Project Manual (26).pdf

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Fox Runn Section 1 Drainage Improvements & Reclaimed Waterline
Solicitation number
2212-046-18
Issued by
Montgomery County, Sunray City, Texas

About this file

Fox Runn Section 1 Drainage Improvements & Reclaimed Waterline

This Project Manual is prepared for a drainage improvements and reclaimed waterline installation project in Texas. The project encompasses approximately 7,000 feet of 6-inch and 8-inch reclaimed waterline installation via trenchless construction methods, complete with service connections, steel casing crossings, and associated appurtenances. The scope also includes removal, abandonment, and replacement of approximately 8,000 feet of storm sewer infrastructure with diameters ranging from 24 inches to 78 inches, including manholes, junction boxes, inlets, riprap, and associated drainage structures along the project corridor. Additional work involves traffic control, erosion and sedimentation control, dewatering operations, utility adjustments, roadway and driveway demolition, concrete pavement reconstruction, ADA improvements, subgrade stabilization, and complete site restoration to return the project area to acceptable conditions.

The Project Manual provides detailed specifications, construction standards, and technical requirements necessary for contractors to prepare accurate bids and execute the work in compliance with project specifications and applicable codes. The manual establishes the basis for contract administration, quality assurance, and performance standards throughout the project duration. Contractors should review all sections of the manual, including drawings, specifications, and special provisions, to ensure comprehensive understanding of the project scope and requirements prior to bid submission.

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SPRING CREEK UTILITY DISTRICT

Of Montgomery County

Contract Documents and Technical Specifications for

FOX RUN SECTION 1 DRAINAGE

IMPROVEMENTS & RECLAIMED WATERLINE

(2212-046-18)

MONTGOMERY COUNTY, TEXAS

July 2026

STAMP

Submitted By:

Construction Management ■ Geographic Information Systems ■ Hydraulics and Hydrology ■ Land Development

Public Works ■ Right-of-Way Acquisition ■ Site Development ■ Subsurface Utility Engineering Surveying ■ Telecommunications ■ Transportation ■ Utility Coordination and Design

4424 W Sam Houston Pkwy N.

Suite 600

Houston, Texas 77041 phone 713.462.3242 fax 713.462.3262 www.cobbfendley.com

7/22/2026

Spring Creek Utility District

Fox Run SEC. 1 Drainage Improvements

& Reclaimed Water Line

TABLE OF CONTENTS

00003-1

00003

NO. OF

SECTION TITLE PAGES

00003 Table of Contents

00020 Notice to Bidders

00100 Instructions to Bidders

00300 Bid Form

00500 Agreement

00610 Performance Bond

00612 Maintenance Bond

00620 Payment Bond

00700 General Conditions

00800 Supplementary Conditions

GENERAL REQUIREMENTS

01110 Summary of Work

01255 Change Order Procedures

01270 Measurement and Payment

01321 Construction Photographs

01410 TPDES Requirements

01450 Contractor’s Quality Control

01452 Inspection Services

01454 Testing Laboratory Services

01570 Storm Water Pollution Prevention Control

01740 Site Restoration

GENERAL REQUIREMENTS & SITE WORK

TS 01 Submittals

TS 02 Construction Schedule

TS 03 Shop Drawings

TS 04 Trench Safety System

TS 05 Control of Ground and Surface Water

TS 07 Hydromulch Seeding

TS 21 Cement Stabilized Sand

TS 24 Pavement Repair and Restoration

TS 34 Furnishing and Installing Waterlines

TS 35 Valves Fire Hydrants and Accessories

TS 36 Disinfection of Water Piping Systems

TS 37 Hydrostatic Testing of Pressure Pipes

TS 54 Augering Pipe and Conduit

TS 60 Mobilization

TS 75 Polypropylene Pipe for Storm Sewer

Appendix A Geotechnical Engineering Report

END OF SECTION

00003-2

NO. OF

SECTION TITLE PAGES

CITY OF HOUSTON REQUIRMENTS

01502 Mobilization

01504 Temporary Facilities and Controls

01506 Diversion Pumping

01554 Traffic Control and Street Signs

01555 Traffic Control and Regulation

01570 Storm Water Pollution Prevention Control

01575 Stabilized Construction Access

01576 Waste Material Disposal

01578 Control of Ground and Surface Water

01740 Site Restoration

02082 Precast Concrete Manholes

02221 Removing Existing Pavements, Structures, Wood, And

Demolition Debris

02222 Abandonment of Sewers

02260 Trench Safety System

02315 Roadway Excavation

02317 Excavation and Backfill for Utilities

02321 Cement Stabilized Sand

02338 Portland Cement Stabilized Subgrade

02502 Steel Pipe and Fittings

02511 Water Lines

02512 Water Tap and Service Line Installation

02513 Wet Connections

02516 Cut, Plug, and Abandonment of Water Lines

02521 Gate Valves

02523 Pressure Reducing Valves

02525 Tapping Sleeves and Valves

02526 Water Meters

02531 Gravity Sanitary Sewers

02534 Sanitary Sewer Service Stubs or Reconnections

02555 Manhole Rehabilitation

02631 Storm Sewers

02632 Cast-In-Place Inlets, Headwalls, and Wingwalls

02633 Precast Concrete Inlets, Headwalls, and Wingwalls

02751 Concrete Paving

02754 Concrete Driveways

02767 Thermoplastic Pavement Markings

02771 Curb, Curb and Gutter, and Headers

02775 Concrete Sidewalks

02912 Tree, Plant, & Hardscape Protection

02921 Hydro Mulch Seeding

02922 Sodding

EXTRA SPECIFICATIONS

TxDOT 7186 – Natural Gas Pipeline

HCFCD 02364 – Filter Dams

NOTICE TO BIDDERS

Sealed proposals for the construction of a waterline extension and drainage improvements, hence referred to as, Fox Run Section 1 Drainage Improvements & Reclaimed Waterline, located along Leichester Dr, Fox Run Blvd, and Legends Run Dr, shall be submitted to the Spring Creek

