REQUEST FOR COMPETITIVE SEALED PROPOSALS

Pursuant to Chapter 2269 of the Texas Government Code and other applicable law, the City of Bryan (the “City”) is soliciting Competitive Sealed Proposals from qualified firms interested in providing construction services in connection with the construction of

WOODVILLE ROAD WIDENING PHASE 1

CITY OF BRYAN JOB NO. 332-350-411-425-DE-2302

PRE-PROPOSAL MEETING (NON-MANDATORY) October 16, 2026 @ 10:00 AM via ZOOM https://us02web.zoom.us/j/82802468623?pwd=bbI5KIndKb8WLe2iELov3NRZnJHbu0.1

MEETING ID: 867 0527 3667

PASSCODE: 095460

DIAL IN: 1-346-248-7799

In order to ensure a fair and public process, all questions related to this Request for Proposals shall be addressed in writing, via the Brazos Valley Online Bidding System (https://brazosbid.ionwave.net) prior to 10:00 AM CST on October 19, 2026. Contact with any City of Bryan employee or official is prohibited without prior written consent from the City Purchasing Supervisor. Failure to observe this requirement may be grounds for rejection of the Proposal.

You may upload one (1) electronic bid response to the City’s procurement website at https://brazosbid.ionwave.net/. The electronic submission must include all required elements of the bid, such as pricing, required forms, and supporting documentation. Electronic submission closes at 2:00 PM, October 29, 2026. Please note: The City of Bryan is not responsible for high internet traffic or technical issues at or near the submission deadline. Bidders who submit during peak traffic times assume the risk that their response may not be received by the due date and/or time.

Alternatively, if you choose to submit a hard copy, one (1) original unbound response must be returned in a sealed envelope clearly bearing the name and address of the respondent. Sealed bid responses will be accepted until 2:00 PM CST on October 29, 2026, and shall be delivered to the location noted below:

City of Bryan, Purchasing Department

RFP #27-005

Catherine Benavides, Buyer 2611 N Earl Rudder Fwy

Bryan TX 77803

Public acknowledgement of proposal will be held via Zoom immediately following the closing time:

https://us02web.zoom.us/j/85940454373?pwd=1DaSdEOIgHcYNJ8QacvJjCrRDzszUx.1

MEETING ID: 859 4045 4373

PASSCODE: 710316

DIAL IN: 1-346-248-7799

Plans, Specifications and Information for Proposers are online at https://brazosbid.ionwave.net.

No Proposal may in any way qualify, modify, substitute or change any part of the specifications or contract documents.

The City believes that the data contained in these specifications is sufficient for the preparation of Competitive Sealed Proposals. Requests for additional information will be considered depending on the proposal time frame and the availability of the requested information. Such https://us02web.zoom.us/j/82802468623?pwd=bbI5KIndKb8WLe2iELov3NRZnJHbu0.1 https://us02web.zoom.us/j/85940454373?pwd=1DaSdEOIgHcYNJ8QacvJjCrRDzszUx.1 information will be submitted to all known Proposers simultaneously on the website mentioned above.

Pursuant to Government Code Chapter 2269, subchapter D, the City of Bryan may enter into a contract with the Offeror meeting all the qualifications and specifications that submits the Competitive Sealed Proposal that offers the best value to the City. The City will evaluate and rank Proposals considering the selection criteria and weighted value set forth in the request for proposals. The City of Bryan reserves the right to accept or reject any or all Proposals, to waive any informalities and technicalities, to accept the offer considered most advantageous and to award the Proposal to the vendor offering the best value to the City of Bryan. Additionally, all Proposers are hereby notified that the City of Bryan shall consider all factors it believes to be relevant in the determination of the best value including, but not limited to, the proximity of the Proposer as it relates to their ability to perform the contract for the City of Bryan.

CONTRACT DOCUMENTS AND SPECIFICATIONS FOR

RFP #27-005

TABLE OF CONTENTS

Section

Disclosure Requirements

Additional Certifications

Request for Competitive Sealed Proposals

Anticipated Schedule of Events

Project Scope, Budget and Completion Date

Proposal Pages (RETURN THIS SECTION WITH PROPOSAL)

Special Provisions

Technical Specifications

Drawings – Separate Attachment

Cost Proposal Form (excel format) – Separate Attachment

CITY OF BRYAN STANDARD SPECIFICATIONS

(not included but made part of this contract) http://www.bcsunited.net/

GENERAL:

Spec 01 30 00 ...............Digital Construction Pictures Spec 01 55 26 ...............Traffic Control Spec 01 58 00 ...............Project Identification (City of Bryan Only) Spec 01 71 13 ...............Mobilization Spec 01 71 23 ...............Construction Surveying Spec 02 41 13.13 ..........Removal of Existing Concrete Spec 03 30 00 ...............Concrete Spec 03 30 01 ...............Concreate Blocking or Anchorage Spec 03 34 00 ...............Flowable Fill Existing Line Spec 04 05 12 ...............Mortar and Grout Spec 09 03 12 ...............Conductive Trace Wire for Water Pipe and Sewer Force Main Installation Spec 31 11 00 ...............Clearing and Grubbing Spec 31 23 23.53 ..........Cement Stabilized Sand Backfill Spec 31 23 33 ...............Excavating, Trenching, and Backfilling Spec 31 25 13 ...............Erosion and Sedimentation Control Spec 31 50 00 ...............Trench Safety Spec 32 92 13 ...............Hydro-Mulch Seeding Spec 33 05 01 ...............Polyvinylchloride Pipe and Fittings http://www.bcsunited.net/

STREETS:

