Spec Book (6).pdf

CONTRACT SPECIFICATIONS

FOR

WATER, SANITARY, DRAINAGE, & PAVING

TO SERVE

GRANGERLAND MEADOWS SECTION 2

FOR

GRANGERLAND MEADOWS, LP

336 ½ N MAIN ST. STE. 214

CONROE, TX 77301

IN

MONTGOMERY COUNTY MUNICIPAL UTILITY DISTRICT NO. 173

MONTGOMERY COUNTY, TEXAS

SEPTEMBER 2026

SPE PROJECT NO. 7000-11

JAMES R. CARTWRIGHT

PROJECT MANAGER

SPEAR POINT ENGINEERING, LLC

TPBE FIRM REGISTRATION NO. 18904

9/15/2026

SPECIFICATION TABLE OF CONTENTS

SECTION 0: CONTRACT FORMS AND DOCUMENTS

NUMBER TITLE NO. OF PAGES

000115 LIST OF DRAWING SHEETS

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

012900 PRICE AND PAYMENT PROCEDURES

012973 SCHEDULE OF VALUES

013113 PROJECT COORDINATION

013216 CONSTRUCTION PROGRESS SCHEDULE

013226 CONSTRUCTION PROGRESS REPORTING

013229 PERIODIC WORK OBSERVATION

013233 PHOTOGRAPHIC DOCUMENTATION

013300 SUBMITTAL PROCEDURES

013323 SHOP DRAWINGS PRODUCT DATA AND SAMPLES

014219 REFERENCE STANDARDS

014516 .13 CONTRACTOR’S QUALITY CONTROL

014529 TESTING LABORATORY SERVICE

015200 TEMPORARY CONSTRUCTION FACILITIES

015513 STABILIZED CONSTRUCTION EXIT

015623 TEMPORARY BARRICADES

015713 TEMPORARY EROSION AND SEDIMENT CONTROL

015723 TEMPORARY STORM WATER POLLUTION CONTROL

015733 TPDES REQUIREMENTS

016000 BASIC PRODUCT REQUIREMENTS

016200 PRODUCT OPTION

017416 CLEANING AND WASTE MANAGEMENT

017516 STARTUP PROCEDURES

017700 CLOSEOUT PROCEDURES

017823 OPERATION AND MAINTENANCE DATA

017839 PROJECT RECORD DOCUMENTS

022113 SITE SURVEYS

SECTION 3: TECHNICAL SPECIFICATIONS

031100 CONCRETE FORMING

032000 CONCRETE REINFORCING

032100 REINFORCING STEEL

033000 CAST-IN-PLACE CONCRETE

033100 CONCRETE

033130 REPAIR OF STRUCTURAL CONCRETE

038100 CUTTING AND CONNECTION WORK

040610 MORTAR

040620 UNIT MASONRY SYSTEM

055300 METAL GRATINGS

099500 PAINTS AND COATINGS

311003 SITEWORK FOR UNDERGROUND UTILITIES

311005 SITEWORK FOR PAVED AND FOUNDATION AREAS

311010 EARTHWORK

312219 EASEMENT / LOT PREPARATION AND FINAL GRADING

312316 EXCAVATION AND FILL

312316.13 DISPOSAL AND SURPLUS EXCAVATION

313213 CEMENT STABILIZED SAND BACKFILL

315010 TRENCH SAFETY SYSTEM

315020 TRENCH DEWATERING SYSTEM

321113 SUBGRADE PREPARATION

321113.13 LIME STABILIZED SUBGRADE

321113.19 FLY ASH OR LIME FLY ASH STABILIZED SUBGRADE

321216 ASPHALTIC CONCRETE PAVEMENT

321233 FLEXIBLE BASE

321313 CONCRETE PAVEMENT

321613 CONCRETE CURBS, GUTTERS, SIDEWALKS AND DRIVEWAYS

321613.13 CONCRETE CURBS

321723.23 TRAFFIC BUTTONS AND PAVEMENT MARKERS

321723.33 THERMOPLASTIC PAVEMENT MARKINGS

329213 HYDRO MULCH SEEDING

329213.13 BROADCAST SEEDING

329223 SODDING

330113.58 DISINFECTION OF WATER LINES AND WATER PLANTS

330130.84 MANHOLE INSERTS

330516 CONSTRUCTION OF UNDERGROUND UTILITIES

330523 JACKING, BORING OR TUNNELING PIPE

330523.13 WATERLINE HORIZONTAL DIRECTIONAL DRILLING

331110 FIRE HYDRANT ASSEMBLY

331112.01 FUSIBLE POLYVINYL CHLORIDE PVC PIPE

331115 HIGH DENSITY POLYETHYLENE (HDPE) SOLID AND PROFILE WALL PIPE

331116 HIGH DENSITY POLYETHYLENE PRESSURE PIPE AND FITTINGS

331233 VALVE BOXES, METER BOXES, AND METER VAULTS

331233.25 CITY OF CONROE METER BOX-DUAL METER BOX

331250 TRACER WIRE

331694 PORTABLE EYEWASH STATIONS FOR WASTEWATER FACILITIES

333005 CAST-IN-PLACE CONCRETE MANHOLES

333100 SANITARY SEWER FACILITIES

333105 REPAIR AND REHAB OF MANHOLES

333400 SANITARY SEWER FORCE MAINS

333413 SANITARY SEWER SERVICE RECONNECTION

333605 SURFACE PREP & APPLICATION OF PROTECTIVE COATINGS WASTEWATER

333913 ADJUSTING MANHOLES AND INLETS

333923 SANITARY SEWER LINE CLEANING

334913 STORM SEWER FACILITIES

Spear Point Engineering, LLC Summary of Work

Revised 4/20/2026 011100: Page 1 of 2

011100 SUMMARY OF WORK

1.01 SCOPE

A. This section describes the project in general and provides an overview of the extent of the work to be performed by the CONTRACTOR. Detailed requirements and extent of work is stated in the applicable Specification sections and shown on the Plans. CONTRACTOR shall, except as otherwise specifically stated herein or in any applicable part of these Contract Documents, provide and pay for all labor, materials, equipment, tools, construction equipment and other facilities and services necessary for proper execution, testing, and completion of the work.

