.0 Copies of Bidding Documents

Complete sets of Bidding Documents can be downloaded from CIVCAST. Copies of the Public Works Construction Standards – North Central Texas and the Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges – TxDOT 2024 Edition, can be obtained from the North Central Texas Council of Governments, Arlington, Texas and TxDOT respectively.

3.0 Examination of Contract Documents and Site

3.1 The Contract Documents can be divided into four major portions:

• General Provisions of the Contract

• Technical Specifications

• Forms of the Contract

• Contract Drawings

Each of these parts is repetitive in nature from one contract to the next. For that reason, standards have been adopted to aid both in the preparation of documents and in the preparation of bids.

The General Provisions of the Contract are found in Division 100 of the Public Works Construction Standards - North Central Texas. These "General Provisions" do not always correspond to the needs of the City of Melissa, or the specific projects being bid. Adaptations are included in sections of the bid package referred to as the Supplemental Conditions and the Special Conditions and Provisions.

C-2

Specifications for technical material and construction methods can be found in Divisions 200 through 800. These will need to be modified from time to time to fit the requirements of a particular project. The Special Conditions and Provisions of this document provide those modifications.

3.2 It is the responsibility of each Bidder before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions which may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state, and local laws and regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate the Bidder's observations with the Contract Documents, (e) notify the Engineer of any conflicts, errors or discrepancies in the Contract Documents, and (f) have possession of and be familiar with the Public Works Construction Standards – North Central Texas and Maintenance of Highways, Streets, and Bridges – TxDOT 2024 Edition as revised and updated, latest revision.

3.3 Information and data reflected in the Contract Documents with respect to underground facilities at or contiguous to the site is based upon information and data furnished to the Owner and Engineer by owners of such underground facilities or others, and Owner does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided in the Special Conditions and Provisions. The Contractor is responsible for observing meters, valves, manholes, and other surface appurtenances related to the underground facilities and probe ahead of excavation to locate underground facilities that may interfere with the work. Any damage to underground facilities will be repaired at the expense of the Contractor.

4.0 Interpretation and Addenda

4.1 All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by the Engineer as having received the Bidding Documents. Questions received less than seven days prior to the date of opening of bids may not be answered. Only questions answered by written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.

4.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by the Owner or Engineer.

4.3 In the event an Addendum is issued, the Addendum shall be signed and returned with the Bid proposal form. Failure to submit a signed addenda will be cause for rejection of bid.

5.0 Bid Security

5.1. Each Bid must be accompanied by a bid security made payable to the Owner in an amount of not less than 5% of the Bidder's maximum bid price and in the form of either a cashier's check, certified check, or a Bid Bond as specified in the General Provisions. Bid Bonds furnished must be in general agreement with the provisions of the form provided. Bid security shall be placed at the beginning of the submitted bid package or the bid may not be accepted. Item 102.5 of the General Provisions contains further information about bid securities.

C-3

6.0 Substitute or "Or-Equal" Items

6.1 The materials and equipment described in the bidding documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution.

No substitution will be considered unless a written request for approval has been submitted by the Bidder and has been received by the Engineer at least seven (7) working days prior to the date for receipt of bids. Each such request shall include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitute including drawings, cuts, performance and test data and any other information necessary for an evaluation. A statement setting forth any changes in other materials, equipment or work that incorporation of the substitute would require shall be included. The burden of proof of merit of the proposed substitute is upon the Bidder.

6.2 The Engineer's decision of approval or disapproval of a proposed substitution shall be final.

If the Engineer approves any proposed substitution, such approval will be set forth in an addendum issued to all prospective Bidders. Bidders shall not rely on approvals made in any other manner.

7.0 Bid Proposal Form

7.1. The Bid Proposal Form is included with the Bidding Documents. For additional copies of items, reference CIVCAST.

7.2. All blanks on the Bid Proposal Form should be completed in ink or by typewriter. Any changes shall be initialed.

7.3 In the event alternate Proposals are presented in the Bid Proposal Form, Bidders may submit a bid for any one of or all of the separate sections defined.

7.4 The unit price shall be written in words (not figures) in the "description" column. The amount in figures and the total amount in figures should be placed in the appropriate column.

Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated total of any column of figures and the correct sums thereof will be resolved in favor of the correct sums. Discrepancies between written amounts and figures shall be resolved in favor of the written amounts.

8.0 Submission of Bids

8.1 Bids shall be submitted at the time and place indicated in the Legal Notice Advertisement for Bids and shall be enclosed in an opaque sealed envelope, marked with the project title, and name and address of the Bidder and shall be accompanied by the bid security and other related documents. If the bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "Bid enclosed" on the face of it.

9.0 Opening of Bids and Award of Contract

9.1 Bids will be opened and read aloud publicly. Bidders, at the time of the bid opening, may request a formal bid tabulation be mailed or emailed. Bidders will be permitted to inspect Bid Proposals in the presence of the Owner.