UD office, 2350 Leichester Dr, Spring, Texas 77386 or via Civcast Online Bidding, until 2:00

P.M., local time, Wednesday, August 5th, 2026, and then publicly opened and read. A NON-

MANDATORY pre-bid conference will be held at the Spring Creek UD office, 2350

Leichester Dr, Spring, Texas 77386 at 2:00 P.M., local time, Wednesday, July 29th, 2026.

Each bid must be accompanied by certified check or bid bond, duly executed, in the amount of five (5%) percent of the bid. Complete bidding documents are available at www.civcastusa.com.

INSTRUCTIONS TO BIDDERS

00100-1

Section 00100

The District may not accept this bid until it has received from the bidder a completed, signed, and notarized TEC Form 1295 complete with a certificate number assigned by the Texas Ethics

Commission (“TEC”), pursuant to Texas Government Code § 2252.908 and the rules promulgated thereunder by the TEC. The undersigned understands that failure to provide said form complete with a certificate number assigned by the TEC will result in a non-conforming bid and will prohibit

Spring Creek Utility District (SCUD) from considering this bid for acceptance.

Pursuant to the rules prescribed by the TEC, the TEC Form 1295 must be completed online through the TEC’s website, assigned a certificate number, printed, signed and notarized, and provided to

SCUD. The TEC Form 1295 may accompany the bid or may be submitted separately but must be provided to SCUD prior to the award of the contract. For purposes of completing the TEC Form

1295, the entity’s name is Spring Creek Utility District; the contract ID number is 2212-046-18; and the description of goods and services is, “Fox Run Section 1 Drainage Improvements & Waterline”

Neither the District nor its consultants have the ability to verify the information included in a TEC

Form 1295, and neither have an obligation nor undertake responsibility for advising any bidder with respect to the proper completion of the TEC Form 1295.

Refer to 00590 – Ethics Certification Form 1295 for completion.

1. DEFINITIONS

A. Terms used in these Instructions to Bidders which are defined in the Standard General

Conditions of the Construction Contract (General Conditions) have the meanings assigned to them in the General Conditions. Other terms used in the Bidding Documents and not defined elsewhere have the following meanings, which are applicable to both the singular and plural thereof:

1. Bidder: One who submits a bid directly to the Owner.

2. Successful Bidder: The most qualified, responsible and responsive bidder to whom the Owner makes an award.

3. Bidding Documents: The Notice to Bidders, Instructions to Bidders, Supplementary Conditions to General Conditions, Special Conditions

(Underground Utilities), Special Conditions to the Agreement, Proposal and the

Proposed Contract Documents (including Addenda issued prior to receipt of

Bids).

2. PREPARATION OF BIDS

A. Complete sets of bidding documents must be used in preparing bids. Neither the Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of bidding documents. Copies of bidding documents are made available only for the purpose of obtaining bids on the work and do not confer a license or grant for any other use.

00100-2

3. QUALIFICATIONS OF BIDDERS

A. Each bidder must submit with the bid a Financial and Experience Statement. The statement shall be filed with the proposal in a separate sealed envelope marked "Financial and Experience Statement".

B. Financial statements from the three most qualified bidders will be retained by the Owner until award of the contract. NO FINANCIAL STATEMENT WILL BE READ ALOUD

AT THE BID OPENING. Upon award of the contract, the statements of all unsuccessful bidders will be returned.

C. Additional written evidence of qualifications, such as financial data, previous experience, present commitments, and other such data as may be called for by the OWNER.

D. Bidder must submit 3 References of similar size projects located in Montgomery County or in TxDOT right-of-way.

4. EXAMINATION OF CONTRACT DOCUMENTS AND SITE

A. 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 that 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 Bidder’s observations with the Contract

Documents, and (e) notify ENGINEER of all conflicts, errors, or discrepancies in the

Contract Documents discovered by the Bidder.

B. 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

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 otherwise in the Supplementary Conditions.

C. Provisions concerning responsibilities for the adequacy of data furnished to prospective

Bidders on subsurface conditions, underground facilities, and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in

Paragraphs 5.03, 5.04, and 5.05 of the General Conditions.

D. Before submitting a Bid, each Bidder will, at Bidder’s own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies, and obtain any additional information and data which pertain to the physical conditions (surface, subsurface, and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance, or furnishing of the Work, and which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price, and other terms and conditions of the Contract

Documents.

E. On request in advance, OWNER will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems necessary for submission of a Bid.

00100-3

Bidder shall clean up and restore the site to its former condition upon completion of such explorations.

F. Failure to perform such investigations during the Bid period shall not relieve Bidder from responsibility for investigations, interpretations and proper use of available information in preparation of Bidder’s proposal.

G. The lands upon which the Work is to be performed, rights-of-way, and easements for access thereto and other lands designated for use by CONTRACTOR in performing the

Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by CONTRACTOR. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by OWNER unless otherwise provided in the Contract Documents.