B. Any part or item of the work which is reasonably implied or normally required to make each installations satisfactorily operable shall be performed by the CONTRACTOR and the expense thereof shall be included in the applicable unit prices or lump sum prices bid for the work. It is the intent of these Specifications to provide the

OWNER with the complete operable systems, subsystems, and the other items of work. All miscellaneous appurtenances and other items of work that are incidental to meeting the intent of these Specifications shall be considered as having been included in the applicable unit prices or lump sum prices bid for the work even though these appurtenances and items may not be specifically called for in the Specifications.

1.02 DESCRIPTION OF THE PROJECT

The Work in this project includes the following:

A. Water, Sewer, Drainage and Paving Facilities as directed in the Plans and Specifications.

1.03 WORK SEQUENCE

A. The CONTRACTOR is required to determine his own method of construction and detailed work sequence so long as the restraints are observed, and the overall project completion time is achieved (identified in the Contract

Documents).

1.04 CONSTRUCTION CRITERIA

A. The CONTRACTOR shall maintain all public streets in a condition such that vehicles and pedestrian traffic may be maintained at all times. All excavated material, construction materials, construction equipment, and construction vehicles shall be placed so as not to cause traffic hazards. If CONTRACTOR�s operations cause traffic hazards, CONTRACTOR shall repair the road surface, provide temporary ways, erect wheel guards, fences, or take other measures for safety satisfactory to the ENGINEER and the OWNER.

B. The CONTRACTOR shall take all necessary precautions to prevent injury to the public in the construction area. Such precautions shall include, but not necessarily be limit to, the use of flagmen, the used of police, the erection of warning signs, and/or the used of other means required by the OWNER. The CONTRACTOR shall be fully responsible for damage and injuries whether or not precautions have been provided.

C. The CONTRACTOR shall sequence all work such that at least one lane is open to traffic in all public streets at all times.

At all times that one traffic lane bust be closed, the CONTRACTOR�s Traffic Control Plan shall include uniformed flagmen. Also, work shall be sequenced such that all lanes of traffic are open and vehicular access is provided to all businesses and residences on Saturdays, Sundays, and Holidays.

D. When detours are necessary, CONTRACTOR shall provide all necessary barriers, warning and direction signs warning lights, flagmen, police protection, and/or any other protective devices required by the OWNER. The CONTRACTOR shall request detours from, coordinate with, and secure the required permits from the OWNER.

Spear Point Engineering, LLC Summary of Work

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E. The CONTRACTOR shall be responsible for the preservation of all public and private property and shall use every precaution necessary to prevent damage thereto. If any direct or indirect damage is done to public or private property by or on any account of any act, omission, neglect, or misconduct in the execution of the Work on the part of the CONTRACTOR, such property shall be restored by the CONTRACTOR, at his expense, to a condition similar or equal to that existing before the damage was done, or he shall make good the damage in other manners acceptable to the ENGINEER.

F. During the course of the work, the CONTRACTOR shall keep the site of his operations in as clean and neat a condition as is possible. He shall dispose of all residue resulting from the construction work and, at the conclusion of the Work, he shall remove and haul away any surplus excavation, broken pavement, lumber, equipment, temporary structures, and any other refuse remaining from the construction operations, and shall leave the entire site of the Work in a neat and orderly condition.

1.05 CONTRACTOR�S RESPONSIBILITIES

A. Execute all Work. The work of this Contract is generally specified in the Construction Documents.

B. Arrange for securing any necessary permits and pay for the same.

C. Arrange for the necessary temporary water service and pay for this service and all water consumed during the construction work.