Spec 31 23 00 ...............Excavation and Embankment Spec 32 05 17 ...............Asphalts, Oils, and Emulsions Spec 32 11 14 ...............Flexible Base Crushed Stone Limestone Spec 32 11 16 ...............Subgrade Preparation and Compaction Spec 32 11 29 ...............Lime Stabilization Spec 32 11 29.01 ..........Sprinkling Spec 32 11 29.02 ..........Rolling Spec 32 11 34 ...............Cement Stabilization of Material in Place Spec 32 12 16 ...............Hot-Mix Asphaltic Concrete Pavement Spec 32 13 13 ...............Concrete Pavement Spec 32 16 13 ...............Concrete Curb and Gutter Spec 32 16 13.01 ..........Concrete Sidewalk Spec 32 17 23.23 ..........Pavement Markers (Reflectorized) Spec 34 41 13 ...............Signage

SANITARY SEWER:

Spec 33 01 30.13 ..........Testing for Sanitary Sewage Gravity System Spec 33 31 13 ...............Sanitary Sewer System Spec 33 39 13 ...............Manholes

ADDITIONAL SPECIFICATIONS:

(Included herein)

Technical Specifications for TxDOT

The Texas Department of Transportation “Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges,” 2014 Edition, is incorporated herein for all intents and purposes.

If a standard specified in that document conflicts with a standard included within a bid specifications document, the standard in the bid specifications document controls. If the standard is still unclear, the Engineer will determine which standard controls and his determination shall be final.

City of Bryan Record of Excavation

Policy Utility Installation Notifications

Wage Scale

Sales Tax Exemption Permit

General Provisions and Requirements

Contract

Exhibit C – City Insurance Requirements

Performance Bond

Payment Bond

Contractor’s Affidavit of Bills Paid

APPENDIX A - City of Bryan Contractor Registration Program Instructions

DISCLOSURE REQUIREMENTS

Chapter 176 of the Texas Local Government Code mandates the public disclosure of certain information concerning persons doing business or seeking to do business with the City of Bryan, including affiliations and business and financial relationships such persons may have with City of Bryan officers. An explanation of the requirements of Chapter 176, applicable forms and a complete text of the new law are available at:

http://www.bryantx.gov/purchasing-services/#vendorethics

If you are unable to obtain such information online, please contact the City of Bryan Purchasing Department via email at purchasing@bryantx.gov or call (979) 209-5505.

BY DOING BUSINESS OR SEEKING TO DO BUSINESS WITH THE CITY OF BRYAN,

YOU ACKNOWLEDGE THAT YOU HAVE BEEN NOTIFIED OF THE REQUIREMENTS

OF CHAPTER 176 OF THE TEXAS LOCAL GOVERNMENT CODE AND THAT YOU

ARE SOLELY RESPONSIBLE FOR COMPLYING WITH THEM.

DISCLOSURE OF INTERESTED PARTIES

Section 2252.908 of the Government Code law states that a governmental entity or state agency may not enter into certain contracts with a business entity unless the business entity submits a disclosure of interested parties to the governmental entity or state agency at the time the business entity submits the signed contract to the governmental entity or state agency. The law applies only to a contract of a governmental entity or state agency that either (1) requires an action or vote by the governing body of the entity or agency before the contract may be signed or (2) has a value of at least $1 million. The disclosure requirement applies to a contract entered into on or after January 1, 2016. The process as implemented by the Texas Ethics Commission is as follows:

1. A business entity must use the application to enter the required information on Form 1295 and print a copy of the form and a separate certification of filing that will contain a unique certification number.

2. An authorized agent of the business entity must sign the printed copy of the form and have the form notarized. The completed Form 1295 and certification of filing must be filed with the city “at the time the business entity submits the signed contract” to the city.

3. The city must notify the Commission, using the Commission’s filing application, of the receipt of the filed Form 1295 and certification of filing not later than the 30th day after the date the contract binds all parties to the contract.

For more information regarding how to file Form 1295, please click on the following link:

https://www.ethics.state.tx.us/filinginfo/1295 .

http://www.bryantx.gov/purchasing-services/#vendorethics mailto:purchasing@bryantx.gov https://www.ethics.state.tx.us/whatsnew/elf_info_form1295.htm

Additional Certifications

Pursuant to Texas Government Code 2252.152, contracts with companies engaged in business with Iran, Sudan, or foreign terrorist organizations are prohibited; a governmental entity may not enter into a governmental contract with a company that is identified on a list prepared and maintained under Government Code Sections 806.051, 807.051, or 2252.153.

Pursuant to Government Code 2270.002, a governmental entity may not enter into a contract with a company for goods or services unless the contract contains written verification the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract.

Confidential Information

Any information deemed to be confidential or proprietary by Proposer should be clearly annotated on the pages where confidential or proprietary information is contained. The City cannot guarantee that it will not be required to disclose all or part of any public record under Texas Public Information Act, since information deemed to be confidential or proprietary by Proposer may not be confidential or proprietary under Texas Law, or pursuant to a Court order. Pursuant to Government Code, Chapter 552, the City must disclose certain contracting information and the law presumes that most contracting information is public. Certain types of contracting information must generally be released under the Public Information Act: overall price; price and description of items or services to be delivered; delivery and service deadlines; remedies for breach of contract; identity of the parties to the Contract; execution and effective dates; and information connected to a vendor or contractor’s performance on the Contract. Additionally, information regarding performance under the Contract, including breaches of the Contract, Contract variances, amendments, liquidated damages, and other penalties for non- performance, must generally be released under the Public Information Act.

The requirements of Subchapter J, Chapter 552, Government Code, may apply to this RFP and the contractor or vendor agrees that the Contract can be terminated if the contractor or vendor knowingly or intentionally fails to comply with a requirement of that subchapter.

http://www.statutes.legis.state.tx.us/GetStatute.aspx?Code=GV&Value=552

• October 9, 2026 – Issue Date

• October 16, 2026 @ 10:00 AM CST – Non-Mandatory Pre-Proposal meeting to be held via zoom:

https://us02web.zoom.us/j/86705273667?pwd=uFatnGLO8oGdSDWHRfxjEvzNdv7M5a.1

MEETING ID: 828 0246 8623

PASSCODE: 037201

• October 19, 2026 @ 10:00 AM CST - Deadline for written requests for clarifications to the RFP.