H. The submission of a Bid will constitute an incontrovertible representation by Bidder that

Bidder has complied with every requirement of this Article 4, that without exception the

Bid is premised upon performing and furnishing the Work required by the Contract

Documents and such means, methods, techniques, sequences, or procedures of construction as may be indicated in or required by the Contract Documents, and that the

Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

5. INTERPRETATION OF DOCUMENTS AND ADDENDA

A. All questions about the meaning or intent of the Contract Documents must be submitted to the Engineer in writing at least ten (10) days prior to the opening of bids.

Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda at least 48 hours prior to Bid Opening.

B. Any interpretation of the Contract Documents will be made only by Addendum duly issued, and a copy of such addendum will be made available to each prospective bidder recorded by ENGINEER as having received a set of Contract Documents. Each Bidder is responsible for obtaining Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.

C. Addenda may also be issued to modify the Contract Documents as deemed advisable by

OWNER and ENGINEER.

6. BID SECURITY

A. Each Bid shall be accompanied by Bid security made payable to OWNER in an amount of five percent of the Bidder’s maximum Bid price and in the form of a bid bond, cashier’s check, or certified check. Bid Bond shall have a “B+” rating from Best's Key

Rating Guide, and shall be duly authorized by the State of Texas to execute Bid Security.

B. The Bid security of the Successful Bidder will be retained until such Bidder has executed the

Agreement and furnished the required contract security, whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Agreement and furnish the

00100-4 required contract security with 15 calendar days after the Notice of Award, OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited. The Bid security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the earlier of the seventh day after the Effective Date of the

Agreement or the forty-sixth day after the Bid opening, whereupon Bid security furnished by such Bidders will be returned. Bid security with Bids which are not competitive will be returned within 7 days after the Bid opening.

7. CONTRACT TIME

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

8. LIQUIDATED DAMAGES

A. Provisions for liquidated damages, if any, are set forth in the Agreement.

9. SUBSTITUTE OR "OR EQUAL" ITEMS

A. The Contract, if awarded, will be on the basis of materials and equipment described in the

DRAWINGS or specified in the Specifications without consideration of possible substitute or “or equal” items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or “or equal” item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the

Agreement. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in Paragraph 6.05 of the General Conditions and may be supplemented in the General Requirements (Division 1).

10. SUBCONTRACTORS, SUPPLIERS AND OTHERS

A. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, and other person and organizations (including those who are to furnish the principal items of material and equipment) to be submitted to OWNER in advance of the specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within 7 days after the Bid opening, submit to OWNER a list of all such Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, person, or organization, either may, before the Notice of Award is given, request the apparent

Successful Bidder to submit an acceptable substitute without an increase in Bid price.

B. If apparent Successful Bidder declines to make any such substitution, OWNER may award the Contract to the next lowest Bidder that proposes to use acceptable

Subcontractors, Suppliers, and other persons and organizations. The declining to make requested substitutions will not constitute grounds for sacrificing the Bid security of any

Bidder. Any Subcontractor, Supplier, other person, or organization listed and to whom

OWNER or ENGINEER does not make written objection prior to the giving of the Notice

00100-5 of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph

6.06.B of the General Conditions.

C. In Contracts where the Contract Price is on the basis of Cost of Work Plus a Fee, the apparent Successful Bidder, prior to the Notice of Award, shall identify in writing to

OWNER those portions of the Work that such Bidder proposes to subcontract and after the Notice of Award may only subcontract other portions of the Work with OWNER’S written consent.

D. No CONTRACTOR shall be required to employ any Subcontractor, Supplier, other person, or organization against whom CONTRACTOR has a reasonable objection.

11. BID FORMS

A. All Bids shall be completely filled out on the specified bid forms without modification or provisions unless otherwise required.

B. The Bids shall be completed in duplicate. The original shall be filed with the OWNER and the Bidder shall keep the duplicate.

C. The Bids must be clearly and legibly filled out in ink or typed.

D. All Bids must be officially executed. Bids by Corporations must be executed in the corporate name by the president or vice president (or other corporate officer, accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or assistant secretary. The corporate address and state of incorporation must be shown below the signature. Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear under the signature, and the official address of the partnership must be shown below the signature. All business entity names must be registered with the Secretary of State of Texas and appropriate office of registration.

E. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form).

12. SUBMISSION OF BIDS

A. Bids shall be submitted at the time and place indicated in the Notice to Bidders, and shall be enclosed in an opaque sealed envelope marked with the Project title, name and address of the Bidder and containing Bid security and other required documents. Bids will be securely kept unopened, until the specified time. The bids received after the specified time will not be considered. All incomplete Bids shall be considered non-responsive. 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.

13. MODIFICATION AND WITHDRAWAL OF BIDS

A. Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to opening of Bids.

00100-6

B. If, within 24 hours after Bids are opened, any Bidder files a duly signed, written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of

OWNER that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, that

Bidder will be disqualified from further bidding on the Work to be provided under the

Contract Documents.

14. OPENING OF BIDS

A. Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders within 7 calendar days after the date of Bid opening.

15. BIDS TO REMAIN SUBJECT TO ACCEPTANCE

A. The apparent Successful Bid and the next two lowest Bids will remain subject to acceptance for 45 calendar days after the day of the Bid opening. All other Bids will be released and the Bid security returned within 7 days. OWNER may, in its sole discretion, release any Bid and return the Bid security prior to that date.

16. AWARD OF CONTRACT

A. Contract will be awarded on basis of best VALUE to the district. Selection of alternates or deductive Bid Items by the OWNER will not be used to displace the low Bidder.

B. 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, to negotiate contract terms with the

Successful Bidder, and to disregard all non-conforming, non-responsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if

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

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

D. OWNER may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Supplementary Conditions. OWNER also may consider the operating costs, maintenance requirements, performance data, and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award.