D. Provide adequate temporary sanitary facilities.

E. Provide adequate dewatering of the site as required for the work throughout the time required to complete the work as shown on the Plans and specified hereinafter.

F. Provide all other temporary facilities, services, and all items as called for in the Contract Documents.

G. CONTRACTOR shall be responsible to locate all underground utilities, pipelines, conduits, etc. for obstructions to the project as designed prior to commencing construction. CONTRACTOR shall notify engineer of said obstructions.

H. Field verifications and modifications to design locations shall be considered incidental to project and included in the unit price bid found in these Construction Documents.

END OF SECTION

Spear Point Engineering, LLC Executive Summary

Revised 4/20/2026 011110: Page 1 of 1

011110 EXECUTIVE SUMMARY

C.O. No. Project. No.: 7001-14

1.01 CONTRACT PRICE SUMMARY DOLLAR AMOUNT PERCENT

A. Original Contract Price

B. Previous Change Orders

C. This Change Order

D. Contract Price

Date of Commencement of the Work:

1.02 CONTRACT TIME SUMMARY DURRATION COMPLETION DATE

A. Original Contract Time Days

B. Previous Change Orders Days

C. This Change Order Days

D. Contract Time Days

1.03 TOTAL VALUE OF INCREASES OUTSIDE OF GENERAL SCOPE OF WORK

A. Including this Change Order, the following table is provided to track conditions related to Document 007200 -

General Conditions.

CHANGE ORDER No. AMOUNT ADDED PERCENT OF ORIGINAL CONTRACT PRICE

[1] [$0.00] [0%]

TOTALS

END OF SUMMARY

7000-11

Spear Point Engineering, LLC Work Covered by Contract Documents

Revised 4/20/2026 011113: Page 1 of 4

011113 WORK COVERED BY CONTRACT DOCUMENTS

PART 1 GENERAL

1.01 SCOPE

Location and Description of Work:

A. The site is located in County of Liberty.

B. The summary of the Work as described in this Section is an overall summary of responsibilities of the CONTRACTOR and his relation to the OWNER. It does not supersede specific requirements of other Contract Documents.

C. The Work generally consists of the following:

Water, Sewer, Drainage and Paving to serve a residential subdivision.

1.02 MEASUREMENT AND PAYMENT (NOT USED)

1.03 REFERENCES (NOT USED)

1.04 RELATED SECTIONS

SECTION 007200 - General Conditions of the Contract

SECTION 007200.10 - Attachment A to the General Conditions of the Contract

SECTION 007200.20 - Attachment B to the General Conditions of the Contract

SECTION 007300 - Special Conditions of the Contract Part A

SECTION 007301 - Special Conditions of the Contract Part B

SECTION 013226 - Construction Progress Reporting

SECTION 013300 - Submittal Procedures

SECTION 013323 - Shop Drawings, Product Data, and Samples

1.05 SUBMITTALS (NOT USED)

1.06 OWNER

Ellison Development, LLC

2111 N. Frazier St.

Conroe, TX 77301

1.07 ENGINEER

Spear Point Engineering, LLC

902 Martin Luther King Blvd., Ste. 100

Willis, TX 77378

936-256-2626

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION

3.01 CONTRACTS

A. The Work shall be constructed under one prime contract.

GRANGERLAND MEADOWS, LP

336 ½ N MAIN ST. STE. 214

CONROE, TX 77301

SPE

Architect Montgomery

Spear Point Engineering, LLC Work Covered by Contract Documents

Revised 4/20/2026 011113: Page 2 of 4

B. The OWNER reserves the right to let other contracts in connection with OWNER projects. If more than one

CONTRACTOR is to work on site, the work for each CONTRACTOR shall be coordinated with the work for other

CONTRACTORS on the site; the OWNER�s Representative shall be the final authority of all matters of coordination.

Each CONTRACTOR shall afford other CONTRACTORS reasonable opportunity for introduction and storage of their materials and execution of their work, and shall properly connect and coordinate his work with theirs provided that, in the cases where the CONTRACTOR can show that a restraint which could not reasonably be anticipated occurred in his work from other work on the site, the CONTRACTOR is not prevented from seeking additional compensation if it is appropriate under the law.

3.02 WORK BY OTHERS

A. Work by OWNER: N/A

B. Prior Contracts: N/A

3.03 SEQUENCE AND PROGRESS OF WORK

A. Before starting construction, the CONTRACTOR shall fully comply with submittal requirements for Schedule of

Values, CONTRACTOR�s Quality Control System and Shop Drawing Submittal List as outlined in SECTION 013300 -

Submittal Procedures and SECTION 013323 - Shop Drawings, Product Data, and Samples. After acceptance by the

OWNER�s Representative of these submittals, the CONTRACTOR shall proceed with the Work according to the accepted Construction Schedule.