• October 26, 2026 @ 3:00 PM CST – Deadline to Issue Final Addendum

• October 29, 2026 @ 2:00 PM CST – Sealed Proposals delivered to the Office of the Purchasing Department, City of Bryan, 300 S Texas Ave, Bryan, TX. Proposals received after the time and date set for the opening of Proposals will not be accepted and will be returned unopened.

• The proposal opening will be held virtually via Zoom at 2:01 PM. Zoom information below:

https://us02web.zoom.us/j/85940454373?pwd=1DaSdEOIgHcYNJ8QacvJjCrRDzszUx.1

MEETING ID: 859 4045 4373

PASSCODE: 710316

• November 18, 2026 – Anticipated date of Notice of Intent to Award

• December 4, 2026 – All Submittals for project due 10 Business Days from Notice of

Intent to Award

• December 8, 2026 – Anticipated date of Signed Contract

• December 17, 2026 – Performance and Payment Bonds due within 7 business days of Signed Contract

• TBD – Anticipated Pre-Construction Meeting

• January 20, 2027 – Anticipated date of Notice to Proceed

• September 11, 2028 – Targeted Completion Date

ANTICIPATED SCHEDULE OF EVENTS

https://us02web.zoom.us/j/86705273667?pwd=uFatnGLO8oGdSDWHRfxjEvzNdv7M5a.1 https://us02web.zoom.us/j/85940454373?pwd=1DaSdEOIgHcYNJ8QacvJjCrRDzszUx.1

Architect/Engineer: The Project has been designed by Rabon Metcalf, P.E.

RME Consulting Engineers TBPE FIRM Registration No. F-4695 PO Box 9253 College Station, Texas 77842 979-219-4174

Location: The project is located at the intersection of BS- 6-R (Texas Avenue) and Woodville and ending at the intersection of Old Hearne Road.

Project Scope: The City anticipates the scope of work for the Project to consist of the following responsibilities and the following items:

• Demolition

• Clearing and grubbing

• Earthwork

• Concrete Pavement

• Asphalt pavement

• Concrete Sidewalks and shared use paths

• Storm sewer

• Waterlines including services

• Sanitary sewer including manholes and services

The Project will be designed and constructed so as to meet all applicable federal, state, and local accessibility standards.

The selected Offeror will be also responsible for: obtaining all applicable permits and inspections;

providing all necessary performance and payment bonds and insurance certificates; and providing the Owner with all manufacturers’ warranties and all operations and maintenance (O & M) manuals for all equipment installed.

The selected Offeror may be required to perform some or all of the following pre-construction and construction services. Preconstruction Services may include, but not necessarily be limited to, planning and value engineering the Work. Construction Services may include, but not necessarily be limited to, all work associated with construction, occupancy and warranty of the facilities.

Project Estimated Budget: The proposed estimated budget for construction costs for this Project is $6.2 million inclusive of all incidental and contingent expenses associated with the construction of the entire scope of the Project.

Project Estimated Completion Date: The City has established a target commencement date for construction activities as January 20, 2027 or sooner. The projected completion date is estimated to be 415 working days. The City reserves the right to modify the commencement date, subject to Owner and Contractor availability, phase the construction of the Project, or modify the schedule as needed and determined by the City due to modifications in scope.

PROJECT SCOPE, BUDGET AND COMPLETION DATE

PROPOSAL PAGE 10 OF 6

PROPOSAL INSTRUCTIONS

The following items must be included with the Competitive Sealed Proposal (CSP) when it is submitted. The City reserves the right to reject any CSP for failure to comply with these requirements. The Proposal Pages may be removed from the specification booklet and submitted with a proposal bond or cashier’s check. It is not necessary to include copies of the addendums.

A space to acknowledge receipt of addendums is included in the RFP documents.

All proposals shall be accompanied by a proposal bond in the amount of five percent

(5%) of the total proposal amount payable to the City of Bryan, from a surety company authorized to do business in Texas as a guarantee that the Proposer will enter into a contract and provide required insurance within five (5) business days after receiving a Notice of Intent to Award, and will provide to City all submittals required by this contract within ten (10) business days from Notice of Intent to Award, and will provide to the City executed Performance and Payment bonds within seven (7) business days after City Council Award of Contract. The bond shall be on the forms provided, each in the amount of 100% of the contract price from a Surety Company holding a permit in the State of Texas and approved by the Federal Government, and must bear the impressed seal of the surety company and the name of the Proposer, and be signed by the Proposer and an authorized representative of the surety company. Powers of attorney must be attached to the bid bond.

A proposal that has been fully completed and signed by the person authorized to represent the company submitting the CSP. The proposal must use the same form or a photocopy of the form provided in the RFP document. Acknowledgment of the receipt of any and all addenda to the proposals must be provided on the proposal.

If the Proposer is a corporation, a copy of their “Franchise Tax Certificate of Account Status” showing all franchise taxes are current (this item may be submitted to the City within 3 working days of the proposal opening for the proposal to be considered).

All Proposers must have submitted a Contractor’s Registration packet and received a score of 70 or better prior to the date of the CSP opening for the proposal to be considered.

Should the scope of work for these CSP documents fall outside of the construction classifications approved by the Contractor’s Registration process, a “Statement of Qualifications” shall be submitted as part of the CSP. Additional qualifications would be limited to the activities not previously presented under the Contractor Registration program.

All Proposers must submit the “Felony Conviction Notification form” contained within this RFP package. Failure to acknowledge and submit the completed Felony Conviction Notification form is sufficient cause for the CSP to be rejected.

Additional information regarding these items is provided in the Proposal Pages that follow.

Proposers on this work will be required to comply with the President's Executive Order No. 11246 regarding non-discrimination in employment. The requirements under this order are available at the City of Bryan Purchasing Department.

PROPOSAL PAGE 11 OF 6

Contractor may submit additional information relevant to the Selection Criteria listed below. Failure to submit all required documentation in the following order may lead to the rejection of the Proposal.