00100-7

E. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, and other persons and organizations to perform and furnish the Work in accordance with the Contract

Documents to OWNER’S satisfaction within the prescribed time.

F. Alternate bid items are included in the Bid Form. The Successful Bidder will be determined based on either the low Base Bid (Part C of the Bid), or the low Base Bid Plus

Alternate Bid (Part E of the Bid), at the discretion of the OWNER.

G. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of

Award within 60 calendar days after the day of the Bid opening.

17. CONTRACT SECURITY

A. Paragraph 5.1 of the General Conditions and the Supplementary Conditions set forth

OWNER’S requirements as to performance and payment Bonds. When the Successful

Bidder delivers the executed Agreement to OWNER, it must be accompanied by the required performance and payment Bonds.

18. INSURANCE CERTIFICATES

A. The CONTRACTOR shall provide and maintain a minimum coverage as defined in the

Contract Documents (Article 5 of the General Conditions). The companies providing the coverage shall be acceptable to the OWNER (Certificate of Insurance Section 00650).

19. SIGNING OF AGREEMENT

A. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written

Contract Documents attached. Within 15 calendar days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within 10 calendar days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification.

20. PRE-BID CONFERENCE

A. A pre-bid conference will be held at the time and place indicated in the Notice to Bidders

(Section 00020). Representatives of OWNER and ENGINEER will be present to discuss the Project. All prospective bidders are encouraged to attend and participate in the conference. ENGINEER will notify all prospective Bidders of record of any such

Addenda as ENGINEER considers necessary in response to questions arising at the conference.

21. SALES TAX

A. Owner is exempt from Texas sales and use taxes pursuant to Texas Tax Code §151.309 as a political subdivision of the State of Texas. OWNER shall provide CONTRACTOR with a completed Texas Sales and Use Tax Exemption Certification as evidence of the

00100-8 applicability of such exemption and, accordingly, CONTRACTOR shall not collect Texas sales and use taxes from OWNER with respect to this Contract. CONTRACTOR and all

Subcontractors to CONTRACTOR shall issue a Texas Sales and Use Tax Exemption

Certification with respect to, and shall not pay Texas sales and use taxes on, all purchases of the following items that are exempt from Texas sales and use taxes pursuant to Texas

Tax Code §151.311: (i) tangible personal property that will be incorporated into

OWNER’S realty; (ii) tangible personal property that is necessary and essential for the performance of this Contract and is consumed entirely on the job site; and (iii) taxable services for use in the performance of this Contract that are performed at the job site and are either integral to the performance of this Contract or expressly required to be provided by this Contract. In addition, CONTRACTOR and all Subcontractors to CONTRACTOR

(i) shall not include any provision for Texas sales and use taxes with respect to such exempt items in any bid or contract amount, and (ii) shall pass on to OWNER cost savings due to the exempt status of such exempt items. CONTRACTOR’S contracts with all Subcontractors to CONTRACTOR shall include the foregoing provision regarding the exemption from Texas sales and use taxes.

BID FORM

00300-1

Section 00300

TO: Spring Creek Utility District

2300 Leichester Dr

Spring, TX 77386

PROJECT: Fox Run Section 1 Drainage Improvements & Reclaimed Waterline

PROJECT NO.: 2212-046-18

BIDDER: _________________________________________________________

(Print or type full name of proprietorship, partnership, corporation, or joint venture.)

1. The undersigned bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the

Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

2. BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the deposition of Bid Security. This Bid will remain subject to acceptance for 60 calendar days after receipt. BIDDER will sign and submit the

Agreement with the Bonds and other documents required by the Bidding Requirements within

15 calendar days after the date of OWNER’S Notice of Award.

3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:

A. BIDDER has examined copies of all the Bidding Documents and of the following

Addenda (receipt of all which is hereby acknowledged):

Date Number

B. BIDDER has familiarized itself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work.

C. BIDDER has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions as provided in Paragraph 4.3 of the General Conditions, and accepts the determination of the technical data contained in such reports and drawings upon which BIDDER is entitled to rely.

00300-2

D. BIDDER has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, and studies

(in addition to or to supplement those referred to in C above) which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance, or furnishing of the Work as BIDDER considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time, and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Paragraph 4.3 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, or similar information or data are or will be required by BIDDER for such purposes.

E. BIDDER has reviewed and checked all information and data shown or indicated on the

Contract Documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities. No additional examinations, investigations, explorations, tests, reports, or similar information or data in respect to said underground facilities are or will be required by BIDDER in order to perform and furnish the Work at the Contract Price, within the Contract Time, and in accordance with the other terms and conditions of the

Contract Documents, including specifically the provisions of Paragraph 4.4 of the

General Conditions.

F. BIDDER has correlated the results of all such observations, examinations, investigations, explorations, tests, reports, and studies with the terms and conditions of the Contract

Documents.

G. BIDDER has given ENGINEER written notice of all conflicts, errors, or discrepancies that it has discovered in the Contract Documents, and the written resolution thereof by

ENGINEER is acceptable to BIDDER.

H. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, or corporation, and is not submitted in conformity with any Agreement or rules of any group, association, organization, or corporation; BIDDER has not directly or indirectly induced or solicited any other BIDDER to submit a false or sham Bid;

BIDDER has not solicited or induced any person, firm, or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other BIDDER or over OWNER.

4. BIDDER will complete the Work for the following prices: (Note: All bid items are for work complete in place). These prices are to cover all expenses incurred in performing the work required under the Contract Documents, including related work which may not be specifically mentioned.

