GC7003-03 Pine Falls Sec 1 Specs.pdf

CONTRACT SPECIFICATIONS

FOR

WATER, SEWER, DRAINAGE AND PAVING

PINE FALLS SECTION 1

FOR

MERITAGE HOMES OF TEXAS

3250 BRIARPARK DRIVE

HOUSTON, TX 77042

IN

MONTGOMERY COUNTY MUNICIPAL UTILITY DISTRICT NO. 138

3200 SOUTHWEST FREEWAY, STE. 2600

HOUSTON, TX 77027

AUGUST 2026

SPE JOB NO. 7003-03

JIM CARTWRIGHT, P.E.

PROJECT MANAGER

SPEAR POINT ENGINEERING, LLC

TPBE FIRM REGISTRATION NO. 18904

SPECIFICATION TABLE OF CONTENTS

SECTION 0: CONTRACT FORMS AND DOCUMENTS

NUMBER TITLE NO. OF PAGES

001116 INVITATION TO BID

002113 INSTRUCTIONS TO BIDDER

004143 BID FORM ....................................................................................................... --

004513 BIDDERS QUALIFICATIONS

004519 NON-COLLUSION AFFIDAVIT

005110 NOTICE OF AWARD

005243 CONTRACT

005500 NOTICE TO PROCEED

006112 BID BOND

006113 PERFORMANCE BOND

006114 PAYMENT BOND

006119 MAINTENANCE BOND

006216 CERTIFICATE OF INSURANCE FORM

006293 SITE SURVEY CERTIFICATION

006313 REQUEST FOR INFORMATION FORM

006336 FIELD ORDER FORM

006363 CHANGE ORDER FORM

007200 GENERAL CONDITIONS OF THE CONTRACT

007200.10 ATTACHMENT A TO THE GENERAL CONDITIONS OF THE CONTRACT

007200.20 ATTACHMENT B TO THE GENERAL CONDITIONS OF THE CONTRACT

007300 SPECIAL CONDITIONS OF THE CONTRACT PART A

007301 SPECIAL CONDITIONS OF THE CONTRACT PART B

007413 SPECIAL PROVISIONS

SECTION 1-2: GENERAL CONTRACT SPECIFICATIONS

011100 SUMMARY OF WORK

011110 EXECUTIVE SUMMARY

011113 WORK COVERED BY CONTRACT DOCUMENTS

013216 CONSTRUCTION PROGRESS SCHEDULE

013226 CONSTRUCTION PROGRESS REPORTING

013229 PERIODIC WORK OBSERVATION

013300 SUBMITTAL PROCEDURES

013323 SHOP DRAWINGS PRODUCT DATA AND SAMPLES

014516 .13 CONTRACTOR’S QUALITY CONTROL

014529 TESTING LABORATORY SERVICE

015200 TEMPORARY CONSTRUCTION FACILITIES

015513 STABILIZED CONSTRUCTION EXIT

015713 TEMPORARY EROSION AND SEDIMENT CONTROL

015723 TEMPORARY STORM WATER POLLUTION CONTROL

015733 TPDES REQUIREMENTS

017416 CLEANING AND WASTE MANAGEMENT

017700 CLOSEOUT PROCEDURES

022113 SITE SURVEYS

SECTION 3: TECHNICAL SPECIFICATIONS

List of Drawing Sheets Revised 8/27/2026 000115: Page 1 of 2

000115 LIST OF DRAWING SHEETS

PART 1 GENERAL

1.01 SUMMARY

A. This Section includes a list of drawing sheets that are incorporated as a part of the Contract along with their revision dates during bidding.

B. Drawing sheet list:

1. Cover Sheet - Water, Sanitary, Drainage, & Paving to Serve Pine Falls Section 1

2. Spearpoint Notes and Tceq Notes

3. Overall Layout

4. Water And Sanitary Overall

5. Storm And Paving Overall

6. Site Grading Plan, Details & Notes

7. Drainage Area Map

7B. Existing Detention Pond 3 7C. Existing Conditions Drainage Area Map

8. Drainage Calculations

9. Future Pine Falls Drive Sta 0+00 - 7+00

10. Future Pine Falls Drive Sta 7+00 - 12+00

11. Future Pine Falls Drive Sta 12+00 - 17+00

12. Angel Falls Drive Sta 0+00 – End

13. Yosemite Falls Drive Sta 0+00 - 5+00

14. Yosemite Falls Dr & Palmer Falls Ln Sta 5+00 - 10+08

15. Detention Pond 3 Outfall

16. Paving Details

16B. Paving Details

17. Sanitary Details 1 Of 2

18. Sanitary Details 2 Of 2

19. Water Details 1 Of 2

20. Water Details 2 Of 2

21. Storm Details 1 Of 2

22. Storm Details 2 Of 2

23. Sidewalk Details

24. Temporary Erosion Control Plan

25. Temporary Erosion Control Details

LS-1 Cover Sheet LS-2 Construction Notes LS-3 Site And Dimensional Control Plan LS-4 Grading Plan LS-5 Lift Station Details LS-6 Miscellaneous Details LS-7 Electrical Site Plan LS-8 Electrical One-Line Diagram LS-9 Electrical Details LS-10 SCADA Control Schedule 1 of 2 LS-11 SCADA Control Schedule 2 of 2

List of Drawing Sheets Revised 8/27/2026 000115: Page 2 of 2

1.02 PRICE AND PAYMENT PROCEDURES

Measurement and Payment

The work shown on the plans is a part of this project. Any work shown on the plans that is not included in a specific pay item is deemed to be incidental to the work item most related to the work. Any questions or discrepancies found on the plans or between the plans and the Specifications should be brought to the attention of the ENGINEER prior to bid. Otherwise, in interpretation of the plans and specification, the most stringent requirement will be deemed as intended.