A. Cost Proposal– 50 Points

1. Completed Competitive Sealed Proposal Form including the Contract Sum and all itemized line items, acknowledgement of all Addenda received, and all required information and signatures in a legible written format.

2. Scoring will take into account the comparison of total contract sum and its relationship to the stated Project Budget.

3. Signed letter from Contractor’s Surety stating Contractor’s ability to acquire bonding in the full contract amount.

4. Value Engineering: Scoring will take into account any proposed substitutions accepted by the City. The total contract sum compared to the stated Project Budget will reflect those substitutions. Please provide any proposed substitutions separately from the original cost proposal.

B. Proposed Schedule – 20 Points

1. Scoring will take into account the comparison of Project Completion date stated in the RFP to the provided schedule milestones.

2. Provide Project Schedule (Gantt Chart) indicating the following:

a. First Available Start date

b. Total Contract Time to Substantial Completion and Final Completion

c. Detailed sequence of construction events

d. Total number of projected rain days in project schedule

3. Value Engineering: Scoring will take into account proposed substitutions accepted by the City that result in an overall positive impact to the project schedule. Please provide any proposed substitutions separately from the original project schedule.

C. Contractor Personnel and Relevant Experience – 15 Points

1. Organizational Chart including the following required information

a. Project Manager

b. Site Superintendent

c. Safety Manager

d. Other Key Personnel

2. Resumes for Project Manager, Site Superintendent, Safety Manager and other Key Personnel not already listed under the Contractor Registration Program including years of experience in their position, and a list of projects which they managed.

3. Company trade organizations / associations / affiliations

4. List of 5 completed projects showing relevant experience with project name, owner/architect/engineer contact information, original project budget and final project cost, original project completion time and actual completion time, and year completed – list contractor Project Manager and Site Superintendents for each.

FORMAT REQUIREMENT

PROPOSAL PAGE 12 OF 6

D. Reputation of Contractor, Quality Assurance & References -10 Points

1. Provide two written references (discussing quality and timeliness on previous projects) from Owners outside the City of Bryan

2. Provide two written references (discussing quality, responsiveness, and timeliness on previous projects) from Architects/Engineers

3. Scoring will take into account the responses received from project references provided in selection criteria C (4).

4. List of 3 most recently completed Projects for the City of Bryan

a. Number of Change Orders per project and costs

b. Date of Completion

c. Number of working days used versus number of working days per the contract

E. Proximity of the Contractor to Perform Work- 5 Points

1. Provide address of contractor’s office from which personnel will operate from

2. Approximate distance from the office to work site in miles.

F. Purchasing Required Documents – No Point Value but Required for a Complete

Response (Felony Conviction Form, Certification of Competitive Sealed Proposal, Acknowledgement of All Addenda)

PROPOSAL PAGE 13 OF 6

The City will review all proposals to determine compliance with the requirements as specified in the RFP. Only submittals which, in the opinion of the Selection Committee, meet the requirements of the RFP will be further evaluated.

Submittals that pass the preliminary review will be evaluated on how well the submittal meets the needs of the City of Bryan as described in the Firm’s response to each requirement listed in the RFP. The Selection Committee will review all written submittals that meet the minimum requirements and will select the top submittals for further review. It is important that the responses be clear and complete so that the Selection Committee can adequately understand all aspects of the submittals.

Information supplied in the RFP in response to the identified project description and proposed scope of work will be evaluated upon the criteria as described below. The “Points” represent the weight the City will place on evaluating each factor.

DESCRIPTION POINTS

Tab A Cost Proposal 50 Tab B Proposed Schedule 20 Tab C Contractor Personnel and Personal Experience 15

Tab D Reputation of Contractor, Quality Assurance & References 10

Tab E Proximity of Contractor to Perform Work 5

Tab F Purchasing Proposal Pages (no point value but required for a complete response) 0

Selection shall be based on the responsible Firm whose submittal(s) is determined to be the best value to the City of Bryan, considering the relative importance of the evaluation criteria listed herein.

After opening and ranking, an award may be made on the basis of the initially submitted proposal, without discussion, clarification or modification, or the City may discuss with the selected Proposer, options for a scope or time modification and any price change associated with the modification. Proposers must indicate any and all modifications or exclusions to the contract with their proposal. Any Proposal may be considered unacceptable if the committee determines it fails to provide adequate technical or pricing information in the Proposals as specified in these Proposal Instructions.

In the event of a tie in the rankings, the City shall break the tie based upon the City’s determination of which Proposal will provide the best value to the City. Subjective judgment on the part of the City is implicit in the criteria selection process. Once the Proposals have been ranked, the City will begin contract negotiations with the first ranked Proposer. If the City is unable to come to terms with the selected Proposer, discussions will be terminated in writing and the City will proceed to negotiate with the next ranked Proposer and repeat the process until a contract agreement is reached or all Proposals are rejected. Upon reaching an agreement the contract will be placed in writing and executed by both parties and a purchase order will be issued by the City for the contract amount.

PROPOSAL SELECTION CRITERIA

PROPOSAL PAGE 14 OF 6

TO THE CITY OF BRYAN

BRYAN, TEXAS

COMPETITIVE SEALED PROPOSAL

DATE:

Proposal of a corporation organized and existing under the laws of the State of ;

or a partnership consisting of ;

or an individual trading as :

The undersigned hereby proposes to furnish all labor and material, tools, and necessary equipment, for the construction of the project, and to perform the work required for the construction of the said project, at the locations set out by the plans and specifications, in strict accordance with the contract documents.