00300-3

I. BASE BID ITEMS

Item

No.

Spec

No.

Item Description Unit Quantity Unit Price Extended Price

SECTION 1 - SITE PREPARATION

1 01502 Mobilization (3% Max of

Total Base Bid Price)

LS 1

2 01504 Temporary Construction

Fencing for Lay Down Site

LF 600

3 01554 Remove and Salvage Sign, Reinstall After Road

Completion

EA 1

4 01576 Remove and Salvage

Backstop during

Construction, Relocate and

Reinstall Per Owner

Instructions.

EA 1

5 01576 Remove and Salvage Gate during Construction, Reinstall Gate.

EA 1

6 01578 Dewatering LS 1

7 01740 Site Restoration to existing or better condition, landscaping, Irrigation

Lines, 4-Inch and 6-Inch

PVC Yard Drain Pipe, etc.

LS 1

8 02912 Tree and Plant Protection, including Tree Removal and

Tree Pruning as Required for Construction

LS 1

9 02921 Hydro Mulch Seeding AC 4

10 02922 Block Sodding SY 4783

SUBTOTAL SECTION 1 – SITE PREPARATION

SECTION 2 - SWPPP

11 01570 Reinforced Filter Fabric

Fence

LF 2193

12 01570 Inlet Protection Barrier, Type 1

EA 13

13 01570 Inlet Protection Barrier, Type 2

EA 58

14 HCFCD

02364

In-Channel Rock Filter Dam LF 95

SUBTOTAL SECTION 2 - SWPPP

SECTION 3 - TRAFFIC

00300-4

15 01554 Remove, Temporarily

Relocate, and Reinstall

Existing Traffic and

Information Signs As

Required for Construction

LS 2

16 01555 Traffic Control and

Regulation, Including

Construction Entrance/Exit, Temporary Signs, Pavement

Markings, Flaggers, Barricades, Channeling

Devices, and Temporary

Drainage for All Phases in

Accordance with Drawings and Specifications

LS 1

17 01575 Temporary Stabilized

Construction Road for

Access to WWTP, Complete in Place

SY 225

18 02767 Reflectorized Pavement

Markings Type I (24"

Thermoplastic White Solid)

Stop Bar, Complete in Place

LF 54

19 02767 Reflectorized Pavement

Markings Type I (12"

Thermoplastic White Solid)

Crosswalk, Complete in

Place

LF 112

SUBTOTAL SECTION 3 - TRAFFIC

SECTION 4 - STORM SEWER

20 02221 Remove and Dispose of 24-

Inch or Smaller Existing

Storm Sewer Line

LF 922

21 02221 Remove and Dispose of 30-

Inch Existing Storm Sewer

Line

LF 30

22 02221 Remove and Dispose of 54-

Inch Existing Storm Sewer

Line

LF 279

23 02221 Remove and Dispose of 72-

Inch Existing Storm Sewer

Line

LF 388

24 02221 Remove and Dispose of

Existing Inlet (All Types and Depths)

EA 30

00300-5

25 02221 Remove and Dispose of

Existing Storm Sewer

Manhole (All Sizes and

Depths)