END OF SECTION

MERITAGE HOMES OF TEXAS FOR THE BENEFIT OF MUD 138 INVITATION TO BIDDERS

Invitation to Bid (Paper) Revised 8/27/2026 001116: Page 1 of 1

001116 INVITATION TO BIDDERS

Sealed Bids addressed to Meritage Homes of Texas FOR THE BENEFIT OF Montgomery County Municipal Utility District No.

138 will be received at the office of Spear Point Engineering, LLC., 902 Martin Luther King Blvd Ste. 100, Willis, TX 77378, until 10:00 a.m. Local Time, September 15, 2026, and then publicly opened and read for furnishing all material, equipment, labor, and supervision necessary for completion of Pine Falls Section 1 for Meritage Homes of Texas FOR THE BENEFIT OF Montgomery County Municipal Utility District No. 138 of Montgomery County, Texas.”

Scope of Work of the Contract Documents includes the following: Water, Sewer, Drainage and Paving Facilities to serve a residential subdivision development.

Bids received after the closing time will be returned unopened. A NON-MANDATORY pre-bid conference will be held in person September 8, 2026, at 10:00 a.m. Local Time, at Spear Point Engineering, LLC., 902 Martin Luther King Blvd Ste. 100, Willis, TX 77378.

Each Bid must be accompanied by a Bid bond or a certified or cashier’s check, acceptable to the Owner, in an amount not less than two percent (2%) of the total amount Bid, as a guarantee that the successful bidder will enter into the Contract Documents and execute the Bonds on the forms provided and provide the required insurance certificates and Bonds within seven (7) days after the date Contract Documents are received by the successful bidder. If a certified or cashier’s check is provided, the successful bidder shall deliver, at the bid opening address, the original certified or cashier’s check within one

(1) business day of receipt of the bid opening.

[Bidding documents may be examined at www.CIVCASTUSA.com or may be obtained by prospective bidders or suppliers upon payment of One Hundred Fifty Dollars ($150.00 non-refundable plus cost of delivery) for each set of documents at Spear Point Engineering, LLC. Checks should be made payable to Spear Point Engineering, LLC. No cash will be accepted.]

The Owner reserves the right to reject any or all Bids and to waive all defects and irregularities in bidding or bidding process except the time for submitting a Bid. Bid package submittals that do not include all completed forms listed in the Bid Form Section 1.0 D Bid Supplements may be considered non-responsive. The successful bidder, if any, will be the responsible bidder, which in the Board’s judgment will be most advantageous to the District and result in the best and most economical completion of the Project.

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

Instructions to Bidders Revised 8/27/2026 002113: Page 1 of 6

002113 INSTRUCTIONS TO BIDDERS

1.01 PREPARATION OF BIDS

Unless otherwise directed in the Invitation to Bidders, each Bid must be submitted on the bid forms provided or on photocopies of the forms, in conformity with the requirements of the Invitation to Bidders, these Instructions to Bidders (“Instructions”), and the instructions printed on the bid form. In addition, if submitting a paper Bid, the Bid must be submitted in duplicate.

All blanks on the bid form must be completed, and no change shall be made to the bid form or any other of the Contract Documents. All amounts must be in figures, with amounts extended and totaled. If minimum unit prices have been established for certain items, the minimum unit prices will be shown on the bid form. See Paragraph 8 of these Instructions.

If the bidder chooses not to bid on optional items (if any), “No Bid” must be entered in the bid space. Any Bid may be rejected if it contains any omission, erasure, alteration, addition, irregularity of any kind, or items not called for; if it does not submit prices for each of the items in the bid form; if it is not signed by the bidder; if it is unbalanced; or if it in any manner, fails to conform to the conditions of the Invitation to Bidders and these Instructions. An “unbalanced” Bid means a Bid containing unit prices that are significantly less than cost for some items and significantly more than cost for others. This may be evidenced by submission of unit price Bid items where the cost is significantly higher/lower than the cost of the same Bid items submitted by other Bidders on the same Project.

The bidder must sign its Bid. If the Bid is made by a partnership or corporation, the name and address of the partnership or corporation must be shown together with the names and addresses of the partners or officers. If the Bid is made by an individual, it must be executed by that person; if made by a partnership, it must be executed by one of the partners (and if by a limited partnership, then executed by the general partner); or if made by a corporation, it must be executed in the corporate name by the president or a 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 of the corporation. The corporate address and state of incorporation shall be shown below the signature.

When applicable, evidence of authority to conduct business as an out-of-state corporation in the State of Texas must be provided in accordance with the paragraph entitled QUALIFICATION OF BIDDERS. State contractor license number, if any, must also be shown.

The Bid and the Bid Security must be sealed and must identify the contents (i.e., Bid or Bid Security), the bidder’s name, and the job name and number, and be addressed to the Owner as prescribed in the Invitation to Bidders.

1.02 CONTRACT DOCUMENTS

The Contract Documents are complementary and must be read together as a whole; what is called for by one is binding as if called for by all.

Bidders desiring further information or further interpretation of any part of the Contract Documents are hereby obligated to submit a written request [online to the www.CivcastUSA.com system for such information to Engineer not less than seven

(7) calendar days before the Bid opening. If appropriate, answers to these requests will be given, in writing, to all bidders as addenda to the Contract Documents, and when each addendum is issued it becomes a part of the Contract Documents. No explanation or interpretation of the Contract Documents, other than written addenda, is binding.