C-4

9.2 The Owner reserves the right to reject any and all bids, to waive any and all informalities not involving price, time, or changes in the work and to negotiate contract terms with the successful Bidder inside the limits established by statute. The Owner reserves the right to disregard all nonconforming, nonresponsive, unbalanced, or conditional bids. Owner reserves the right to reject the bid of any Bidder if Owner believes it would not be in the best interest of the project to make an award to that Bidder, whether because the bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the Owner within the constraints of state statute.

10.0 Visitation Prior to Bid

Guided Visitation of the worksite must be arranged through the City of Melissa (972-838-2520).

Visitors shall be escorted at the discretion of the Owner. Visitation requests will not be granted later than 2 days prior to bid opening. Visitation hours will be limited to appointments made during normal working hours (8:00 a.m. to 5:00 p.m., Monday - Friday) and subject to the availability of personnel.

11.0 Work Schedule

A general schedule laying out the forecasted time to completion is required to be submitted with the bid documents. Upon contract award, a written Notice to Proceed will be issued to the contractor by the Engineer. Work shall begin within the 10 calendar days following the notice.

C-5

Bid Checklist

Please include the following items with the bid proposal. Refer to the Instructions to Bidders for detailed information regarding the information on this Bid Checklist.

1) Read Instructions to Bidders section

2) Completed and signed Bid Proposal Forms

3) OSHA safety forms

4) Proposal Guaranty

5) Qualification Questionnaire

6) Surety company information

7) List of similar completed projects

8) Bidder’s work force and equipment summary

9) List of Bidder’s projects currently under construction

10) List of Bidder’s projects currently under contract

11) Addenda

12) Key personnel information

13) List of Contract Exceptions, if applicable

14) Pre-bid meeting summary, if applicable

15) Proposed RPLS information

16) ________ Proposed Project Duration

D-1

SECTION D – QUALIFICATION QUESTIONNAIRE

Complete the following questions and return with bid:

1. Read in its entirety, Division 100 General Provisions of the Public Works Construction

Standards, Supplemental Conditions, Contract Special Conditions and Provisions, and Technical Specifications within the Bid Documents.

I hereby certify that I have read and made any and all investigations necessary to fully understand Division 100 General Provisions of the Public Works Construction Standards

– North Central Texas, Latest Edition, Supplemental Conditions, and Contract Special Conditions and Provisions within the Bid Documents.

Printed Company Name and Address

Printed name, signature of a duly authorized officer or agent of the Bidder's company, and date.

2. Safety record (102.4.1) - The City of Melissa hereby notifies all prospective bidders that the safety record of a bidder may be considered in determining the responsibility of the bidder. Submit bidder’s Summary of Work Related Injuries and Illnesses (OSHA’s Form 300A) for the last three years and a copy of the bidder’s Log of Work-Related Injuries and Illnesses (OSHA’s Form 300) for last year with column B blacked-out.

3. Bidder Background Information:

I. Is the bidder or bidder’s surety currently in any litigation against the City of Melissa?

If yes, please explain:

II. Is the bidder or bidder’s surety currently in any litigation against WSB, Inc.? If yes, please explain:

D-2

III. Is the bidder or his surety contemplating litigation against the City of Melissa or is litigation against the City of Melissa imminent? If so, please explain:

IV. Is the bidder or his surety contemplating litigation against WSB, Inc. or is litigation against WSB, Inc. imminent? If so, please explain:

V. The bidder may be disqualified if, in the sole opinion of the City of Melissa, the City of Melissa believes that litigation between the City of Melissa and the Bidder is imminent.

VI. Has the bidder had any claims on any of its bonds in the past three years? If so, please explain:

VII. Attach name, contact information, and authorization from bidder for each surety to release information to the City of Melissa for all surety companies used by the bidder in the past three years. If the City of Melissa cannot obtain information from a bidder’s surety, the bid may be deemed non-responsive by the City of Melissa.

VIII. Is the bidder in arrears on any existing contract? If so, explain and provide client contact information.

IX. Has the bidder defaulted on any previous contract? If so, explain and provide client contact information.

D-3

X. Has the bidder ever failed to make payments due to any subcontractor, vendor, or employee? If so, please explain.

XI. Is the bidder a defendant in any lawsuit for failure to make payments to any subcontractor, vendor, or employee? If so, please explain and provide contact information for plaintiff in the lawsuit?

XII. Is the bidder in litigation with regard to any current or past contracts? If so, please explain and provide client contact information.

XIII. Bidder may be disqualified by the City of Melissa for uncompleted work which, in the sole judgment of the City of Melissa, could prevent or hinder the prompt completion of this project, if awarded.

(1) Attach a list of projects similar in scope and size completed in past three years.

Include the name of the Bidder’s project manager and project superintendent and client contact information.

(2) Attach a summary of the Bidder’s work force and equipment owned or leased.

(3) Attach a summary of current projects under construction including total contract value, total estimated schedule, percent complete, client contact information (client name, client contact, phone number, e-mail address, physical address)

(4) Attach a summary of projects currently under contract, but not under construction with contract value, estimated start and finish dates, client contact information (client name, client contact, phone number, e-mail address, physical address)

(5) Estimate the percentage of work proposed to be completed by bidder’s own work force and to be subcontracted.