EA 4

26 02222 Abandon and Grout Fill 42-

Inch Existing Storm Sewer

LF 311

27 02222 Grout Fill and Abandon

Storm Sewer Manhole (All

Sizes and Depths, Including

Plugging Pipe) Complete in

Place

EA 13

28 02082 6-foot Reinforced Concrete

Type C Storm Sewer

Manhole, Complete in Place

EA 7

29 02082 8-foot Reinforced Concrete

Type C Storm Sewer

Manhole, Complete in Place

EA 8

30 02260 Trench Safety System for

Storm Sewer, Complete in

Place

LF 3861

31 02315 Ditch Regrading for Admin

Building Drainage

LF 353

32 02322 Select Fill for Admin

Building Drainage

CY 286

33 02631 6-Inch PVC Storm Sewer

Pipe, by Open Cut

Construction, Complete in

Place

LF 163

34 02631 24-Inch Reinforced

Concrete Pipe, C-76, Class

III, by Open Cut

Construction, Complete in

Place

LF 1215

35 02631 30-Inch Reinforced

Concrete Pipe, C-76, Class

III, by Open Cut

Construction, Complete in

Place

LF 36

36 02631 42-Inch Reinforced

Concrete Pipe, C-76, Class

III, by Open Cut

Construction, Complete in

Place

LF 305

00300-6

37 02631 48-Inch Reinforced

Concrete Pipe, C-76, Class

III, by Open Cut

Construction, Complete in

Place

LF 571

38 02631 54-Inch Reinforced

Concrete Pipe, C-76, Class

III, by Open Cut

Construction, Complete in

Place

LF 873

39 02631 60-Inch Reinforced

Concrete Pipe, C-76, Class

III, by Open Cut

Construction, Complete in

Place

LF 925

40 02631 66-Inch Reinforced

Concrete Pipe, C-76, Class

III, by Open Cut

Construction, Complete in

Place

LF 656

41 02631 78-Inch Reinforced

Concrete Pipe, C-76, Class

III, by Open Cut

Construction, Complete in

Place

LF 299

42 02082 9-foot by 9-foot Reinforced

Concrete Storm Junction

Box, Complete in Place

EA 4

43 02081 Reinforced Concrete Storm

Junction Box #1 with Type

C MH on Box, Cast in

Place, Complete in Place

EA 1

44 02632 Reinforced Concrete Type

BB Inlet, Complete in Place

EA 30

45 02633 Reinforced Concrete Type

A Inlet, Complete in Place

EA 10

SUBTOTAL SECTION 4 – STORM SEWER

SECTION 5 - WATER ITEMS

46 02511 12-Inch Diameter C900

(class 150) PVC Water Line with Restrained Joints, by

Trenchless Construction, Complete in Place

LF 73

47 02512 Remove and Relocate 2-

Inch Water Meter, Complete in Place

EA 1

00300-7

48 02512 2-Inch Water Service Line

Wet Connection, Complete in Place

EA 1

49 02513 12-Inch Wet Connection, Complete in Place

EA 2

50 02516 Cut and Plug 2-Inch Service

Water Line

EA 3

SUBTOTAL SECTION 5 – WATER ITEMS

SECTION 6 - GAS ITEMS

51 TxDOT

2-Inch Poly Gas Pipe, by

Trenchless Construction, Complete in Place

LF 235

SUBTOTAL SECTION 6 – GAS ITEMS

SECTION 7 - RECLAIMED WATER

52 02511 4-Inch Diameter C900

(Class 150) PVC Reclaimed

Water Line with Restrained

Joints, by Trenchless

Construction, Complete in

Place

LF 76

53 02511 6-Inch Diameter C900

(Class 150) PVC Reclaimed

Water Line with Restrained

Joints, by Trenchless

Construction, Complete in

Place

LF 1899

54 02511 8-Inch Diameter C900

(Class 150) PVC Reclaimed

Water Line with Restrained

Joints, by Trenchless

Construction, Complete in

Place

LF 4089

55 02511 6-Inch Diameter C900

(Class 150) PVC Reclaimed

Water Line with Restrained

Joints in 12-Inch Steel

Casing, by Trenchless

Construction, Complete in

Place

LF 352

56 02511 8-Inch Diameter C900

(Class 150) PVC Reclaimed

Water Line with Restrained

Joints in 16-Inch Steel

Casing, by Trenchless

Construction, Complete in

Place

LF 557

00300-8

57 02511 6-Inch Plug and Clamp, Complete in Place

EA 1

58 02512 1-Inch Reclaimed Water

Line Service with

Restrained Joints and Meter

Box, by Trenchless

Construction, Short-Side, Complete in Place

EA 2

59 02512 1-Inch Reclaimed Water

Line Service with

Restrained Joints and Meter

Box, by Trenchless

Construction, Long- Side, Complete in Place

EA 3

60 02512 2-Inch Reclaimed Water

Line Service with

Restrained Joints and Meter

Box, by Trenchless

Construction, Long-Side, Complete in Place

EA 3

61 02513 10-Inch Diameter Wet

Connection, Complete in

Place

EA 1

62 02521 2-Inch Blow Off Valve, Complete in Place

EA 1

63 02523 4-Inch Pressure Reducing

Valve, Complete in Place

EA 1

64 02526 1-Inch Reclaimed Water

Meter, Complete in Place

EA 4

65 02526 2-Inch Reclaimed Water

Meter, Complete in Place

EA 3

66 02526 4-Inch Reclaimed Water

Meter, Complete in Place

EA 1

SUBTOTAL SECTION 7 - RECLAIMED WATER

SECTION 8 - PAVING

67 02221 Remove and Dispose of

Existing 6-Inch Curb, Includes all Saw-Cutting

Required

LF 4220

68 02221 Remove and Dispose of

Driveways, Includes all

Saw-Cutting Required, (All

Types and Depths)

SY 1780

00300-9

69 02221 Remove and Dispose of

Existing Pavement, Base, and Subgrade, Includes all

Saw-Cutting Required (All

Types and Depths)

SY 10633

70 02221 Remove and Dispose of

Existing Sidewalk and Curb

Ramps, Includes all Saw-

Cutting Required, (All

Types and Depths)

SY 917

71 02315 Roadway Excavation CY 1345

72 02338 8-Inch Cement Stabilize

Subgrade for Concrete, Complete in Place

SY 12291

73 02751 7-Inch Thick Concrete

Pavement, Complete in

Place

SY 9823

74 02751 8-Inch Thick Concrete

Pavement, High Early

Strength, Complete in Place

(At intersection of

Leichester and Fox Run)

SY 810

75 02754 6-Inch Thick Concrete

Driveway, Including

Excavation, Complete in

Place

SF 15716

76 02754 7-Inch Thick Concrete

Driveway, Including

Excavation, Complete in

Place

SF 494

77 02771 6-Inch Concrete Curb, Complete in Place

LF 4220

78 02775 ADA Wheelchair Ramps and Curb Ramps with

Detectable Warning

Surface, Complete in Place

SF 1418

79 02775 4-1/2-Inch Concrete

Sidewalks, Complete in

Place

SF 9114

SUBTOTAL SECTION 8 - PAVING

SECTION 9 - EXTRA WORK ITEMS

80 01506 By-Pass Pumping for

Sanitary Sewer

LS 1

00300-10

81 01555 Temporary Residential

Driveways, Furnish, Install, and Remove including

Maintenance (All-Weather

Material)

EA 53

82 02082 4-foot Diameter Sanitary

Sewer Manhole (All

Depths), Complete in Place

EA 10

83 02082 6-foot by 6-foot Reinforced

Concrete Conflict Box

EA 2

84 02082 7-foot by 7-foot Reinforced

Concrete Conflict Box

EA 2

85 02086 Adjust 8-Inch Valve Box to

Grade, Complete in Place

EA 1

86 02086 Adjust 12-Inch Valve Box to Grade, Complete in Place

EA 2

87 02221 Remove Existing

Mailboxes, Install

Temporary Mailboxes to

Replace Existing Mailboxes for All Phases of

Construction, Replace

Existing Mailboxes to

Permanent Location Upon

Completion of Construction

Work, Complete in Place

EA 38

88 02221 Removal and Reinstallation of Wooden Bollards, Include Wire as Required for Construction