Should a bidder find discrepancies or errors in or omissions from the Contract Documents or should the bidder be in doubt as to any meaning, the bidder is hereby obligated to notify Engineer in writing. It is the responsibility of each bidder to determine if it has received all addenda, complete files of which will be maintained at the Engineer’s office and the office designated to receive the Bids, if any.

http://www.civcastusa.com/

Revised 8/27/2026 002113: Page 2 of 6

Each bidder must inform itself fully of the construction and labor conditions under which the Work will be performed and will be presumed to have inspected the Site and to have read and to be thoroughly familiar with the Contract Documents. Failure to do so will not relieve the successful bidder of its obligation to furnish all materials and labor necessary to carry out the requirements of the Contract Documents and to complete the Work for the consideration in its Bid.

1.03 PRE-BID CONFERENCE

A NON-MANDATORY pre-bid conference among Owner, Engineer, prospective bidders, and others will be held to discuss the scope of the Work and to answer questions concerning the Work. No addendum will be issued at this conference, but an addendum will be issued afterwards, if necessary, to answer questions. The NON-MANDATORY pre-bid conference will be held at the place and time stated in the Invitation to Bidders or as modified by written addenda.

1.04 BID SECURITY

Each Bid must be accompanied by a bid bond or a certified or cashier’s check, acceptable to the Owner, in an amount not less than two (2) percent of the total amount bid (the “Bid Security”), as a guarantee that the successful bidder will enter into the Contract and execute the required Bonds on the forms provided and provide the required insurance certificates and Bonds within seven (7) days after the date Contract Documents are received by the successful bidder. Bid Securities will be returned to all but the three (3) most qualified, responsible bidders within three (3) days after opening of Bids, and the latter’s Bid Securities will be returned after complete execution of the Contract Documents. If the successful bidder does not enter into the Contract after notice of award, then the bidder’s Bid Security will be forfeited and will be retained by Owner. If the award of the Contract to the successful bidder is canceled or not executed for any reason, the Owner may accept the next lowest bid and proceed with the next-lowest qualified bidder.

1.05 BONDS

The successful bidder must furnish a performance bond and a payment bond each in the sum of 100 percent (100%) of the Contract Price. The Payment Bond form must comply with the Requirements of Subchapter I of Chapter 53 of the Texas Property Code. The successful bidder must also provide a one-year (1) Maintenance Bond for one hundred (100) percent of the cost of the construction of the improvements that will be owned by Montgomery County Municipal District No. 173. The Bonds must be from a surety company holding a permit from the State of Texas to act as surety. Unless otherwise specified, the cost of proving Bonds must be included in the bidder’s total Bid amount. The surety company must have a minimum Best Key Rating of “B+” or better. The surety company, the agency and agent issuing the Bonds must be authorized to issue Bonds in Texas in an amount equal to the total Contract Price and such authorization must be recorded in the files of the Texas Department of Insurance. The person executing the Bonds must be a licensed Texas local recording agent and such licensing must be recorded in the files of the Texas Department of Insurance. All Bonds signed by an agent must be accompanied by a certified copy of the agent’s authority to act. The Bonds must be executed by a duly appointed representative of the surety company licensed by the State of Texas as a General Lines Agent and such licensing must be recorded in the files of the Texas Department of Insurance. If the surety company does not have such a rating due to the length of time it has existed, the surety company must be eligible to participate in the surety bond guarantee program of the Small Business Administration and must be an approved surety listed in the current U.S. Department of Treasury Circular 570, and must meet all of the rules and regulations of the Treasury Department with respect to performance and payment bonds for federal jobs, including specifically the rules related to underwriting limitation. For contracts over $100,000, the surety must also hold a certificate of authority from the United States Secretary of Treasury to qualify as a surety on obligations permitted or required under federal law, or have obtained reinsurance for any liability in excess of $1,000,000 from a reinsurer that is authorized and admitted as a reinsurer in the State of Texas and is the holder of a certificate of authority from the United States Secretary of Treasury to qualify as a surety or reinsurer on obligations permitted or required under federal law. If bidder’s proposed surety company, agency or agents do not meet the requirements herein, then Owner may refrain from considering the bidder for Contract award and Owner may require bidder to forfeit its Bid Security.

It is further agreed that the successful bidder will execute the Bonds required for the satisfactory performance of the Work, the fulfillment of any guarantees required, and the prompt payment to all persons supplying labor and materials in the prosecution of the Work, in accordance with the Contract Documents and on the forms provided for this purpose. It is agreed that this Contract is not in effect until the required Bonds are furnished and approved by Owner. Upon increase of the Contract Price authorized by Change Order, Contractor must immediately provide revised Bonds for such increased Contract

Revised 8/27/2026 002113: Page 3 of 6

Price. Contractor’s failure to provide compliant Bonds may be grounds for immediate termination regardless of whether the Contractor has started the Work on the Project.

If the surety on any Bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements herein Contractor must promptly notify Owner and Engineer and must, within ten (10) calendar days after the event giving rise to such notification, provide another Bond and surety to fulfill the required obligations.

1.06 DELIVERY OF BIDS

It is each bidder’s responsibility to deliver its Bid and Bid Security as stated in the Invitation to Bidders before the closing time. The fact that a Bid and a Bid Security were dispatched will not be considered. The Bid and Bid Security must be timely delivered to be considered.

1.07 “OR EQUAL” SUBMISSIONS

Where materials or equipment are specified by a trade or brand name, it is not the intention of the Owner to discriminate against an equal product of another manufacturer, but to set a definite standard of quality or performance. In preparing its proposal, each bidder is expected to include in its base Bid the cost of the item so specified. However, in certain Technical Specification sections, manufacturers are listed followed by “or equal”. In certain other Technical Specification sections, manufacturers are listed with “or equal” not included. In those items where “or equal” is not included, it is hereby added and understood to be included, even though not specifically stated in each Technical Specification. If a bidder chooses to submit a suggested “or equal” product in lieu of a product by one of the named manufacturers, Owner will evaluate the item to determine if it is an “equal”. The bidder is responsible for providing all data required to evaluate an item submitted as a suggested “or equal.” Owner’s decision on whether a suggested manufacturer is an “equal” is final. No claims for additional cost or time delay, etc. will be accepted if a suggested manufacturer is submitted by bidder as an “equal” and Owner decides the item is not “equal”.