D-4

4. Provide the names and contact information for the following key project personnel proposed for the project. The key personnel named in this proposal shall be assigned to this project until completion, except as otherwise provided in Section 105.6 of the General Provisions.

a. Proposed Contract Manager – bidder’s representative with authority to execute contracts on behalf of the bidder

b. Proposed Project Manager

c. Proposed Field Superintendent, attach resume and references

d. Project Scheduler and Project Controller

5. Designate an address, fax number, and e-mail address where all notices, directions or other communications may be delivered, refer to section 105.8 of the General Provisions.

6. Exceptions – Summarize and attach all contract exceptions proposed by the Bidder.

Contract exceptions shall be cited by exact section, paragraph, etc. along with proposed alternative contract language, as applicable. The City of Melissa reserves the right to reject any and all contract exceptions and award a contract with original contract terms and conditions. The City of Melissa may, at the City’s sole discretion, disqualify a bid submitted with any contract exceptions. Does the bidder have any exceptions to the Contract?

_______________________________ If so, please attach List of Contract Exceptions.

D-5

7. City may contact apparent low responsive bidder(s) during proposal evaluation to seek clarification of the Bidder’s proposal or request additional information. Failure of Bidder to provide additional information or clarification of Bidder’s proposal in writing to the City of Melissa in a timely fashion may, in the City of Melissa’s sole discretion, result in the bidder being deemed non-responsive by the City of Melissa. Additional information that the City of Melissa may request includes financial statements for previous year(s);

8. Horizontal and vertical control monuments for the project are provided as shown on the Plans. Contractor shall retain the services of a registered professional land surveyor to establish all lines, grades, benchmarks, centerlines and measurements necessary for the proper performance and control of the work. Contractor shall submit the name, address, phone number, and RPLS registration number of the contractor’s proposed RPLS.

E-1

SECTION E - BID PROPOSAL FORM

Proposal of hereinafter called the "Bidder."

To: Mr. Jay Northcut, Mayor City of Melissa, Texas

Gentlemen:

The Bidder, in compliance with your Legal Notice Advertisement for Bids for DOWNTOWN CMU STREETS having thoroughly examined the plans, specifications, Instructions to Bidders, Legal Notice Advertisement for Bids, and all of the other related contract documents as amended by proper addenda, and the site(s) of the proposed work and being familiar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies;

and to construct the project in accordance with the plans, specifications and contract documents, as amended by proper addenda, in accordance with the time set forth therein and at the prices stated in Attachment A.

The Bidder confirms that the General Provisions and the standard specifications for this contract are located in the Public Works Construction Standards – North Central Texas, Latest Edition.

Accompanying this Bid Proposal is a cashier’s check, certified check, or acceptable bid bond (in general agreement with the provisions of the form provided) in the total amount of $_____________________ (not less than five percent of the maximum amount Bid) made payable to the City of Melissa, Texas. The bid security will be returned to the Bidder unless, in case of award, the undersigned fails to execute a contract and file the required bonds and insurance within ten (10) calendar days of the date of receipt of a written Notice of Award, in which case it shall be retained by the Owner as liquidated damages due to delay and other inconveniences suffered by the Owner as a result of such failure on the part of the Bidder.

It is understood that the City of Melissa reserves the right to reject any or all bids.

It is understood that the quantities of work to be done at unit prices indicated on Attachment A are approximate only and are intended principally to serve as a guide in evaluating bids. It is further agreed that, subject to the constraints of the General Provisions, the quantities of work to be done and materials to be furnished at the unit prices bid may be increased or decreased as may be considered necessary, in the opinion of the Engineer, to complete the work fully as planned and contemplated, and that all quantities of work, whether increased or decreased are to be performed at the unit prices set forth except as provided for in the General Provisions.

Bidder hereby agrees to commence work under this contract within ten (10) calendar days of the date specified in a written "Notice to Proceed" by the Engineer of the City of Melissa, and to complete the project within the number of calendar days proposed by the bidder on the Bid Proposal Form.

E-2

In the event of the award of a contract to the undersigned by the City Council of the City of Melissa, Texas, the undersigned will furnish Performance and Payment Bonds in the amount required, to secure proper compliance with the terms and provisions of the contract, to guarantee and insure the work until final completion and acceptance and to guarantee payment of all lawful claims for labor performed and materials furnished in the fulfillment of the contract.

The Bidder has examined copies of all the Bidding Documents and of the following Addenda if applicable (receipt of which is hereby acknowledged):

Dated Received Number

No. 1

No. 2

No. 3

No. 4

G1

MOBILIZATION AND GENERAL SITE PREPARATION

dollars and ______________ cents per lump sum evenly prorated throughout the term of construction on a monthly basis. 1 LS -$ -$

G2

PROJECT SIGN

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA -$ -$

G3

TRAFFIC CONTROL PLAN, BARRICADES, SIGNS, &

RELATED DEVICES

complete and in place for the amount of:

dollars and ______________ cents per lump sum evenly prorated throughout the term of construction on a monthly basis. 1 LS -$ -$