B. The OWNER�s Representative may authorize the CONTRACTOR to proceed with certain elements of work prior to full acceptance of submittal requirements. Prior to full acceptance of submittal requirements, payment for work will be made for only authorized elements of the Work.

C. Should alternative sequencing be desired to that specified in this Section, the CONTRACTOR shall forward for review and approval his fully documented request which explains the benefits of his proposed sequencing with his

Construction Schedules. The CONTRACTOR shall resubmit the Construction Schedules to follow the specified sequencing if his documentation fails to satisfy the intent of specified sequencing as determined by the ENGINEER and the OWNER.

D. The general sequence of the Work shall be as discussed in the plans and as submitted in the approved construction schedule.

3.04 CONTRACTOR�S USE OF PREMISES

A. The CONTRACTOR shall submit a layout of the existing site and facilities indicating what area he proposes to use for construction operation. CONTRACTOR operations shall in no way interfere with normal operation of the existing facilities.

B. The CONTRACTOR shall be solely responsible for obtaining and shall pay all costs in connection with any additional work area, storage sites, access to the site, or temporary right-of-way which may be required for proper completion of the Work.

C. The responsibility for protection and safekeeping of equipment and materials on or near the site will be entirely that of the CONTRACTOR. No claim shall be made against the OWNER by reason of any act of any employee or trespasser.

It shall be understood that should any occasion arise necessitating use by the OWNER of sites occupied by stored materials and equipment, the CONTRACTOR shall immediately move same. No materials or equipment may be placed upon property of the OWNER without prior approval of the OWNER.

D. For access to and fulfillment of the CONTRACT, the project site shall be comprised of property, right-of-way or easements provided by the OWNER as indicated. The CONTRACTOR, in the prosecution of the work, shall not

Spear Point Engineering, LLC Work Covered by Contract Documents

Revised 4/20/2026 011113: Page 3 of 4 trespass or allow any of his employees to trespass upon the abutting lands or other lands in the vicinity. The

CONTRACTOR may, at his own cost, make suitable arrangements for any temporary usage of his private lands, but he and his surety on his bond shall protect, indemnify, and hold harmless the OWNER, ENGINEER, and its officers and employees against any claim arising from temporary usage of private lands.

E. The CONTRACTOR shall provide a self-contained temporary portable toilet. Locate portable toilet in a safe location out of public view. Maintain portable toilets in a clean and sanitary condition. All costs of temporary sanitation facilities to be paid for by the CONTRACTOR.

F. Areas used for parking of vehicles and equipment shall be provided and maintained at the CONTRACTOR�s expense.

G. The CONTRACTOR shall furnish all barricades, warnings, and control of access to the project site during construction as necessary for safety and protection of life and property.

H. Prior to final inspection, the CONTRACTOR shall remove all temporary facilities from the construction site and restore the area to a clean condition.

3.05 COORDINATION

A. As more fully set forth in SECTION 007200 - General Conditions of the Agreement, and SECTION 007300 -

Supplementary Conditions, the CONTRACTOR shall be solely responsible for coordination of the Work. He shall supervise, direct, and cooperate fully with Subcontractors, manufacturers, fabricators, suppliers, distributors, installers, testing agencies, and others whose services, materials, or equipment are required to ensure completion of the Work within the Contract Time.

B. As more fully set forth in SECTION 007200 - General Conditions, and SECTION 007300 - Supplementary Conditions of the Agreement, the CONTRACTOR shall cooperate with and coordinate his Work with the work of any other

CONTRACTOR, utility service company or OWNER�s employees performing additional work related to the Project.

C. The CONTRACTOR shall not be responsible for damage done by CONTRACTORS not under his jurisdiction. He will not be liable for any such loss or damage unless it is through negligence of the CONTRACTOR.

D. The CONTRACTOR shall also coordinate his Work with the work of others to assure compliance with schedules.

E. The CONTRACTOR shall attend and participate in project coordination or progress meetings and report on progress of the Work and compliance with schedules.

3.06 CONTRACTOR ORGANIZATION

A. The CONTRACTOR shall have on the site all personnel required to prosecute the Work in an orderly and timely manner. As a minimum, the CONTRACTOR shall designate two persons to perform the following functions:

1. Project Manager: This person shall be responsible for all phases of the Work and shall have authority to make all decisions required to complete the Work in a timely manner. An individual on site shall be designated to act on behalf of the Project Manager in his absence. Unless designated otherwise, the Project Manager will also handle the following duties:

a. Purchasing Agent: This person shall be responsible for purchasing all materials and equipment which will be incorporated into the Project.

b. Scheduler: This person shall be responsible for preparing, revising, and updating the CPM.

c. Quality Control Manager: This person shall be responsible for overall quality of the finished project.

2. Project Superintendent: This person shall be responsible for all construction personnel and subcontractor work.

Spear Point Engineering, LLC Work Covered by Contract Documents

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B. The Project Superintendent will report directly to the Project Manager.