Bidder must submit its list of suggested “or equal” items at time of Bid submission. No additional suggested “or equal” items will be considered after bid opening.

1.08 MINIMUM UNIT PRICE ITEMS

If the approximate quantity and a minimum unit price have been established for items in the bid form, the bidder may not bid a unit price less than the minimum value; however, it may bid an amount greater than the minimum unit price. If no entry is made in the spaces provided, the minimum unit prices shown apply.

1.09 EXTRA UNIT PRICE ITEMS

Extra Unit Price Items are included to facilitate payment for changes and alterations that may be required to complete the Work. The Work, as provided by the Contract Documents, is described in bid items other than Extra Unit Price Items. When additional Work covered by Extra Unit Price Items is performed, payment will be based on the quantity constructed and the unit prices entered in the Bid.

1.10 TIME FOR COMPLETION

Contractor will not be allowed time extensions (i) due to inclement weather except for Force Majeure events as defined under Section 1.01 of the General Conditions of the Contract; (ii) due to non-availability of equipment or material, when the principal units of Work and tasks on the critical path are not in progress or are not delayed by the event of delay, interference, disruption, or hindrance; (iii) when at least seven (7) hours of available working time remain out of the working day; (iv) while materials are drying and it is possible for the Contractor to enclose the area and use drying devices; (v) when an event of delay, interference, disruption, or hindrance occurs on a day other than a working day or other day when the Contractor had not originally planned to work; (vi) when an event of delay, interference, disruption, or hindrance occurs after the expiration of the Contract Time; (vii) to the extent the Contractor could have anticipated or alleviated the impact of the event of delay, Revised 8/27/2026 002113: Page 4 of 6 interference, disruption, or hindrance through reasonable efforts; (viii) when events of concurrent delay overlap the claimed delay; and/or (ix) when an extension of time is precluded by any provision of the Contract Documents.

1.11 QUALIFICATION OF BIDDERS

The apparent most qualified, responsible bidder must submit to Owner, with its Bid either (i) a fully completed contractor’s statement of qualification or (ii) a written statement that the most recently submitted contractor’s statement of qualification is accurate, which statement of qualification must be considered in the award of the Contract. Failure to accurately complete the contractor’s statement of qualification or to timely submit the statement of qualification will, at Owner’s option, disqualify the bidder from consideration in the award of the Contract. The form of the Contractor’s statement of qualification is available from the Engineer. Owner may reject, at Owner’s sole discretion, a bidder’s statement of qualification if the bidder’s statement of qualification is not on the form provided. Evidence of out-of-state incorporation to conduct business in the state in which the Work is to be performed, along with state contractor license number, must also be provided and is a consideration in the award of the Contract.

1.12 MODIFICATION AND WITHDRAWAL OF BIDS

Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered in the same manner as Bids were submitted at any time prior to the opening of Bids. If, within twenty-four (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 despite the exercise of ordinary care, that bidder may withdraw its Bid and the Bid Security will be returned.

1.13 INTENTIONALLY DELETED

1.14 AWARD OF CONTRACT

Owner reserves the right to reject any or all Bids, including without limitation the right to reject any or all nonconforming, non-responsive, unbalanced or conditional Bids and to reject the Bid of any bidder if Owner believes that it would not be in the best interest of the Project to make 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 of Owner. Owner also reserves the right to waive all informalities and defects in bidding, except time of submitting a Bid. Discrepancies between the multiplication of units and unit prices in a Bid 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 if the correct sum is evident from the face of the Bid.

In evaluating Bids, Owner will consider, among other things, the qualifications of bidders, whether the Bids comply with the prescribed requirements, and such substitutions, alternates, unit prices and other data, as may be requested in the bid form or prior to the Bid opening. Alternate bid items will not be considered unless requested in the bid form.

Owner may consider the qualifications and experience of subcontractors, suppliers, and other persons and organizations proposed for the Work. 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.

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.

BY SUBMITTING A BID, EACH BIDDER AUTHORIZES OWNER TO PERFORM ALL INVESTIGATIONS INTO THE BIDDER’S BACKGROUND, CAPABILITIES, PRIOR EXPERIENCE, AND OTHER FACTORS PERTAINING TO BIDDER’S PERFORMANCE OF THE WORK AS OWNER DEEMS NECESSARY IN ITS SOLE DISCRETION, AND FOR THAT PURPOSE, SUBMISSION OF A BID ACTS AS BIDDER’S SPECIFIC AUTHORIZATION TO PERSONS AND ENTITIES CONTACTED BY OWNER IN CONNECTION WITH SUCH INVESTIGATIONS TO PROVIDE OWNER WITH THE INFORMATION REQUESTED BY OWNER AND TO DISCUSS AND EXPRESS OPINIONS CONCERNING BIDDER. FURTHER, BY SUBMISSION OF A BID, BIDDER AGREES TO FULLY AND FOREVER WAIVE AND RELEASE ANY CLAIM (KNOWN OR UNKNOWN) IT HAS OR MAY HAVE AGAINST THE OWNER AND ENGINEER AND THEIR RESPECTIVE ATTORNEYS, EMPLOYEES, CONSULTANTS, REPRESENTATIVES, AND AGENTS (“THE EVALUATING PARTIES”)

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ARISING OUT OF OR IN CONNECTION WITH THE: (1) ADMINISTRATION, EVALUATION, OR RECOMMENDATION (OR LACK THEREOF) OF ANY BID; (2) WAIVER OF ANY REQUIREMENTS UNDER THE BID DOCUMENTS OR THE CONTRACT DOCUMENTS;

AND (3) ACCEPTANCE OR REJECTION OF ANY BIDS AND AWARD OF THE CONTRACT.