The undersigned further agree to execute the Standard City of Bryan Construction

Contract, of which this proposal, the general conditions, the plans, specifications, special provisions, payment and performance bonds, and advertisements are a part, within 5 business days from the date of Notice of Intent to Award this proposal. The undersigned further agree to provide the City all submittals required by this contract within ten (10) business days from Notice of Intent to Award, and agree to provide to the City executed Performance and Payment bonds within seven (7) business days after City Council Award of Contract. In case the undersigned fails to meet the above obligations within the specified times, the undersigned will be considered as having abandoned it, and the Cashier's Check or Proposer’s Bond in the amount of five percent (5%) of the total amount proposal of ($ ) Dollars accompanying this proposal will be forfeited to the City of Bryan, Texas, by reason of such failure on the part of the undersigned. All proposals shall be accompanied by a proposal bond in the amount of five percent (5%) of the total proposal amount payable to the City of Bryan, from a surety company authorized to do business in Texas as a guarantee that the proposer will fulfill the above-mentioned obligations. The bond must bear the impressed seal of the surety company and the name of the proposer, and be signed by the proposer and an authorized representative of the surety company.

Powers of attorney must be attached to the proposal bond.

The undersigned further agree that the proposal guaranty may be retained by the

City of Bryan, Texas provided the undersigned is one of the three highest ranked proposers, and that said proposal guaranty shall remain with the City of Bryan until the contract has been signed by the successful proposer; otherwise, proposal guaranty may be obtained from the City Purchasing Department after forty-eight hours from the time of opening the CSPs.

The undersigned certify that they are duly authorized to submit this Proposal and that this Proposal is made in good faith without collusion or connection with any other person, persons, partnership, company, firm, association or corporation offering Proposals on this work, and to do the work for the following proposal item unit prices, their associated extended totals and sum of extended totals as listed on the following tabulation forms:

UNIT TOTAL

NO. DESCRIPTION QUANTITY UNIT COST COST

GENERAL ITEMS

Mobilization (per B/CS Spec. 01 71 13, see Special Provision No. 4, including, but not limited to, Project Identification Signs, set-up, bonding & insurance, project overhead and any other related items pertinent to the completion of the project)

1 LS

Traffic Control (Including TCPs for all necessary phases of construction, prepared by State of Texas – PE per TxMUTCD & approved by CoB)

1 LS

3 Construction Surveying (per B/CS Spec. 01

71 23) 1 LS

Clearing & Grubbing (per B/CS Spec. 31 11 00, see Special Provision No. 12 & 14 for additional measures required, clearing & grubbing of all right-of-way, easements and other areas required for the improvements, roots removed & backfilled with select soil & compacted accordingly)

6.0 AC

Mailbox - Brick Enclosure (Type 3A, see Special Provision No.14 for additional measures required, remove existing, provide temporary facilities, and furnish & install permanent mailbox)

8 EA

Mailbox - Wooden Post (Type 3B, see Special Provision No. 14 for additional measures required, remove existing, provide temporary facilities, and furnish & install permanent mailbox)

52 EA

Private Improvement Removal (as shown on the Construction Plans, see Special Provision No. 11 & 14 for additional measures required, removal of plantings, edging, bedding, landscaping rock or edging, sign post, etc...)

1 LS

Pond Draining (see Special Provision No. 14 for additional measures required, siltation control and additional erosion control measures)

1 LS

Chain-link Fence Replacement (Type 1B) (see Special Provision No.14 for additional measures required, all heights, remove existing, provide temporary fencing, and furnish & install permanent fencing, complete & in place)

487 LF

Wrought Iron Fence Replacement (Type 1C) (see Special Provision No.14 for additional measures required, all heights, remove existing, provide temporary fencing, and furnish & install permanent fencing, complete & in place)

196 LF

COST PROPOSAL SHEET

Wood Screening Fence Replacement (Type 1D) (see Special Provision No.14 for additional measures required, all heights, remove existing, provide temporary fencing, and furnish & install permanent fencing, complete & in place)

168 LF

Barbed Wire w/Hog Wire Fence Replacement (Type 1E) (see Special Provision No.14 for additional measures required, all heights, remove existing, provide temporary fencing, and furnish & install permanent fencing, complete & in place)

370 LF

Pipe Fence w/Hog Wire Fence Removal (Type 1F) (see Special Provision No.14 for additional measures required, remove existing, provide temporary fencing, and coordinate replacement fence to be installed with landowner)

264 LF

Pedestrian Gate Replacement (see Special Provision No.14 for additional measures required, all gate heights & types (including hardware & all appurtenances) remove existing, provide temporary facilities, and furnish & install, complete & in place)

2 EA

Vehicular Gate Replacement (see Special Provision No.14 for additional measures required, all gate heights & types (including hardware & all appurtenances) remove existing, provide temporary facilities, and furnish & install, complete & in place)

5 EA

2208 Woodville Road - Cattleguard Relocation (see Special Provision No.14 for additional measures required, concrete footing, pavement repair, and furnish & install permanent fencing, complete & in place)

1 LS

STREET & PAVING IMPROVEMENTS

Demolition of Existing Concrete Pavement (per B/CS Spec. 02 41 13.13, see Special Provision No. 10 & 14 for additional measures required, saw-cut & remove street paving, curbing, sidewalks & driveways, all concrete thickness)

2,923 SY

Demolition of Existing HMAC Pavement (per B/CS Spec. 02 41 13.13, see Special Provision No. 10 & 14 for additional measures required, saw-cut & remove street paving & driveways, all HMAC thickness)

10,309 SY

Demolition of Existing Gravel Pavement (per B/CS Spec. 02 41 13.13, see Special Provision No. 10 & 14 for additional measures required, remove street paving & driveways, all gravel thickness)

165 SY

Proof-Roll Test Along Paving Subgrade (fully loaded street legal tandem axle dump truck

- test to be witnessed by Materials Testing Lab representative w/minimum 24 hours advance notice)

1 LS

Roadway Excavation & Embankment (in-place and unfactored, per B/CS Spec. No. 31 23 00, grading of street, sidewalks, driveways, drainage swales & haul-off of all excess excavation – complete in-place, per Civil Construction Plans)

7,165 CY

8” Chemically Stabilized Subgrade (per B/CS Spec. No. 32 11 29, furnish and install, complete in-place)