EA 15

89 02222 Remove and Dispose of 8-

Inch Diameter Sanitary

Sewer

LF 513

90 02222 Abandon and Grout Fill 48-

Inch Existing Storm Sewer

LF 258

91 02222 Abandon and Grout Fill 54-

Inch Existing Storm Sewer

LF 560

92 02321 Cement Stabilized Sand CY 71

93 02502 8-Inch Diameter C900

(class 150) PVC Water Line with Restrained Joints in 16-

Inch Steel Casing, by

Trenchless Construction, LF 67

00300-11

94 02502 12-Inch Diameter C900

(class 150) PVC Water Line with Restrained Joints in 24-

Inch Steel Casing, by

Trenchless Construction, Complete in Place

LF 106

95 02511 8-Inch Diameter C900

(class 150) PVC Water Line with Restrained Joints, by

Trenchless Construction, Complete in Place

LF 14

96 02511 12-Inch Diameter C900

(class 150) PVC Water Line with Restrained Joints, by

Trenchless Construction, Complete in Place

LF 28

97 02512 1-Inch Diameter Water Taps and Service Line and Meter

Box, 200 PSI Polyethylene

(Short-Side), Complete in

Place

EA 5

98 02512 1-Inch Diameter Water Taps and Service Line and Meter

Box, 200 PSI Polyethylene

(Long-Side), Complete in

Place

EA 28

99 02513 8-Inch Wet Connection, Complete in Place

EA 2

100 02513 12-Inch Wet Connection, Complete in Place

EA 4

101 02516 Cut, Plug, and Abandon

Existing 8-Inch Diameter

Water Line

EA 2

102 02516 Cut, Plug, and Abandon

Existing 12-Inch Diameter

Water Line

EA 4

103 02525 8-Inch Tapping Sleeve and

Valve, Complete in Place

EA 1

104 02525 12-Inch Tapping Sleeve and

Valve, Complete in Place

EA 1

105 02526 1-Inch Water Meter, BEACON-AMA E-Series, Stainless Steel, Twist Tight, LTE-M, Complete in Place

EA 4

00300-12

106 02526 2-Inch Water Meter, BEACON-AMA E-Series, Stainless Steel, Twist Tight, LTE-M, Complete in Place

EA 3

107 02526 4-Inch Water Meter, BEACON-AMA E-Series, Stainless Steel, Twist Tight, LTE-M, Complete in Place

EA 1

108 02531 8-Inch Diameter PVC

Sanitary Sewer, by

Trenchless or Open-Cut

Construction, Complete in

Place

LF 513

109 02534 6-Inch Diameter Sanitary

Sewer Service, Includes

Stacks, Wyes, Fittings and

Tees, Complete in Place

LF 399

110 02534 Sanitary Service Cleanout EA 38

111 02555 Manhole Rehabilitation, Remove all Debris, Seal all

Gaskets at Pipe

Connections, Seal all

Hairline Cracks, Seal Voids, and Root Treatment. (MHs

#20, #21, #22)

EA 3

112 02631 18-Inch thick Riprap, Complete in Place

CY 126

113 02631 78-Inch Corrugated Metal

Pipe Storm Sewer by Open

Cut Construction, Complete in Place

LF 83

114 02631 Timber Bent, Complete in

Place

EA 1

115 02631 24-Inch Storm Sewer

Maintenance, Remove all

Debris, Seal all Gaskets at

Pipe Connections, Seal all

Hairline Cracks, and Root

Treatment. (Storm Sewer

Along Fox Run from STA

45+94.52 to STA 53+35.77)

LF 402

00300-13

116 02631 30-Inch Storm Sewer

Maintenance, Remove all

Debris, Seal all Gaskets at

Pipe Connections, Seal all

Hairline Cracks, and Root

Treatment. (Storm Sewer

Along Fox Run from STA

45+94.52 to STA 53+35.77)

LF 332

SUBTOTAL SECTION 9 - EXTRA WORK ITEMS

SECTION 10 - ADDITIONAL ALTERNATE BID ITEMS -FOX RUN FROM STA 45+94.52

TO STA 53+35.77

117 02221 Remove and Dispose of 24-

Inch or Smaller Existing

Storm Sewer Line

LF 406

118 02221 Remove and Dispose of 30-

Inch Storm Sewer Line

LF 359

119 02221 Remove and Dispose of

Existing Storm Sewer

Manhole (All Sizes and

Depths)

EA 3

120 02221 Remove and Dispose of

Existing 6-Inch Curb, Includes all Saw-Cutting

Required

LF 712

121 02221 Remove and Dispose of

Existing Pavement, Base, and Subgrade, Includes all

Saw-Cutting Required (All

Types and Depths)

SY 1329

122 02260 Trench Safety System for

Storm Sewer, Complete in

Place

LF 741

123 02082 6-foot Reinforced Concrete

Type C Storm Sewer

Manhole, Complete in Place

EA 3

124 02631 36-Inch Reinforced

Concrete Pipe, C-76, Class

III, by Open Cut

Construction, Complete in

Place

LF 741

125 02338 8-Inch Cement Stabilize

Subgrade for Concrete, SY 1410

00300-14

126 02751 8-Inch Thick Concrete

Pavement, High Early

Strength, Complete in Place

SY 1329

127 02771 6-Inch Concrete Curb, Complete in Place

LF 712

SUBTOTAL SECTION 10 - ADDITIONAL ALTERNATE BID ITEMS

SECTION 11 - ALTERNATE BID ITEMS

128 02082 8-foot by 4-foot Precast

Reinforced Concrete

Junction Box, Complete in

Place, in lieu of 8-foot

Precast Type C Storm

Sewer Manhole (MHs #3, #7, #8, #9, #10, #11, #12)