C. Titles used above are for indicating authority and responsibility. Actual titles may vary, but OWNER�s Representative must be notified by CONTRACTOR of which individual will fit each job function.

D. The CONTRACTOR shall maintain sufficient competent personnel, drafting equipment, and supplies at the site for the purpose of preparing layout and coordination drawings. These drawings shall supplement the Contract

Documents and Shop Drawings as necessary to correlate the work of various trades. Where such drawings are prepared by the mechanical, electrical, plumbing, or heating and ventilating Subcontractors, the CONTRACTOR will ensure that each Subcontractor maintains the required personnel and facilities on the Site.

3.07 PROJECT DATUM ELEVATIONS AND HORIZONTAL CONTROL LINES

A. The CONTRACTOR shall furnish and maintain coordinates and lines and grades and stake out work at the site based upon the coordinate system shown on the Drawings and the benchmark established by the ENGINEER.

B. The coordinate system provided by the ENGINEER consists of north-south and east-west coordinates shown on the

Drawings. Prior to staking out the work, the CONTRACTOR shall satisfy himself in regard to the relationship between the coordinates established Work to be performed under the Contract.

C. The benchmark to control the elevation of construction is shown on the Drawings. All elevations on the Drawings are given in reference to this benchmark or relative set-point elevation as noted. As the Accuracy of elevations and dimensions of existing equipment and structures cannot be guaranteed, the CONTRACTOR shall verify prior to use in the field any elevations and dimension indicated on DRAWINGS.

Spear Point Engineering, LLC Price and Payment Procedures

Revised 4/20/2026 012900: Page 1 of 2

012900 PRICE AND PAYMENT PROCEDURES

1.01 SCOPE

Procedures for measurement and payment plus conditions for nonconformance assessment and nonpayment for rejected products.

1.02 AUTHORITY

A. Measurement methods delineated in Specification sections are intended to complement the criteria of this section.

In the event conflict, the requirements of the Specification section shall govern.

B. ENGINEER will take all measurements and compute quantities accordingly.

C. Contractor shall assist by providing necessary equipment, workers, and survey personnel as required by the

ENGINEER.

1.03 UNIT QUANTITIES SPECIFIED

A. Quantity and measurement estimates stated in the Agreement are for contract purposes only. Quantities and measurements supplied or placed in the Work and verified by the ENGINEER shall determine payment as stated in

General Conditions.

B. If the actual Work requires greater or lesser quantities that those quantities indicated in the Bid Form, provide the required quantities at the unit prices contracted, except as otherwise stated in General Conditions.

1.04 MEASUREMENT OF QUANTITIES

A. Measurement by Weight: not used.

B. Measurement by Volume:

1. Stockpiles: Measured by cubic dimension using mean length, width, and height, or thickness.

2. Excavation and Embankment Materials: Measured by Cubic dimension using the average end area method.

C. Measurement by Area: Measured by square dimension using mean length and width or radius.

D. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord.

E. Stipulated Price Measurement: By unit designated in the agreement.

F. Other: Items measured by weight, volume, area, or lineal means or combination, as appropriate, as a completed item or unit of the Work.

1.05 PAYMENT

A. Remove and replace the Work, or portions for the Work, not conforming to the Contract Documents.

B. Total compensation for required Unit Price Work shall be included in Unit Price bid in the Bid Form. Claims for payment as Unit Price Work, but not specifically covered in the list of unit prices contained in the Bid Form, will not be accepted.

Spear Point Engineering, LLC Price and Payment Procedures

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C. Interim payments for stored material will be made only for materials to be incorporated under items covered in unit prices, unless disallowed in Supplementary Conditions.

D. Progress payments will be based on the ENGINEER�s observations and evaluations of quantities incorporated in the

Work multiplied by the unit price.

E. Final payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities determined by the ENGINEER multiplied by the unit price for Work which is incorporated in or made necessary by the Work.

1.06 NONCONFORMANCE ASSESSMENT

A. Remove and replace the Work, or portions of the Work, not conforming to the Contract Documents.

B. If, in the opinion of the ENGINEER, it is not practical to remove and replace the work, the ENGINEER will direct one of the following remedies:

1. The nonconforming Work will remain as is, but the unit price will be adjusted to a lower price at the discretion of the ENGINEER.

2. The nonconforming Work will be modified as authorized by the ENGINEER, and the unit price will be adjusted to a lower price at the discretion of the ENGINEER, if the modified Work is deemed to be less suitable than originally specified.

C. Specification sections may modify the above remedies or may identify a specific formula or percentage price reduction.