16,991 SY

Lime (for chemically stabilized subgrade -estimated at by volume for High & Intermediate plasticity conditions)

264 TON

Cement (for chemically stabilized subgrade -estimated at by volume for Low & Intermediate plasticity conditions)

127 TON

8” Reinforced Concrete Pavement (per B/CS Spec. No. 32 13 13 street paving, street aprons, TxDOT aprons, commercial driveway & street apron, furnish and install, complete in-place)

14,370 SY

6” Reinforced Concrete Pavement w/Brick Pavers (per B/CS Spec. No. 32 13 13 raised island, furnish and install, complete in-place)

24 SY

6” Reinforced Concrete Pavement (per B/CS Spec. No. 32 13 13 street paving, commercial driveway & street apron, furnish and install, complete in-place)

1,014 SY

4” Reinforced Concrete Pavement (residential driveway, per B/CS Spec. No. 32 13 13, furnish and install, complete in-place)

2,370 SY

2' Wide Driveway Drainage Trench Grate (located at residential driveway, see Special Provision No. 14 for additional measures required, furnish and install, complete in-place)

49 LF

HMAC Transition Pavement (street transition locations & 2208 cattle guard driveway repair, includes 4" HMAC (Type D), 6" Limestone Base (Type A, Grade 1 or 2) with Geogrid, complete in-place, per Civil Construction Plans)

150 SY

6” Raised Standard Monolithic Concrete Curb (per B/CS Spec. No. 32 16 13, furnish and install, complete in-place)

5,137 LF

Curb Transition Zone (transition from 6" raised curb to 24" laydown gutter, per B/CS Spec.

No. 32 16 13, furnish and install, complete in-place)

18 LF

Signage (all types, per post - regardless of # of blades or signs, remove existing, including remove/relocate for Sanitary Sewer Line "S2", per B/CS Spec. 34 41 13, furnish and install, complete in-place)

17 EA

34 RPMs (all types & colors, per B/CS Spec No. 32 17 23.23, furnish and install, complete in-place) 258 EA

Striping (lanes, stop bars, cross-walks, (all colors, types, & widths), furnish and install, complete in-place)

8,401 LF

36 Directional Markings (arrows, lettering, furnish and install, complete in-place) 54 EA

SIDEWALK IMPROVEMENTS

5” Reinforced Concrete Shared-Use Path (includes 6" chemically stabilized subgrade, H/C ramps w/tapered curbs, per B/CS Spec. No. 32 16 13.01, furnish and install, complete in place)

29,951 SF

4” Reinforced Concrete Sidewalk (includes 6" chemically stabilized subgrade, includes, H/C ramps w/tapered curbs, per B/CS Spec. No. 32 16 13.01, furnish and install, complete in place)

17,546 SF

Detectable Warnings (for H/C ramps at street crossing where shown on Construction Plans, furnish & install, complete in-place)

354 SF

3' Wide Sidewalk Drainage Trench Grate (includes concrete drainage flume, see Special Provision No. 14 for additional measures required, furnish & install, complete in-place)

7 EA

41 Pedestrian Handrail (per B/CS Detail SW1- 01, furnish and install, complete in-place) 144 LF

STORM SEWER IMPROVEMENTS

Remove Existing Drainage Culvert Pipe (see Special Provision No. 12 & 14 for additional measures required, remove all existing drainage pipe – size & type varies)

1,341 LF

Remove Existing 4' x 4' Concrete Box Culvert (see Special Provision No. 12 & 14 for additional measures required)

30 LF

Remove Existing Drainage Structure (see Special Provision No. 12 & 14 for additional measures required, including inlets, pipe or box headwalls, SETs, etc...)

15 EA

Remove Existing Concrete Headwall for 3 - 4' x 4' Box Culvert (see Special Provision No. 12 & 14 for additional measures required)

1 EA

36” RCP (ASTM C-76, CL 4) Storm Sewer w/Structural Backfill & Cement Statilized Sand Bedding (all depths, per B/CS Spec. No. 33 40 02, furnish & install, complete in-place)

29 LF

36” RCP (ASTM C-76, CL 3) Storm Sewer w/Structural Backfill & Cement Statilized Sand Bedding (all depths, per B/CS Spec. No. 33 40 02, furnish & install, complete in-place)

1,155 LF

30” RCP (ASTM C-76, CL 4) Storm Sewer w/Structural Backfill & Cement Statilized Sand Bedding (all depths, per B/CS Spec. No. 33 40 02, furnish & install, complete in-place)

133 LF

30” RCP (ASTM C-76, CL 3) Storm Sewer w/Structural Backfill & Cement Statilized Sand Bedding (all depths, per B/CS Spec. No. 33 40 02, furnish & install, complete in-place)

49 LF

24” RCP (ASTM C-76, CL 4) Storm Sewer w/Structural Bedding & Backfill (all dpeths, per B/CS Spec. No. 33 40 02, furnish & install, complete in-place)

47 LF

24” RCP (ASTM C-76, CL 3) Storm Sewer w/Structural Bedding & Backfill (all dpeths, per B/CS Spec. No. 33 40 02, furnish & install, complete in-place)

1,421 LF

18” RCP (ASTM C-76, CL 4) Storm Sewer w/Structural Bedding & Backfill (all dpeths, per B/CS Spec. No. 33 40 02, furnish & install, complete in-place)

188 LF

18” RCP (ASTM C-76, CL 3) Storm Sewer w/Structural Bedding & Backfill (all dpeths, per B/CS Spec. No. 33 40 02, furnish & install, complete in-place)

136 LF

6' x 3' Cast In-Place Box Culvert w/Cement Stabilized Sand Bedding & Structural Backfill (per TxDOT Standard SCC-5 & 6, includes 2" HMAC bond breaker, furnish & install, complete in-place)

65 LF

Recessed Curb Inlet (15' Opening) (5' Box w/2-5' Extensions, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

1 EA

Recessed Curb Inlet (10' Opening) (5' Box w/5' Extension, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