Owner reserves the right to award the Bid, at Owner’s discretion, based on the amount of the total base bid (without including “Extra Unit Price Items” or “alternate” bid items) or on the amount of the total amount bid (including “Extra Unit Price Items” or “alternate” bid items), or based on any other combination, means or method determined appropriate by Owner.

If the Contract is to be awarded, it will be awarded to the responsible bidder whose evaluation by Owner indicates that the award will be most advantageous to the Owner and result in the best and most economical completion of the Work.

If the Contract is to be awarded, Owner will give the successful bidder a notice of award within sixty (60) days after the day of the Bid opening. All bidders must honor their Contract Price on the bid form, if the Contract is awarded within the timeframe provided herein. A Notice to Proceed will be issued within a reasonable period after the Contract Documents are fully executed.

Within seven (7) calendar days of receipt from the Owner after notice of award, the successful bidder must submit to the Engineer the payment and performance bonds and all information or other items necessary to complete the Contract Documents, including the required insurance, anticipated construction schedule, and Contractor’s safety program. See SAFETY under Section 5.20 of the General Conditions of the Contract. The successful bidder must return the fully executed Contract Documents to Engineer within seven (7) calendar days of receipt, or Owner may at its sole discretion disqualify the Bid and accept another Bid and the bidder must, at Owner’s option, forfeit its Bid Security.

1.15 TAXES, LICENSES AND FEES

Certain taxes, licenses, fees, and other similar items are part of the cost of the Work, and it is bidder’s responsibility to familiarize itself with these costs and to observe and comply with the Laws and Regulations relating to same. The prices, sums, rates, and other charges set forth in the bidder’s Bid must cover and include all such costs. If this Contract is for construction of a water or wastewater system, certain tax exemptions under Tax Code 151.355 may apply. If the improvements under this Contract will be owned by a governmental entity that is not the District, Tax Code 151.309 may apply. Contractor, and all subcontractors to Contractor (i) must not include any provision for Texas sales and use taxes with respect to such exempt items in any Bid or the Contract Price, and (ii) must pass on to the Owner cost savings due to any exempt status of such exempt items. Contractor’s contracts with all subcontractors to Contractor must include the foregoing provisions. Contractor must pay taxes on items that are not exempt.

1.16 NUMBER OF SIGNED SETS OF DOCUMENTS

The Contract Documents will be prepared in at least five (5) original sets for signature, one (1) for delivery to the successful bidder. Owner will furnish the successful bidder six (6) sets of Plans and Technical Specifications free of charge, and additional sets may be obtained from Engineer at Engineer’s reproduction rates.

1.17 ELECTRONIC COUNTERPARTS; FORM OF BONDS TO BE PROVIDED TO OWNER

The Contract Documents may be executed and delivered in any number of counterparts, each of which so executed and delivered will be deemed to be an original and all of which will constitute one and the same instrument.

1.18 INSURANCE

See section entitled “INSURANCE REQUIREMENTS” attached to and incorporated into the General Conditions of the Contract as Attachment A to the General Conditions of the Contract.

1.19 SOILS REPORT

If a soils investigation has been made for this Project, the soils report and log of borings is available for bidder’s information only. The report is not a warranty of subsurface conditions, nor is it a part of the Contract Documents. Bidders are expected https://www.lawinsider.com/clause/counterparts-and-electronic-signatures

Revised 8/27/2026 002113: Page 6 of 6 to examine the Site and such reports and then decide for themselves the soils or conditions that may be encountered.

Owner and Engineer disclaim any responsibility for the accuracy, true location and extent of the surface and subsurface investigations that have been prepared by others. Owner and Engineer further disclaim responsibility for interpretation of that data by bidder, e.g., projecting soil-bearing values, rock profiles, soil stability and the presence, level and extent of underground water or other underground facilities or utilities.

1.20 LABOR CLASSIFICATION AND MINIMUM WAGE SCALE

A. General: The public improvements being constructed under this Contract will be owned, operated, and maintained by a governmental entity. Since the public improvements being constructed under this Contract will be owned by a governmental entity, Chapter 2258 of the Texas Government Code applies to this Contract. Chapter 2258 of the Texas Government Code provides that any political subdivision of the State of Texas shall determine the general prevailing wage rate received by the classes of workers employed on projects similar to this Project and shall specify in the call for bids and in the Contract Documents the minimum wage rates which must be paid for each type of worker. This statute further provides that the Contractor or subcontractors must pay, as penalty to Owner, Sixty Dollars ($60.00) for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the Contract. Owner is authorized to withhold from the Contractor the amount of this penalty from any payment due under the Contract Documents.

The statute likewise requires that the Contractor and subcontractors keep an accurate record of the names and occupations of all persons employed by them on the construction of the Project and to show the actual per diem wages paid to each worker. These records are open to the inspection of Owner.

B. The minimum wage rates that apply to this Contract are specified in Attachment B to the General Conditions of the Contract. Contractor and subcontractors must review and ascertain such wage rates and pay at least such minimum rates.

1.21 LIQUIDATED DAMAGES

The Contractor and the Owner agree that with regard to all dates, time periods, and deadlines set forth or referred to in this Contract, time is of the essence. The Contractor and the Owner agree that a breach of this Contract by failure to complete the Work in the specified time will cause harm to the Owner and further agree that the harm the Owner would sustain and the actual measure of damages the Owner would incur from the breach is incapable or very difficult of ascertainment.