D. The authority of the ENGINEER to assess the nonconforming Work and identify payment adjustment is final.

1.07 NONPAYMENT FOR REJECTED PRODUCTS

Payment will not be made for any of the following:

A. Products wasted or disposed of in a manner that is not acceptable to the ENGINEER.

B. Products determined as nonconforming before or after placement.

C. Products not completely unloaded from transporting vehicle.

D. Products placed beyond the lines and levels of the required Work.

E. Products remaining on hand after completion of the Work, unless specified otherwise.

F. Loading, hauling, and disposing of rejected products.

Spear Point Engineering, LLC Schedule of Values

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012973 SCHEDULE OF VALUES

1.01 SECTION INCLUDES

A. Preparation and submittal of a Schedule of Values for a stipulated price contracts or for major lump sum items on unit price contracts for which the CONTRACTOR requests progress payments.

B. Measurement and Payment: No separate payment will be made for work required under this Section. CONTRACTOR will include all costs of the requirements of this Section in the appropriate bid item(s) on the Bid Form.

1.02 DEFINITION

The Schedule of Values in an itemized list that establishes the value of each part of the Work for a stipulated price contract and for major lump sum items in a unit price contact. The Schedule of Values is used as the basis for preparing applications for payments.

1.03 PREPARATION

A. For stipulated price contracts, subdivide the Schedule of the Values into logical portions of the Work, such as major

Work items or Work in contiguous geographic areas. Use SECTION 013216 Construction Progress Schedule to guide the subdivision of Work items. The items in the Schedule of Values will corelate directly with the tasks enumerated in the Construction Progress Schedule. Then organize each portion using the Table of Contents of this Project Manual as an outline for listing the value of Work by Sections. A pro rata share of mobilizations, bonds, and insurance may be listed as separate items for each portion to work.

B. For unit price contracts, items should include a proportional shar of CONTRACTOR�s overhead and profit so that the total of all items will equal the Contract Price.

C. For lump sum equipment items where submittal of operation/maintenance data and testing are required, include a separate item for equipment operation and maintenance data submittal valued at five percent (5%) of the lump sum amount for each equipment item and a separate item for testing and adjusting valued at five percent (5%) f the lump sum amount for each equipment item.

D. Round off figures for each listed item to the nearest one hundred dollars ($100.00) except for the value of one item, if necessary, to make the total of all items in the Schedule of Values equal the Contract Price for stipulated price contracts or the lump sum amount in the Schedule of Unit Price Work.

E. Type the schedule of values on 8 1/2� by 11� white bond paper.

1.04 SUBMITTAL

A. Submit the Schedule of Values in accordance with the requirements of Section 013300 Submittal Procedures. Submit at the pre-construction conference.

B. Revise the Schedule of Values and resubmit for items affected by contract modifications, change orders, and work change directives. After the ENGINEER reviews the changes without exception, make the submittal at least ten (10) days prior to submitting the next application for progress payment.

Spear Point Engineering, LLC Project Coordination

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013113 PROJECT COORDINATION

PART 1 GENERAL

1.01 SCOPE

General coordination of new Work or rehabilitation at an existing facility.

1.02 MEASUREMENT AND PAYMENT (NOT USED)

1.03 REFERENCES (NOT USED)

1.04 RELATED SECTIONS (NOT USED)

1.05 SUBMITTALS

A. Submit detailed schedule of proposed connections, including shutdowns and tie-ins.

B. Submittals shall include the proposed time and date as well as the anticipated duration.

C. Submit the detailed schedule as noted in above with the construction schedule. Submit specific time and date information to ENGINEER forty-eight (48) hours in advance of proposed Work.

1.06 CONTACT INFORMATION

A. OWNER:

Ellison Development, LLC

2111 N Frazier St.

Conroe, Texas 77301

B. OPERATOR:

Spear Point Engineering, LLC

902 Martin Luther King Blvd., Ste. 100

Willis, TX 77378

936-256-2626

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 GENERAL

A. Keep existing facilities in operation continuously during the construction period.

B. Allow full and safe access for operators to all operating and maintenance areas. Full access shall include that required for personnel, equipment, and vehicles to perform maintenance, operations, and gather samples.

C. CONTRACTOR shall perform all construction activities so as to avoid interference with operations of the facility.

CONTRACTOR shall also avoid interference with private and public acers as much as possible.

GRANGERLAND MEADOWS, LP

336 ½ N MAIN ST. STE. 214

CONROE, TX 77301

Spear Point Engineering, LLC Project Coordination

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D. In the event of any emergency and in order to protect public health, it may be necessary to cease construction operations.

E. CONTRACTOR shall carefully coordinate all Work and schedules and shall provide OWNER written notice at least forty-eight (48) hours before shutdowns or by-passes are required.