G4

REMOVE & DISPOSE EX. GRAVEL PAVEMENT

for the amount of:

dollars and ______________ cents per square yard. 1695 SY -$ -$

G5

REMOVE & DISPOSE EX. ASPHALT PAVEMENT

complete and in place for the amount of:

dollars and ______________ cents per square yard. 11202 SY -$ -$

G6

REMOVE & DISPOSE EX. CONCRETE PAVEMENT

complete and in place for the amount of:

dollars and ______________ cents per square yard. 2265 SY -$ -$

G7

REMOVE & DISPOSE EX. CURB RAMPS for the complete and in place for the amount of:

dollars and ______________ cents per each. 8 EA -$ -$

G8

REMOVE & DISPOSE EX. CONCRETE PIPES

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 676 LF -$ -$

G9

REMOVE & DISPOSE EX. DROP INLETS

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA -$ -$

G10

REMOVE & DISPOSE EX. BOX CULVERTS

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 18 LF -$ -$

G11

REMOVE & DISPOSE EX. SAFETY END TREATMENTS

complete and in place for the amount of:

dollars and ______________ cents per each. 8 EA -$ -$

SECTION E - BID PROPOSAL FORM - ATTACHMENT A

BID PROPOSAL: DOD CMU STREETS

CITY OF MELISSA, TEXAS

ITEM NO. DESCRIPTION / UNIT PRICE

TOTAL

EST.

UNIT UNIT PRICE TOTAL AMT.

E-3

G12

REMOVE & SALVAGE EX. TRAFFIC SIGNS AND

ASSEMBLIES

complete and in place for the amount of:

dollars and ______________ cents per each. 14 EA -$ -$

G13

REMOVE & RELOCATE EX. MAILBOXES

complete and in place for the amount of:

dollars and ______________ cents per each. 17 EA -$ -$

G14

REMOVE & SALVAGE EX. CHURCH SIGN

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

G15

REMOVE & DISPOSE EX. MONUMENT SIGN

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

G16

REMOVE & DISPOSE EX. CHAIN-LINK FENCE

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 77 LF -$ -$

G17

REMOVE & RELOCATE EX. METAL BEAM GUARDRAIL

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 110 LF -$ -$

G18

REMOVE & SALVAGE EX. WATER LINE TEE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

G19

REMOVE & DISPOSE EX. 6" WATER LINE

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 80 LF -$ -$

G20

REMOVE & DISPOSE EX. 8" WATER LINE

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 80 LF -$ -$

G21

REMOVE & DISPOSE EX. SANITARY SEWER MANHOLE

complete and in place for the amount of:

dollars and ______________ cents per each.

2 EA -$ -$

G22

REMOVE & DISPOSE OF EX. 6" SANITARY SEWER LINE

complete and in place for the amount of:

dollars and ______________ cents per linear foot.

328 LF -$ -$

G23

REMOVE & DISPOSE OF EX. 8" SANITARY SEWER LINE

complete and in place for the amount of:

dollars and ______________ cents per linear foot.

40 LF -$ -$

E-4

G24

REMOVE EX. PAVEMENT MARKINGS

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 308 LF -$ -$

G25

REMOVE & DISPOSE EX. CONCRETE WHEEL STOP

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA

E1

STORMWATER POLLUTION PREVENTION PLAN &

EROSION CONTROL

complete and in place for the amount of:

dollars and ______________ cents per lump sum evenly prorated throughout the term of construction on a monthly basis. 1 LS -$ -$

E2

BLOCK SOD

complete and in place for the amount of:

dollars and ______________ cents per square yard. 9854 SY -$ -$

E3

HYDRAULIC MULCH WITH EROSION CONTROL

BLANKET

complete and in place for the amount of:

dollars and ______________ cents per square yard. 5826 SY -$ -$

E4

INLET PROTECTION

complete and in place for the amount of:

dollars and ______________ cents per each. 28 EA -$ -$

E5

ROCK CHECK DAM

complete and in place for the amount of:

dollars and ______________ cents per linear feet. 196 LF -$ -$

E6

SILT FENCE

complete and in place for the amount of:

dollars and ______________ cents per linear feet. 4444 LF -$ -$

P1

EMBANKMENT

complete and in place for the amount of:

dollars and ______________ cents per cubic yard. 2621 CY -$ -$

P2

UNCLASSIFIED STREET EXCAVATION

complete and in place for the amount of:

dollars and ______________ cents per cubic yard. 10439 CY -$ -$

P3

2" TYPE D HMAC PG64-22

complete and in place for the amount of:

dollars and ______________ cents per ton. 330 TON -$ -$

P4

4" TYPE B HMAC PG64-22

complete and in place for the amount of:

dollars and ______________ cents per ton. 659 TON -$ -$

E-5

P5

TEMPORARY 4" TYPE B HMAC PG64-22 PARKING

complete and in place for the amount of:

dollars and ______________ cents per ton. 166 TON -$ -$

P6

4" TYPE B SP PG64-22

complete and in place for the amount of:

dollars and ______________ cents per ton. 77 TON -$ -$

P7

PRIME COAT (MC-30 OR AE-P)

complete and in place for the amount of:

dollars and ______________ cents per square yard. 2996 SY -$ -$

P8

4" THICK REINFORCED CONCRETE SIDEWALK

(EXPOSED AGGREGATE) complete and in place for the amount of:

dollars and ______________ cents per square yard. 1572 SY -$ -$

P9

6" THICK REINFORCED CONCRETE PAVEMENT

complete and in place for the amount of:

dollars and ______________ cents per square yard. 1118 SY -$ -$

P10

6" THICK REINFORCED CONCRETE PAVEMENT

(INCLUDING INTEGRAL CURB)

complete and in place for the amount of:

dollars and ______________ cents per square yard. 588 SY -$ -$

P11

9" THICK REINFORCED CONCRETE PAVEMENT

(INCLUDING INTEGRAL CURB)

complete and in place for the amount of:

dollars and ______________ cents per square yard. 8913 SY -$ -$

P12

11" THICK REINFORCED CONCRETE PAVEMENT

(INCLUDING INTEGRAL CURB) (WITHIN TxDOT ROW) complete and in place for the amount of:

dollars and ______________ cents per square yard. 210 SY -$ -$

P13

STAMPED & STAINED CONCRETE PAVEMENT complete and in place for the amount of:

dollars and ______________ cents per square yard. 837 SY -$ -$

P14

STAMPED & STAINED CONCRETE PAVEMENT (WITHIN

TxDOT ROW) complete and in place for the amount of:

dollars and ______________ cents per square yard. 90 SY -$ -$

P15

V-CURB

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 17 LF -$ -$

P16

REINFORCED CONCRETE STREET HEADER

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 182 LF -$ -$

E-6

P17

PEDESTRIAN HANDRAIL

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 22 LF -$ -$

P18

CURB RAMP (Type 2) complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

P19

CURB RAMP (Type 7) complete and in place for the amount of:

dollars and ______________ cents per each. 20 EA -$ -$

P20

CURB RAMP (Type 10) complete and in place for the amount of:

dollars and ______________ cents per each. 4 EA -$ -$

P21

8" LIME TREATED SUBGRADE

complete and in place for the amount of:

dollars and ______________ cents per square yard. 13349 SY -$ -$

P22

HYDRATED LIME (48#/SY)

complete and in place for the amount of:

dollars and ______________ cents per ton. 320 TON -$ -$

P23

8" LIME TREATED SUBGRADE (WITHIN TxDOT ROW) complete and in place for the amount of:

dollars and ______________ cents per square yard. 348 SY -$ -$

P24

HYDRATED LIME (48#/SY)( WITHIN TxDOT ROW) complete and in place for the amount of:

dollars and ______________ cents per ton. 9 TON -$ -$

W1

ADJUST EX WATER VALVE TO GRADE

complete and in place for the amount of:

dollars and ______________ cents per each. 9 EA -$ -$

W2

ADJUST EX FIRE HYDRANT TO GRADE

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA -$ -$

W3

REPLACE & ADJUST EX WATER METER BOX

TO GRADE

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA -$ -$

W4

ADJUST EX WATER METER BOX TO GRADE

complete and in place for the amount of:

dollars and ______________ cents per each. 3 EA -$ -$

W5

RELOCATE EX FIRE HYDRANT ASSEMBLY

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

E-7

W6

CONCRETE ENCASEMENT OVER PROP. WATER LINE

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 18 LF -$ -$

W7

6" WATER LINE AWWA C900 DR-18 PVC PIPE (BY

OPEN CUT)

complete in place for the amount of:

dollars and ______________ cents per linear foot. 97 LF -$ -$

W8

8" WATER LINE AWWA C900 DR-18 PVC PIPE (BY

OPEN CUT)

complete in place for the amount of:

dollars and ______________ cents per linear foot. 82 LF -$ -$

W9

12" WATER LINE AWWA C900 DR-18 PVC PIPE (BY

OPEN CUT)

complete in place for the amount of:

dollars and ______________ cents per linear foot. 152 LF -$ -$

W10

18" WATER LINE AWWA C900 DR-18 PVC PIPE (BY

OPEN CUT)

complete in place for the amount of:

dollars and ______________ cents per linear foot. 44 LF -$ -$

W11

DUCTILE IRON FITTINGS

complete in place for the amount of:

dollars and ______________ cents per ton. 1.7 TON -$ -$

W14

2" AIR RELEASE VALVE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

W12

6" GATE VALVE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

W13

8" GATE VALVE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

W15

6" BLOW OFF VALVE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

W16

CONNECT TO EX. WATER LINE

complete and in place for the amount of:

dollars and ______________ cents per each. 4 EA -$ -$

W17

TRENCH SAFETY FOR WATER LINE CONSTRUCTION

complete and in place for the amount of:

_____________________________________ dollars and

______________ cents per linear foot. 358 LF -$ -$

E-8

W18

WATER LINE DISINFECTION, BACTERIOLOGICAL

TESTING, & HYDROSTATIC TESTING

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 358 LF -$ -$

SS1

ADJUST TOP OF EX. SANITARY SEWER MANHOLE TO

GRADE

complete and in place for the amount of:

dollars and ______________ cents per each. 5 EA -$ -$

SS2

ADJUST TOP OF EX. SANITARY SEWER CLEANOUT TO

GRADE

complete and in place for the amount of:

dollars and ______________ cents per each. 3 EA -$ -$

SS3

INSTALL ECCENTRIC CONE ON EX. SANITARY SEWER

MANHOLE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SS4

CORE & CONNECT TO EX. SANITARY SEWER

MANHOLE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SS5

CONNECT EX. SANITARY SEWER LINE TO MANHOLE

WITH INSIDE DROP CONNECTION

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SS6

PLUG & REWORK EX. 6" FLOWLINE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SS7

PLUG & REWORK EX. 8" FLOWLINE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SS8

6" SANITARY SEWER MAIN CLEANOUT

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA -$ -$

SS9

CONCRETE ENCASEMENT OVER PROP. SS complete and in place for the amount of:

dollars and ______________ cents per linear foot. 54 LF -$ -$

SS10

CONCRETE ENCASEMENT UNDER EX. GTUA WATER

LINE (DETAIL 2)

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA -$ -$

E-9

SS11

8" ASTM D3034 SDR-26 PVC SANITARY SEWER PIPE

(BY OPEN CUT)

complete in place for the amount of:

dollars and ______________ cents per linear foot. 1038 LF -$ -$

SS12

5' SANITARY SEWER MANHOLE

complete in place for the amount of:

dollars and ______________ cents per each. 5 EA -$ -$

SS13

APPLY EXPOXY COATING TO SANITARY SEWER

MANHOLES

complete and in place for the amount of:

dollars and ______________ cents per vertical foot. 74 VF -$ -$

SS14

CONNECT EX. 6" SANITARY SEWER SERVICE LINE TO

PROP. 8" MAIN

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SS15

VACUUM TESTING OF SANITARY SEWER MANHOLES

complete and in place for the amount of:

dollars and ______________ cents per each. 10 EA -$ -$

SS16

SANITARY SEWER LINE CCTV AND MANDREL

TESTING

complete and in place for the amount of:

_____________________________________ dollars and

______________ cents per linear foot. 1038 LF -$ -$

SS17

SANITARY SEWER LINE LOW PRESSURE AIR TESTING

complete and in place for the amount of:

dollars and ______________ cents per each.

1038 EA -$ -$

SS18

TRENCH SAFETY FOR SANITARY SEWER LINE

CONSTRUCTION

complete and in place for the amount of:

dollars and ______________ cents per each. 1038 LF -$ -$

SD1

18" CLASS III RCP

complete and in place for the amount of:

dollars and ______________ cents per each. 975 LF -$ -$

SD2

21" CLASS III RCP

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 134 LF -$ -$

SD3

24" CLASS III RCP

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 267 LF -$ -$

SD4

30" CLASS III RCP

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 169 LF -$ -$

E-10

SD5

36" CLASS III RCP

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 445 LF -$ -$

SD6

12" CLASS IV RCP

complete and in place for the amount of:

dollars and ________________ cents per linear foot. 67 LF -$ -$

SD7

15" CLASS IV RCP

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 173 LF -$ -$

SD8

18" CLASS IV RCP

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 267 LF -$ -$

SD9

21" CLASS IV RCP

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 165 LF -$ -$

SD10

24" CLASS IV RCP

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 18 LF -$ -$

SD11

22" x 24" (ELLIPTICAL) CLASS IV RCP complete and in place for the amount of:

dollars and ______________ cents per linear foot. 82 LF -$ -$

SD12

3'x2' CLASS IV RCB complete and in place for the amount of:

dollars and ______________ cents per linear foot. 168 LF -$ -$

SD13

18" ADS DUAL WALL N12 PIPE

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 4 LF -$ -$

SD14

12" PRECAST SAFETY END TREATMENT

(TxDOT SET-SC) complete and in place for the amount of:

dollars and ______________ cents per each. 4 EA -$ -$

SD15

15" PRECAST SAFETY END TREATMENT

(TxDOT SET-SC) complete and in place for the amount of:

dollars and ______________ cents per each. 10 EA -$ -$

SD16

SAFETY END TREATMENT (TxDOT SET B-SW-0) complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SD17

STANDARD 5' CURB INLET

complete and in place for the amount of:

E-11

SD18

STANDARD 10' CURB INLET

complete and in place for the amount of:

dollars and ______________ cents per each. 14 EA -$ -$

SD19

10' CURB INLET (TxDOT I-CU(FTW)) complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SD20

DURASLOT XL- CAST-IN-PLACE TRENCH DRAIN

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA -$ -$

SD21

2' x 2' DROP INLET WITH 2' CONCRETE APRON complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SD22

3' x 3' DROP INLET WITH 2' CONCRETE APRON complete and in place for the amount of:

dollars and ______________ cents per each. 8 EA -$ -$

SD23

4' x 4' STORM DRAIN MANHOLE complete and in place for the amount of:

dollars and ______________ cents per each. 4 EA -$ -$

SD24

5' x 5' STORM DRAIN MANHOLE complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA -$ -$