Therefore, the Contractor and the Owner agree that for each and every calendar day the Work or any portion thereof shall remain uncompleted after the expiration of the time limit(s) set in the Contract, or as extended under the terms of the Contract (including, without limitation, due to a delay caused by Contractor’s failure to comply with the Contract Documents or due to Owner’s termination of Contractor for default under the Contract Documents), Contractor shall be liable to Owner for liquidated damages in the amount of $250.00 for each such calendar day, which sum the parties agree is a reasonable forecast of just compensation for the damages the Owner will sustain per day that the Work remains uncompleted. The Owner shall have the option to deduct and withhold said amount from any monies that the Owner owes the Contractor or its sureties or to recover such amount from the Contractor or the sureties on the Contractor’s Bond.

OWNER:

Project Name: Water, Sanitary, Drainage and Paving to Serve Pine Falls Sec 1

Project No:

BIDDER:

1.0 OFFER

A.

B.

C.

Addendum No.: ____ Date: _________ Addendum No.: ____ Date: _________ Addendum No.: ____ Date: _________ Addendum No.: ____ Date: _________ Addendum No.: ____ Date: _________ Addendum No.: ____ Date: _________

D.

[ ] Security Deposit/Bid Bond (as defined in Document 002113 – Instructions to BIDDERs)

2.0 CONTRACT TIME

A.

60 Calendar Days

60 Calendar Days

120 Calendar Days

004143 BID FORM

Total Bid Price: Having examined the Project location and all matters referred to in Bid Documents for the Project, we, the undersigned, offer to enter into a Contract to perform the Work for the Total Bid Price shown on the signature page of this Document.

Addenda: All Addenda have been received. Modifications to Bid Documents have been considered and all related costs are included in the Total Bid Price.

Meritage Homes of Texas, LLC

Period for Bid Acceptance: This offer is open to acceptance and is irrevocable for 60 days from Bid Date. The period for bid acceptance may be extended by mutual written agreement of the OWNER and BIDDER.

If offer is accepted, CONTRACTOR shall achieve Date of Substantial Completion within a Maximum Total of Calendar Days as outlined below after Date of Commencement of the Work, subject to adjustments of Contract Time as provided in the Contract. CONTRACTOR shall provide days bid in the spaces below:

on behalf of Montgomery County Municipal Utility District No. 138

902 Martin Luther King Blvd., Suite 100, Willis, TX 77378 Attn: Engineer for the District

BIDDER acknowledges receipt of the following ADDENDA:

Bid Supplements: The following documents are attached:

7003-03

Description of Work Maximum Calendar Bid Calendar

Days to Complete Days to Complete

Calendar Days

Complete Paving Items

Complete Water, Sanitary and Drainage Items

[ ] Form 1295 [ ] Non-Collusion (Document 004519) [ ] Bidders Qualifications (Document 004513)

Calendar Days

Complete All Items Calendar Days

Addendum 1 Page 1 of 14

3.0

A. STIPULATED PRICE: $ N/A

(Total Bid Price; minus Base Unit Prices, Extra Unit Prices, Cash Allowances and All Alternates, if any)

Item No.

Unit Quantity

Total per Lump Sum

$16,500.00

Upon completion of the project scope, SPE will order an as-built survey by a an RPLS with a Texas-registered survey firm that obtains field condition information with high accuracy.

The certified as-built survey shall include all detention ponds, drainage swales and ditches, road grades, retaining walls, and storm sewer inlet and manhole rim elevations, storm sewer flowlines and pipe sizes, sanitary manhole rim elevations, sanitary sewer flowlines and pipe sizes, fire hydrants and valves. The survey shall provide enough information for a detailed comparison of constructed locations and elevations to the approved project drawings, which shall serve as the verification by the engineer of record that the project was built according to the approved plans.

The survey shall capture all of the items outlined above at a minimum. If there are any areas in the survey that do not contain sufficient elevations points, then a 200-foot survey grid will be placed over these areas. This survey shall be provided to the engineer of record in DWG and PDF format upon completion of the project scope. This completion shall be determined jointly by the field supervision personnel of both the accepting entity and the engineering company.

In addition, the contractor shall track and notate all document deviations by clearly marking any changes between proposed and constructed features. These drawings will be turned over to SPE when requested for record.

TOTAL "A" BID ITEMS: $ ____________________.____

A-1 LS

TOTAL BID PRICE HAS BEEN CALCULATED BY BIDDER, USING THE FOLLOWING COMPONENT PRICES AND PROCESS (PRINT

OR TYPE NUMERICAL AMOUNTS):

Item Description Unit

Measure

1 $16,500.00

Unit Price

Addendum 1 Page 2 of 14

B. BASE UNIT PRICE TABLE: WATER ITEMS

Item No.