F. No valve, gate, nor other item of equipment shall be operated without OWNER�s or the Operator�s prior knowledge.

3.02 EXISTING FACILITIES

A. Maintain full access for Operators.

B. Keep area clean and control dust and mud.

C. Keep all heavy equipment and truck traffic in area to a minimum.

3.03 NEW FACILITIES

A. Provide full access for personnel.

B. Install temporary walks and roadways to facilities if permanent access means is not completed.

3.04 ELECTRICAL

A. Coordinate with OWNER, Power Company, and/or Natural Gas Company to maintain continuity of operation and service.

3.05 INSTRUMENTATION AND CONTROL WORK

A. Coordinate with OWNER to maintain continuity and transition of the plant operation from existing facilities to the new facilities.

Spear Point Engineering, LLC Construction Progress Schedule

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013216 CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.01 SCOPE

This section governs furnishing a construction schedule as required by the Specifications.

1.02 RELATED SECTIONS

SECTION 007200 - General Conditions of the Contract

SECTION 007200.10 - Attachment A to the General Conditions of the Contract

SECTION 007200.20 - Attachment B to the General Conditions of the Contract

SECTION 007300 - Special Conditions of the Contract Part A

SECTION 007301 - Special Conditions of the Contract Part B

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 RESPONSIBILITY OF THE CONTRACTOR

A. In accordance with SECTION 007200 - General Conditions of the Contract, SECTION 007200.10 Attachment A to the

General Conditions of the Contract, SECTION 007200.20 Attachment B to the General Conditions of the Contract, SECTION 007300 Special Conditions of the Contract Part A, and SECTION 007301 Special Conditions of the Contract

Part B the CONTRACTOR shall submit a sequence of construction to the ENGINEER for approval prior to the issuance of the Notice to Proceed. The subsequent construction schedule shall be based on the same sequence.

B. CONTRACTOR shall complete all contractual items within allotted contractual time to the satisfaction of the

ENGINEER.

C. The construction schedule shall be reviewed periodically and revised to reflect actual work performance. The schedule will be of the bar graph type detailing major items of work to be performed.

PART 4 MEASUREMENT AND PAYMENT

There shall be no separate payment for this item. Bid prices shall include all costs related to sequence of construction and schedules and furnishing materials, equipment, and labor as necessary to fully complete the project.

Spear Point Engineering, LLC Construction Progress Reporting

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013226 CONSTRUCTION PROGRESS REPORTING

PART 1 GENERAL

1.01 SCOPE

This section governs furnishing, preparing, and maintaining project record documents at the job site.

1.02 DOCUMENTS REQUIRED

The CONTRACTOR shall maintain one copy of the following documents ready for access during the entire construction period:

A. Drawings (as-bid)

B. Specifications

C. Addenda

D. Change Orders

E. Field Orders

F. Record Drawings (as-built)

G. Records of Laboratory Testing and Field Testing

H. Inventory of Equipment and Material Delivered to the Job Site.

I. Correspondence with the ENGINEER.

J. Manufacturer�s Submittals for Operation and Maintenance Manuals.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 STORAGE OF DOCUMENTS

A. The CONTRACTOR shall provide a filing cabinet and plan racks as necessary to maintain project record documents in an orderly manner.

B. Maintain documents in a clean, dry, and legible condition.

3.02 RECORD DRAWINGS

A. The CONTRACTOR shall carefully mark one set of Drawings with a red pencil to reflect the Work as constructed, including the following:

1. Actual size, depth, and location of all underground piping, fittings, valves, cleanouts, and thrust blocks.

2. Actual elevations and horizontal control for structures and appurtenances referenced to the benchmark and base line provided by the ENGINEER.

Spear Point Engineering, LLC Construction Progress Reporting

Revised 4/20/2026 013226: Page 2 of 2

3. Field changes shall be accurately detailed on Record Drawings.

4. Changes made by change order shall be accurately described and dimensioned on the record drawings.

B. Record Drawings shall be kept current.

C. Underground lines and permanent structures shall not be covered or concealed until the required information has been properly recorded.

3.03 ACCEPTANCE OF IMPROVEMENTS (PAVING CONTRACTS)

The CONTRACTOR shall carefully mark one (1) set of drawings with a red pencil to reflect the Work as constructed, including the following:

A. Crown and gutter line elevations of the roadway.

B. Flowline elevations of all inlets and storm sewers.

C. Top elevations of all manholes.

3.04 MANUFACTURER�S DATA

The CONTRACTOR shall carefully vet the product data, certified test data, shop drawings, and the descriptive literature as submitted by manufacturers and vendors.

Spear Point Engineering, LLC Periodic Work Observation

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013229 PERIODIC WORK OBSERVATION

PART 1 GENERAL

1.01 SCOPE

Field Project Representative is ENGINEER�s agent and will act as directed by and under the supervision of ENGINEER. He will confer with ENGINEER regarding his actions. His dealings in matters pertaining to the on-site Work shall in general be only with ENGINEER and CONTRACTOR. His dealings with Subcontractors shall only be through or with the full knowledge of

CONTRACTOR or his superintendent. He will generally communicate with OWNER only through or as directed by ENGINEER.