4 EA

Recessed Curb Inlet (10' Opening) (10' Box, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

1 EA

Recessed Curb Inlet (5' Opening) (per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

2 EA

Modified Recessed Curb Inlet (15' Opening) (5' Box w/2-5' Extensions, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

2 EA

Modified Recessed Curb Inlet (10' Opening) (5' Box w/1-5' Extensions, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

3 EA

Recessed Curb Inlet w/Throat Extension (15' Opening) (5' Box w/2-5' Extensions, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

1 EA

Recessed Curb Inlet w/Throat Extension (10' Opening) (5' Box w/1-5' Extensions, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

2 EA

Straight Curb Inlet (15' Opening) (15' Box, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

1 EA

Straight Curb Inlet (10' Opening) (5' Box w/5' Extension, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

2 EA

Modified Straight Curb Inlet (10' Opening) (5' Box w/5' Extension, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

2 EA

Area Inlet "D9" (includes concrete apron, per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

1 EA

Junction Box (JB1, JB5-JB10) (per B/CS Spec. No. 33 40 03, furnish & install, complete in-place)

7 EA

68 Junction Box (JB2) (per B/CS Spec. No. 33 40 03, furnish & install, complete in-place) 1 EA

69 Junction Box (JB3 & JB4) (per B/CS Spec.

No. 33 40 03, furnish & install, complete in-place) 2 EA

Tie Into Existing Junction Box (per B/CS Spec. No. 33 40 03, includes modified invert & side wall, furnish & install, complete in-place)

1 EA

Concrete Headwall with Parallel Wings (3 - 4' x 4' RBC) (per TxDOT Standard PW, furnish & install, complete in-place)

63 LF

Concrete Headwall with Parallel Wings (6 'x 3' RBC) (per TxDOT Standard PW, furnish & install, complete in-place)

85 LF

73 6H:1V SET (18" Pipe) (per TxDOT Standard PSET-SP, furnish & install, complete in-place) 3 EA

Rock Rip-Rap (12” to 18” stone (24" thick), dry, common, including concrete rubble w/no exposed rebar & setting in 9" thick concrete grout, furnish & install, complete in-place)

358 SY

75 TV Inspection of Storm Sewer (per B/CS Spec. No. 33 40 01) 3,158 LF

Trench Safety for Storm Sewer System (per B/CS Spec. No. 31 50 00, furnish & install, complete in-place)

3,223 LF

WATER IMPROVEMENTS

Abandoned & Remove Existing Water Line (all sizes, with all required capping and plugs)

309 LF

Remove or Adjust Existing Water Fitting (fire hydrants, gate valves, meters & service lines, all sizes, with all required capping and plugs & remove abandoned water appurtenances completely, see Special Provision No. 14 for additional measures required)

55 EA

8” PVC Water Line (C900, DR14) w/Structural Bedding & Backfill (all depths, per B/CS Spec. No. 33 11 13.1, furnish & install with detector tape & tracer wire, including all fittings & appurtenances, complete in-place)

63 LF

6” PVC Water Line (C900, DR14) w/Structural Bedding & Backfill (all depths, per B/CS Spec. No. 33 11 13.1, furnish & install with detector tape & tracer wire, including all fittings & appurtenances, complete in-place)

124 LF

6” DIP Water Line (AWWA C151/A21.5 CL250) w/Structural Bedding & Backfill (all depths, per B/CS Spec. No. 33 11 13.1, furnish & install with detector tape & tracer wire, including all fittings & appurtenances, complete in-place)

156 LF

Tie Into Existing 18" Water Line @ Tee or Gate Valve (all pipe types, furnish & install, complete in place)

9 EA

83 Tie Into Existing 6" Water Line (all pipe types, furnish & install, complete in place) 3 EA

84 Tie Into Existing 2" Water Line (all pipe types, furnish & install, complete in place) 1 EA

Relocate & Reuse Existing Fire Hydrant Assembly (see Special Provision No. 14 for additional measures required, per CoB Standard Construction Details, tie into existing 6" lead/extend as required & reuse fire hydrant, furnish & install, complete in place)

2 EA

Fire Hydrant Assembly (per CoB Standard Construction Details, tie into existing 6" lead or 6" GV & extend 6" lead as required, furnish & install, complete in place)

2 EA

Standard In-Line BOV Assembly (see Special Provision No. 14 for additional measures required, per CoB Standard Construction Details, tie in @ existing tee-includes 6" gate valve & box- 6" lead, furnish & install, complete in place)

1 EA

2" BOV Riser (per CoB Standard Construction Details, includes 6" gate valve, furnish & install, complete in place)

1 EA

6” Gate Valve & Box (per B/CS Spec. No. 33 12 16, includes snake pit as required, thrust blocking, furnish & install, complete in-place)

5 EA

New Meter Box (as needed, per B/CS Spec.

No. 33 12 13, furnish & install, complete & in-place)

1 EA

New Short Side Single Residential Water Service (Type 4A) (per B/CS Spec.

No. 33 12 13, includes meter box, furnish & install, complete & in-place)

1 EA

Reconnect Long Side Single Residential Water Service (Type 4B) (per B/CS Spec. No. 33 12 13, tie into existing corporation stop, reconnect existing private service & new private valve, new angle stop & meter box, includes PVC sleeving, furnish & install, complete & in-place)

21 EA

Cap Abandoned Service & Provide New Long Side Single Residential Water Service (Type 4B @ Sta 20+04) (per B/CS Spec. No. 33 12 13, reconnect existing private service, includes meter box & PVC sleeving, furnish & install, complete & in-place)

1 EA

Reconnect Short Side Single Residential Water Service (Type 4C) (per B/CS Spec. No. 33 12 13, reconnect existing private service & new private valve, new angle stop & meter box, furnish & install, complete & in-place)

2 EA

Reconnect Short Side Single Residential Water Service (Type 4D) (per B/CS Spec. No. 33 12 13, tie into existing corporation stop, reconnect existing private service & new private valve, new angle stop & meter box, furnish & install, complete & in-place)

7 EA

Trench Safety for Water Distribution System Improvements (per B/CS Spec. No.