Unit Quantity

Total per Linear Foot per Each per Linear Foot per Each per Each per Each per Each

Furnish and Install Fire Hydrant Assembly, including 6-inch (6") Gate Valve and Box and 6-inch (6") Tee (size varies based on water main) as per the plans, details, specifications, utility provider, and county requirements for

5 $__________.___

Furnish and Install 3/4-inch (3/4") Long Side Single Water Service Lead including all piping, fittings, casing, and meter box assembly as per the plans, details, specifications, and utility provider requirements for

LF $__________.___

EAB-2

Furnish and Install 8-inch (8") Gate Valve and Box on 8-inch (8") Waterline as per the plans, details, specifications, and utility provider requirements for

B-1

Furnish and Install 8-inch (8") PVC C900 Waterline, including all fittings, as per the plans, details, specifications, and utility provider requirements for

7 $__________.___

B-7

1,583 $__________.___

Item Description Unit

Measure Unit Price

B-6

EAB-5

EA

B-3

Furnish and Install 12-inch (12") PVC C900 Waterline, including all fittings, as per the plans, details, specifications, and utility provider requirements for

LF 1,581 $__________.___

B-4

Furnish and Install 12-inch (12") Gate Valve and Box on 12-inch (12") Waterline as per the plans, details, specifications, and utility provider requirements for EA 9 $__________.___

EA 2 $__________.___ $__________.___

Furnish and Install 3/4-inch (3/4") Short Side Single Water Service Lead including all piping, fittings, and meter box assembly as per the plans, details, specifications, and utility provider requirements for

Addendum 1 Page 3 of 14 per Each per Lump Sum per Linear Foot per Each

C. BASE UNIT PRICE TABLE: SANITARY SEWER ITEMS

Item No.

Unit Quantity

Total per Linear Foot

Furnish and Install 1-inch (1") Long Side Double Water Service Lead including all piping, fittings, casing, and meter box assemblies as per the plans, details, specifications, and utility provider requirements for

1 $__________.___

Furnish and Install 1-inch (1") Short Side Double Water Service Lead including all piping, fittings, and meter box assemblies as per the plans, details, specifications, and utility provider requirements for

B-9

LF

B-8

TOTAL "B" BID ITEMS:

EA 13

EA 9

C-1

Unit Measure

B-11

LF 125

B-10

Unit Price

Tie to the existing 12 inch water line via wet connection, including bore of 24" casing across SH- 336, as per the plans, details, specifications, and utility provider requirements for

LS

Item Description

Furnish and Install 8-inch (8") PVC SDR 26 Sanitary Sewer, bury depth approximately four to eight feet (4'-8') as per the plans, details, specifications, and utility provider requirements for

Provide Trench Safety for All Waterline Installations as per the plans, details, specifications, and utility provider requirements for 1,560 $__________.___

B-12

Furnish and Install air release valve as per the plans, details, specifications, utility provider, and county requirements for EA 1 $__________.___ $__________.___

Addendum 1 Page 4 of 14 per Linear Foot per Each per Each per Each per Each

C-3 EA

EA

C-2

Furnish and Install 8-inch (8") PVC SDR 26 Sanitary Sewer, bury depth approximately eight to twelve feet (8'-12') as per the plans, details, specifications, and utility provider requirements for

C-5

EA $__________.___

EA

Furnish and Install 6-inch (6") Short Side Double Sanitary Sewer Service Lead including cleanouts and all piping and fittings as per the plans, details, specifications, and utility provider requirements for

Furnish and Install Sanitary Sewer Manhole (includes all depths), and drop structure (where identified) as per the plans, details, specifications, and utility provider requirements. All Sanitary Sewer Manholes must be Coated before installation for

1,540 $__________.___

LF

C-4

Furnish and Install 4-inch (4") Short Side Single Sanitary Sewer Service Lead including cleanouts and all piping and fittings as per the plans, details, specifications, and utility provider requirements for

C-6

Furnish and Install 4-inch (4") Long Side Single Sanitary Sewer Service Lead including cleanouts and all piping and fittings as per the plans, details, specifications, and utility provider requirements for

C-7

Furnish and Install 6-inch (6") Long Side Double Sanitary Sewer Service Lead including cleanouts and all piping and fittings as per the plans, details, specifications, and utility provider requirements for

EA 9 $__________.___ $__________.___

Addendum 1 Page 5 of 14 per Lump Sum per Linear Foot per Lump Sum per Linear Foot per Square Foot per Each

1C-8

Furnish and Install doghouse manhole, including connection to existing sanitary line as per the plans, details, specifications, and utility provider requirements for LS $__________.___

C-14

Provide and Install a 50 KW generator as per the plans, details, specifications, and utility provider requirements for EA 1 $__________.___ $__________.___

C-11

Site preparation, including fine grading and mulching for the proposed lift station, complete in Place as per the plans, details, specifications, and utility provider requirements for LS 1 $__________.___ $__________.___

C-13

Construction of concrete driveways as per the plans, details, specifications, and utility provider requirements for SF 1,650 $__________.___ $__________.___

C-12

Provide and Install 8' tall wood panel fencing including a 22' wide double swing gate with knox box as per the plans, details, specifications, and utility provider requirements for LF 226 $__________.___ $__________.___

C-10

Provide Trench Safety for All Sanitary Sewer Installations as per the plans, details, specifications, and utility provider requirements for LF 1,665 $__________.___ $__________.___

C-9

Furnish and Install sanitary sewer air release valve as per the plans, details, specifications, and utility provider requirements for EA 1 $__________.___ $__________.___

Addendum 1 Page 6 of 14 per Each per Lump Sum per Lump Sum per Lump Sum per Lump Sum

C-20

Provide and install all electrical work as shown and described in the plans for a complete operating system including conduits, conductors, panels and electrical devices for proposed lift station as per the plans, details, specifications, and utility provider requirements for

LS 1 $__________.___ $__________.___

C-21

Provide and install Multismart SCADA system for proposed lift station in accordance with City of Conroe design criteria, as per the plans, details, specifications, and utility provider requirements for LS 1 $__________.___

C-19

Foundation work for the generator pad and control panel as per the plans, details, specifications, and utility provider requirements for LS 1 $__________.___ $__________.___

C-18

Provide and Install 23.75' height, 8' dia Fiberglass wet well including valve vault and drain, all concreting work and hinged access hatch as per the plans, details, specifications, and utility provider requirements for

LS 1 $__________.___ $__________.___

C-17

Provide and install two 4 inch gate valves as per the plans, details, specifications, and utility provider requirements for EA 2 $__________.___ $__________.___

C-16

Provide and install two 4 inch check valves as per the plans, details, specifications, and utility provider requirements for EA 2 $__________.___ $__________.___

C-15

Provide and install two 5 HP, 225 GPM, 25 ft TDH submersible pumps (Flygt ,model no.: N3085, impeller size 4"), including but not limited to all valves, seals, piping, bends and fittings, pipe supports as per the plans, details, specifications, and utility provider for requirements for

EA 2 $__________.___ $__________.___

Addendum 1 Page 7 of 14 per Lump Sum per Lump Sum

D. BASE UNIT PRICE TABLE: STORM SEWER AND DRAINAGE ITEMS

Item No.