EA 7

SUBTOTAL SECTION 11 - ALTERNATE BID ITEMS

TOTAL BID PRICE

Note: The BIDDER understands that after a Contract is awarded, the OWNER may elect to not include some or all of items listed in the contract. If awarded a Contract, the BIDDER agrees to furnish and install the equipment selected by the OWNER with appropriate price adjustments as indicated above. The Total Bid Price will then be adjusted accordingly.

SECTIONS 1-8 (BASE BID) SUBTOTAL: $____________________

SECTION 9 (EXTRA WORK ITEMS) SUBTOTAL: $____________________

SECTION 10 (ADD. ALT. ITEMS) SUBTOTAL: $____________________

SECTION 11 (ALTERNATE ITEMS) SUBTOTAL: $____________________

TOTAL BID PRICE: $____________________

5. OWNER reserves the right to modify the scope of Work after opening of Bid. If the scope is modified, the unit prices bid may not be revised unless the quantity for that bid item is reduced by greater than twenty-five percent (25%).

6. BIDDER agrees that the Work will be substantially complete and completed and ready for final payment in accordance with Paragraph 14.3 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

8. Communications concerning this Bid shall be addressed to the business address of BIDDER indicated herein.

00300-15

9. The terms used in this Bid which are defined in the General Conditions of the Construction

Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions.

SUBMITTED on ____________________, 2026.

Bidder:

(Print or type full name of your proprietorship, partnership, corporation, or joint venture.*)

**By:

Signature Date

Name:

(Print or type name) Title

Address:

(Mailing)

(Street, if different)

Telephone and Fax Number:

(Print or type numbers)

* If Bid is a joint venture, add additional Bid Form signature sheets for each member of the joint venture.

** Bidder certifies that the only person or parties interested in this offer as principals are those named above. Bidder has not directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding.

Note: This document constitutes a government record, as defined by § 37.01 of the Texas Penal

Code. Submission of a false government record is punishable as provided in § 37.10 of the Texas Penal Code.

AGREEMENT

00500-1

Section 00500

This Agreement is dated as of _______________, by and between Spring Creek Utility District

(“Owner”) and ____________(“Contractor”).

Terms used in this Agreement have the meanings stated in the General Conditions and the

Supplementary Conditions.

Owner and Contractor hereby agree as follows:

ARTICLE 1—WORK

1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents.

The Work is generally described as follows: Provide and install approximately 7,000 feet of 6-inch and 8-inch reclaimed waterline by trenchless construction, including service connections, steel casing crossings, and associated appurtenances. The Project also includes the removal, abandonment, and replacement of approximately 8,000 feet of storm sewer infrastructure ranging from 24-inch to 78-inch diameter, including manholes, junction boxes, inlets, riprap, and associated drainage structures along the project corridor. Other work includes traffic control, erosion and sedimentation control, dewatering, utility adjustments, roadway and driveway demolition, concrete pavement reconstruction, ADA improvements, subgrade stabilization, and complete site restoration.

ARTICLE 2—ENGINEER

2.01 The Owner has retained CobbFendley (“Engineer”) to act as Owner’s representative, assume all duties and responsibilities of Engineer, and have the rights and authority assigned to Engineer in the Contract.

2.02 The part of the Project that pertains to the Work has been designed by Engineer.

ARTICLE 3—CONTRACT TIMES

3.01 Time is of the Essence

A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract.

3.02 Contract Times:

A. The Work will be substantially complete within 450 days after the date when the

Contract Times commence to run as provided in Paragraph 4.01 of the General

Conditions, and completed and ready for final payment in accordance with

Paragraph 15.06 of the General Conditions within 480 days after the date when the

Contract Times commence to run.

00500-2

3.03 Liquidated Damages

A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 3.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the Contract Times, as duly modified. The parties also recognize the delays, expense, and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty):

1. Substantial Completion: Contractor shall pay Owner $500 for each day that expires after the time (as duly adjusted pursuant to the Contract) specified above for

Substantial Completion, until the Work is substantially complete.

2. Completion of Remaining Work: After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Times

(as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $500 for each day that expires after such time until the Work is completed and ready for final payment.

3. Liquidated damages for failing to timely attain Milestones, Substantial Completion, and final completion are not additive, and will not be imposed concurrently.

B. If Owner recovers liquidated damages for a delay in completion by Contractor, then such liquidated damages are Owner’s sole and exclusive remedy for such delay, and

Owner is precluded from recovering any other damages, whether actual, direct, excess, or consequential, for such delay, except for special damages (if any) specified in this

Agreement.

ARTICLE 4—CONTRACT PRICE

4.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract

Documents, for all Work, at the prices stated in Contractor’s Bid, attached hereto as a contract document. The total amount awarded is $____________.

ARTICLE 5—PAYMENT PROCEDURES

5.01 Submittal and Processing of Payments

A. Contractor shall submit Applications for Payment in accordance with Article 15 of the

General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions.

5.02 Progress Payments; Retainage

A. Owner shall make progress payments on the basis of Contractor’s Applications for

Payment on or about the last day of each month during performance of the Work as provided in Paragraph 5.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the

Contract. All such…

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