31 50 00, furnish & install, complete in-place)

343 LF

SANITARY SEWER IMPROVEMENTS

Remove Existing Sanitary Sewer Line & By-Pass Pump (see Special Provision No.

14 for additional measures required, all depths & line sizes & services, with all required capping and plugs, includes By-Pass Pumping as required)

2,642 LF

Remove Existing Manhole (includes all required capping and plugs, facture bottom, and remove cone & top as required)

6 EA

Remove Existing Cleanout (includes all required capping and plugs, and remove completely)

7 EA

Remove & Abandon Existing Service & Service Cleanout (includes all required capping and plugs & remove completely)

33 EA

8" DIP Sanitary Sewer (ASTM 746, C150/C151) w/Structural Backfill (all depths, furnish & install, complete in place)

58 LF

8" PVC Sanitary Sewer (SDR-26, D3034) w/Structural Backfill (all depths, furnish & install, complete in place)

926 LF

6" PVC Sanitary Sewer (SDR-26, D3034) w/Structural Backfill (all depths, furnish & install, complete in place)

1,247 LF

6" PVC Sanitary Sewer (SDR-26, D3034) (all depths, furnish & install, complete in place)

10 LF

6" PVC Sanitary Sewer (SDR-26, D2241) Certa-Lok Restrained Joint w/Structural Backfill (all depths, furnish & install, complete in place)

100 LF

14" Steel Casing (3/8" Wall Thickness) w/Structural Backfill (per B/CS Spec. No. 31 78 00, open curt, includes casing spacers & end seals, furnish & install, complete in place)

75 LF

Standard 4' Manhole w/Typical Ring & Lid (per B/CS Spec. No. 33 39 13 & CoB Standard Construction Details, all vertical depths, furnish & install, complete in place)

4 EA

Standard 4' Manhole w/Re-used Ring & Lid (see Special Provision No. 14, per B/CS Spec. No. 33 39 13 & CoB Standard Construction Details, all vertical depths, furnish & install, complete in place)

2 EA

Drop (Inside) 4' Manhole w/Typical Ring & Lid (per B/CS Spec. No. 33 39 13 & CoB Standard Construction Details, all vertical depths, furnish & install, complete in place)

5 EA

Adjust Existing Rim Flush w/Proposed Pavement (per B/CS Spec. No. 33 39 13 & CoB Standard Construction Details, all vertical depths, furnish & install, complete in place)

2 EA

6" Standard Cleanout (End of Main Line) (per B/CS Spec. No. 33 39 13 & CoB Standard Construction Details, installed at terminus of existing sewer line, furnish & install, complete in place)

1 EA

Cement Stabilized Sand Bedding (Per B/CS Spec. 31 23 23.53, all depths & pipe sizes, furnish & install, complete in place)

80 LF

Tie Into VCT Sewer Line (includes adaptor & concrete cradle @ VCT line, all sizes, complete in-place)

5 EA

114 Tie Into PVC Sewer Line (all sizes, complete in-place) 3 EA

115 Tie Into Existing MH (adjust bottom invert (as required), complete in-place) 1 EA

Demolition of Existing Concrete Pavement (per B/CS Spec. 02 41 13.13, see Special Provision No. 10 & 14 for additional measures required, saw-cut & remove street paving, curbing, sidewalks & driveways, all concrete thickness)

1,138 SY

Demolition of Existing HMAC Pavement (per B/CS Spec. 02 41 13.13, see Special Provision No. 10 & 14 for additional measures required, saw-cut & remove street paving & driveways, all HMAC thickness)

14 SY

Demolition of Existing Gravel Pavement (per B/CS Spec. 02 41 13.13, see Special Provision No. 10 & 14 for additional measures required, remove street paving & driveways, all gravel thickness)

9 SY

Concrete Street Pavement Repair (per B/CS Spec. No. 32 13 13, B/CS detail ST4-02 & ST1-01, street paving, commercial driveway & street apron, includes adjacent 6" raised curb, furnish and install, complete in-place)

1,015 SY

Concrete Driveway Pavement Repair (residential driveway, per B/CS Spec. No. 32 13 13, B/CS detail ST2-00, furnish and install, complete in-place)

97 SY

Concrete Sidewalk Repair (per B/CS detail SW1-02, 4" thick concrete private sidewalk, furnish and install, complete in-place)

59 SF

New Long Side Single Sewer Service (Type 4B) (per B/CS Spec. No. 33 39 14, furnish & install service w/cleanout at ROW, all pipe sizes, reconnect sewer service, complete in-place)

20 EA

New Short Side Single Sewer Service (Type 4C) (per B/CS Spec. No. 33 39 14, furnish & install service w/cleanout at ROW, all pipe sizes, reconnect sewer service, complete in-place)

10 EA

Critical Locate (Field locate existing utilities, verify flowlines, utility crossings & prior to start of excavation – includes potholing as necessary, see Special Provision No. 14 for additional measures required)

11 EA

125 TV Inspection of Sanitary Sewer (per B/CS Spec. No. 33 01 30.13) 2,341 LF

Trench Safety for Sanitary Sewer Improvements (furnish & install, complete in place)

2,341 LF

STORM WATER POLLUTION PREVENTION

Storm Water Pollution Prevention Plan & Compliance (per B/CS Spec. No. 31 25 13, includes SWP3 preparation & implementation NOI, NOT & incidentals (concrete wash-out, construction entrance, etc…), performing project site inspections, completing inspection reports, filing notices, posting permits, certificates & TCEQ notices, installation & maintenance of additional measures – as required)

1 LS

128 Silt Fence (including reinforced silt fence, furnish & install, including required maintenance) 2,896 LF

Street Closure Curlex Filter Log (furnish & install (width of pavement), including required maintenance)

5 EA

Storm Sewer Inlet Protection (both Type…