SD25

21" SLOPED END HEADWALL

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SD26

24" SLOPED END HEADWALL

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SD27

POND OUTLET STRUCTURE

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SD28

CONCRETE FLUME

complete and in place for the amount of:

dollars and ______________ cents per cubic yard. 14 CY -$ -$

SD29

SIDEWALK FLUME

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

SD30

6" THICK NON-GROUTED RIP-RAP

complete and in place for the amount of:

dollars and ______________ cents per cubic yard. 62 SY -$ -$

E-12

SD31

12" THICK NON-GROUTED RIPRAP & 6" THICK

BEDDING

complete and in place for the amount of:

dollars and ______________ cents per square yard. 44 SY -$ -$

SD32

18" THICK NON-GROUTED RIPRAP & 6" THICK

BEDDING

complete and in place for the amount of:

dollars and ______________ cents per square yard. 100 SY -$ -$

SD33

GTUA CONCRETE ENCASEMENT OVER EX. GTUA

WATER LINE (DETAIL 3)

complete and in place for the amount of:

dollars and ______________ cents per each. 6 EA -$ -$

SD34

GTUA CONCRETE ENCASEMENT OVER EX. GTUA

WATER LINE (DETAIL 6)

complete and in place for the amount of:

dollars and ______________ cents per each. 3 EA -$ -$

SD35

STORM SEWER LINE CCTV TESTING

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 2930 LF -$ -$

SD36

TRENCH SAFETY FOR STORM SEWER

CONSTRUCTION

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 2930 LF -$ -$

L1

CONDUIT (PVC)(SCH 40)(4")

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 2505 LF -$ -$

L2

CONDUIT (RM)(2")

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 80 LF -$ -$

L3

ELECTRICAL CONDUCTORS (NO.12)(INSULATED)

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 4850 LF -$ -$

L4

ELECTRICAL CONDUCTORS (NO.10)(BARE)

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 1795 LF -$ -$

L5

GROUND BOX TY A (122311)

complete and in place for the amount of:

dollars and ______________ cents per each. 10 EA -$ -$

L6

GROUND BOX TY A (122311) WITH APRON

complete and in place for the amount of:

dollars and ______________ cents per each. 6 EA -$ -$

E-13

L7

ELECTRICAL SERVICE (TY A) 120/240

060(NS)SS(E)PS(U)

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA -$ -$

L8

DECORATIVE POST TOP LIGHT POLE

complete and in place for the amount of:

dollars and ______________ cents per each. 20 EA -$ -$

L9

DRILLED SHAFT FOUNDATION

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 160 LF -$ -$

L10

GROUND BOX (ONCOR STANDARD)

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

LS1

IRRIGATION SYSTEM

complete and in place for the amount of:

dollars and ______________ cents per lump sum. 1 LS -$ -$

LS2

PLANTING SOIL

complete and in place for the amount of:

dollars and ______________ cents per cubic yard. 208 CY -$ -$

LS3

4" HARDWOOD MULCH

complete and in place for the amount of:

dollars and ______________ cents per cubic yard. 116 CY -$ -$

LS4

3" CALIPER TREES (CEDAR ELM)

complete and in place for the amount of:

dollars and ______________ cents per each. 10 EA -$ -$

LS5

3" CALIPER TREES (SOUTHERN LIVE OAK)

complete and in place for the amount of:

dollars and ______________ cents per each. 6 EA -$ -$

LS6

3-GALLON SHRUBS (DWARF TEXAS SAGE)

complete and in place for the amount of:

dollars and ______________ cents per each. 253 EA -$ -$

LS7

3-GALLON SHRUBS (HEATWAVE BLAZE SAGE)

complete and in place for the amount of:

dollars and ______________ cents per each. 486 EA -$ -$

LS8

3-GALLON SUCCULENTS (COLOR GUARD ADAM'S

NEEDLE) complete and in place for the amount of:

dollars and ______________ cents per each. 80 EA -$ -$

E-14

LS9

1-GALLON ORNAMENTAL GRASSES (MEXICAN

FEATHERGRASS)

complete and in place for the amount of:

dollars and ______________ cents per each. 208 EA -$ -$

LS10

1-GALLON GROUND COVER (SILVER DRAGON LILY

TURF) complete and in place for the amount of:

dollars and ______________ cents per each. 538 EA -$ -$

LS11

1-GALLON GROUND COVER (PURPLE LEAF

WINTERCREEPER)

complete and in place for the amount of:

dollars and ______________ cents per each. 1262 EA -$ -$

LS12

3-GALLON SHRUB (ROSE CREEK ABELIA)

complete and in place for the amount of:

dollars and ______________ cents per each. 28 EA

LS13

3-GALLON SHRUB (TEXAS LANTANA)

complete and in place for the amount of:

dollars and ______________ cents per each. 10 EA

LS14

3-GALLON SHRUB (FLIRT HEAVENLY BAMBOO)

complete and in place for the amount of:

dollars and ______________ cents per each. 4 EA

LS15

3-GALLON SHRUB (MISSOURI PRIMROSE)

complete and in place for the amount of:

dollars and ______________ cents per each. 17 EA

LS16

3-GALLON SHRUB (BLUE BOY DWARF ROSEMARY)