Unit Quantity

Total per Linear Foot per Linear Foot per Linear Foot per Linear Foot

C-23

Provide and install 8" sanitary sewer line with connection to the sanitary manhole provided by others as per the plans, details, specifications, and utility provider requirements for

LF 44 $__________.___ $__________.___

80D-1 $__________.___

TOTAL "C" BID ITEMS:

Unit Measure

Unit Price

Item Description

D-3

Furnish and Install 30-inch (30") Reinforced Concrete Pipe (RCP) Storm Sewer, as per the plans, details, specifications, and county requirements for LF 93 $__________.___ $__________.___

D-4

Furnish and Install 36-inch (36") Reinforced Concrete Pipe (RCP) Storm Sewer, as per the plans, details, specifications, and county requirements for LF 84

Furnish and Install 18-inch (18") Reinforced Concrete Pipe (RCP) Storm Sewer, as per the plans, details, specifications, and county requirements for LF $__________.___

C-24

Provide and install adjustable pipe supports as per the plans, details, specifications, and utility provider requirements for LS 1 $__________.___

C-22

Make connection to 4" HDPE sanitary force main as per the plans, details, specifications, and utility provider requirements for LS 1 $__________.___

D-2

Furnish and Install 24-inch (24") Reinforced Concrete Pipe (RCP) Storm Sewer, as per the plans, details, specifications, and county requirements for LF 969 $__________.___ $__________.___

Addendum 1 Page 8 of 14 per Each per Each per Each per Linear Foot per Linear Foot per Each

Provide Trench Safety for All Storm Sewer Installations, as per the plans, details, specifications and county requirements for LF 2,135 $__________.___

D-12

2 $__________.___

D-7 EA

D-10

1 $__________.___

TOTAL "D" BID ITEMS:

Furnish and Install 18" SET, complete in place, as per the plans, details and specifications, or as directed by the Engineer; complete and in place for EA

Furnish and Install Type "E" Inlet, as per the plans, details, specifications, and county requirements for

9 $__________.___

D-9

Furnish and Install Storm Sewer Manhole, as per the plans, details, specifications, and county requirements for EA

D-5

Furnish and Install 42-inch (42") Reinforced Concrete Pipe (RCP) Storm Sewer, as per the plans, details, specifications, and county requirements for LF 909 $__________.___ $__________.___

D-6

Furnish and Install Stage 1 Type "C" Curb Inlet, as per the plans, details, specifications, and county requirements for EA 11 $__________.___ $__________.___

D-8

Furnish and Install Grate Inlet, as per the plans, details, specifications, and county requirements for

EA 1 $__________.___ $__________.___

D-11

Install Yard Swales as per the plans, details and specifications, or as directed by the Engineer;

complete and in place for LF 400 $__________.___ $__________.___

Addendum 1 Page 9 of 14

E. BASE UNIT PRICE TABLE: PAVING ITEMS

No.

Unit Quantity

Total per Lump Sum per Lot per Lot per SY per Square Yard per Linear Foot

Engineer's Estimate is that 2,220 Tight Cubic Yards (TCY) will be cut. The quantity given is for reference only and the contractor is responsible for verifying all quantities for the lump sum bid price prior to bidding the project. Place fill in 8-inch maximum uniform elevation lifts compacted to 95% standard proctor density.

E-2

Provide Final Lot Grading, including spreading and compacting of roadway cut and utility spoils previously placed on lots by utility contractor and final grading of Side Lot Swales, as per the Grading Plan, Lot Grading Details and specifications for

E-1

LOT 52 $__________.___

Unit Price

52 $__________.___

Provide Roadway Cut, on-site hauling, placement, and compaction to final grades and elevations as per the plans, details and specifications for

LS 1

Item Description Unit

Measure

E-5

Furnish and Install 6-inch (6") Thick 4,000 psi Reinforced Concrete Pavement as per the plans, details, specifications, Geotechnical Report and county requirements for

SY 6,205

SY 6,650 $__________.___

E-3

E-4

E-6

Provide Broadcast Seeding of the proposed lots as per the plans, details and specifications for LOT

Furnish and install subgrade and Provide cement stabilization for upper 6 inches consisting of a mixture of 2 sacks of cement per ton of sand or 7% by dry weight as per the plans, specifications, direction of Engineer in Charge and Geotechnical Report for

Furnish and Install 4" x 12" Roll curb, complete in place per the plans, details and specifications for

LF 2,885 $__________.___ $__________.___

Addendum 1 Page 10 of 14 per Each per Lump Sum per Lump Sum per Square Yard per Linear Foot

E-13

Furnish and Install Handicap Ramps per the plans, details and specifications for LF 4 $__________.___ $__________.___

E-11

Spread and Compact all Roadway Cut Spoils on the proposed lots as per the plans, details and specifications for LS 1 $__________.___ $__________.___

$__________.___EA 1

E-10

Provide all pavement striping, markings, traffic buttons, street…