complete and in place for the amount of:

dollars and ______________ cents per each. 5 EA

LS17

1-GALLON ORNAMENTAL GRASS (BLUE GRAMA

GRASS) complete and in place for the amount of:

dollars and ______________ cents per each. 54 EA

LS18

1-GALLON ORNAMENTAL GRASS (TEXAS

BLUEGRASS) complete and in place for the amount of:

dollars and ______________ cents per each. 10 EA

LS19

1-GALLON PERENNIAL PLANT (PRAIRIE VERBENA)

complete and in place for the amount of:

dollars and ______________ cents per each. 30 EA

LS20

1-GALLON PERENNIAL PLANT (CEDAR SAGE) complete and in place for the amount of:

dollars and ______________ cents per each. 4 EA

E-15

LS21

1-GALLON PERENNIAL PLANT (DOWNY SKULLCAP)

complete and in place for the amount of:

dollars and ______________ cents per each. 6 EA

LS22

1-GALLON PERENNIAL PLANT (TEXAS ASTER)

complete and in place for the amount of:

dollars and ______________ cents per each. 20 EA

LS23

PORTABLE PLANTER TYPE A

complete and in place for the amount of:

dollars and ______________ cents per each. 10 EA

LS24

PORTABLE PLANTER TYPE B

complete and in place for the amount of:

dollars and ______________ cents per each. 5 EA

LS25

METAL EDGE WALL WITH BENCH LAYOUT A

complete and in place for the amount of:

dollars and ______________ cents per each. 3 EA

LS26

METAL EDGE WALL WITH BENCH LAYOUT B

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA

LS27

CITY LOGO ON PLANTER

complete and in place for the amount of:

dollars and ______________ cents per each. 5 EA

LS28

BENCH complete and in place for the amount of:

dollars and ______________ cents per each. 8 EA

LS29

WASTE RECEPTACLE

complete and in place for the amount of:

dollars and ______________ cents per each. 6 EA

LS30

METAL BOLLARD

complete and in place for the amount of:

dollars and ______________ cents per each. 2 EA

S1

4" WIDE SOLID WHITE LINE (THERMOPLASTIC)

complete and in place for the amount of:

__________________________________________dollar s and ______________ cents per linear foot. 3159 LF -$ -$

S2

4" WIDE SOLID DOUBLE YELLOW LINE

(THERMOPLASTIC)

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 3253 LF -$ -$

S3

24" WIDE SOLID WHITE STOP BAR (THERMOPLASTIC)

complete and in place for the amount of:

dollars and ______________ cents per linear foot. 299 LF -$ -$

E-16

S4

STANDARD WHITE RAILROAD CROSSING SYMBOL

(THERMOPLASTIC)

complete and in place for the amount of:

dollars and ______________ cents per each. 1 EA -$ -$

S5

UNIVERSAL HANDICAP PARKING SPACE SYMBOL

complete and in place for the amount of:

__________________________________________dollar s and ______________ cents per each. 2 EA -$ -$

S6

TRAFFIC SIGN SUPPORTS & ASSEMBLIES

complete and in place for the amount of:

__________________________________________dollar s and ______________ cents per each. 17 EA -$ -$

S7

ADA ACCESSIBLE SIGN SUPPORTS & ASSEMBLIES

complete and in place for the amount of:

__________________________________________dollar s and ______________ cents per each. 2 EA -$ -$

S8

REMOVE & RELOCATE SIGN SUPPORTS AND

ASSEMBLIES

complete and in place for the amount of:

dollars and ______________ cents per each. 8 EA -$ -$

S9

CONCRETE WHEEL STOP

complete and in place for the amount of:

TOTAL AMOUNT OF BID:

SUBMITTED BY:

SUBMITTED ON:

E-17

E-18

Schedule Proposal:

Contractor agrees to perform all work within calendar days from the notice to proceed issued by the Owner.

The proposed schedule may be used to assess liquidated damages in accordance with Section 108.8 of the General Provisions should the contractor fail to complete the project in the time specified in this proposal.

Selection Criteria:

The lowest responsible bidder will be chosen, in a manner solely determined by the Owner, based on a combination of the bidder’s qualifications statements submitted with the bid, prices listed in the proposal, and bidder’s proposed schedule.

The undersigned certifies that the bid prices shown on Attachment A have been carefully checked and are submitted as correct and final.

All addenda have been signed and submitted with the bid proposal.

The address indicated below will be used for all correspondence in relation to this contract unless otherwise noted.

Bid Submitted By:

Contractor:

Contractor’s Representative (Printed)

Contractor’s Representative (Signature) Seal

(If Corporation)

Title

ATTEST:

Street Address

Secretary City and State

Telephone No.

NOTE: Powers of attorney authorizing agents to sign the proposal must be certified, must be in writing and must accompany this proposal.

F-1

SECTION F - BID BOND

STATE OF TEXAS §

§ KNOW ALL MEN BY THESE PRESENTS:

COUNTY OF COLLIN §

THAT ______________________________________________, a corporation organized and existing under the laws of the State of _______________, and fully authorized to transact business in the State of Texas, whose address is ________________________…