1.02 MEASUREMENT AND PAYMENT (NOT USED)

1.03 RELATED SECTIONS

SECTION 006313 - Request for Information

SECTION 013300 - Submittal Procedures

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 DUTIES AND RESPONSIBILITIES OF FIELD PROJECT REPRESENTATIVE

A. Schedules: Review the progress schedule, schedule of Submittals and Shop Drawing submissions and schedule of values prepared by CONTRACTOR and consult with ENGINEER concerning their acceptability.

B. Conferences: Attend pre-construction conference and other meetings. Arrange a schedule of progress meetings and other job conferences as required in consultation with ENGINEER and notify those expected to attend in advance.

Attend meetings and maintain and circulate copies of minutes thereof.

C. Liaison:

1. Serve as ENGINEER�s liaison with CONTRACTOR working principally through CONTRACTOR�s superintendent and assist him in understanding the intent of the Contract Documents. Assist ENGINEER in serving as OWNER�s liaison with CONTRACTOR when CONTRACTOR�s operations affect OWNER�s on-site operations.

2. As requested by ENGINEER, assist in obtaining from OWNER additional details or information, when required, at the Site for proper execution of the Work.

3. Alert CONTRACTOR directly through his superintendent, to the hazard involved in accepting or acting upon instructions from OWNER or others, except instructions transmitted through ENGINEER or himself. All contract directives or changes to sealed Drawings MUST BE in writing or be accompanied by revisions to the Drawings IN

ADVANCE of Work being implemented. All changes should be put in writing for the record. Any party can create a Request for Information for a formal response to field issues.

D. Submittals, Shop Drawings, and Samples:

1. Receive and record date of receipt of Submittals, Shop Drawings, and samples that have been approved by

ENGINEER.

2. Advise ENGINEER and CONTRACTOR, immediately of the commencement of any Work requiring a Shop Drawing or sample submission that has not been approved by ENGINEER.

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E. Review of Work, Rejection of Defective Work, Observations, and Tests:

1. Conduct on-site observations of the Work in progress to assist ENGINEER in determining that the Project is proceeding in accordance with the Contract Documents and that completed Work will conform to the requirements of the Contract Documents.

2. Report to ENGINEER whenever he believes that any Work is unsatisfactory, faulty, or defective, or does not meet the requirements of any observations, tests, or approval required to be made. Advise ENGINEER when

Work should be corrected, rejected, uncovered for observation, or requires special testing or observation.

3. Verify that tests, equipment, system start-ups, and operating and maintenance instructions are conducted as required by the Contract Documents and in presence of the required personnel, and that CONTRACTOR maintains adequate records thereof; observe, record, and report to ENGINEER appropriate details relative to the test procedures and start-ups.

4. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project. Record the outcome of these observations and report to ENGINEER.

F. Interpretation of Contract Documents:

1. Transmit to CONTRACTOR the ENGINEER�s clarifications and interpretations of the Contract Documents.

2. Consider and evaluate CONTRACTOR�s suggestions for modifications in Drawings or Specifications and report them with recommendations to ENGINEER.

3. All questions and interpretations will be confirmed by a Request for Information.

G. Records:

1. Maintain orderly files for correspondence, reports of job conference, Shop Drawings, and sample submissions, reproductions of original Contract Documents, including all Addenda, Change Orders, Field Orders, additional contract, ENGINEER�s clarifications, and interpretations of the Contract Documents, progress reports, and other

Project related documents.

2. Keep a diary or logbook, recording specific dates, times, and hours on the Site, weather conditions, number

CONTRACTOR and sub-contractor personnel and specific Site activity observed, data relative to questions of extras or deductions, list of visiting officials, daily activities, decisions, observations in general and specific details when observing test procedures. Make Daily Report logs available to ENGINEER on request.

H. Reports:

1. Furnish ENGINEER periodic reports as required of progress of the Work and CONTRACTOR�s compliance with the approved progress schedule of Shop Drawing submissions.

2. Consult with ENGINEER in advance of scheduled major tests, observations or start of important phase of the

Work.

I. Payment Requisitions: Review applications for payment with CONTRACTOR for compliance with the established procedure for their submission and forward them with recommendations to ENGINEER, noting particularly their relation to the schedule of values, work complete, and materials and equipment delivered at the Site.

J. Guarantees, Certificates, Maintenance, and Operation Manuals: Verify that guarantees, Certificates, maintenance and operation manuals, and other data required to be assembled and furnished by CONTRACTOR are applicable to the items actually installed. Deliver this material to ENGINEER for his review and approval. ENGINEER will forward to OWNER during final acceptance of the Project.

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K. Completion:

1. Before ENGINEER issues a Certificate of Substantial Completion, perform a Substantial Completion Inspection with CONTRACTOR, OWNER, and ENGINEER present. Prepare a Punch List of items for correction and submit to

CONTRACTOR.

2. Verify that all items on punch list have been corrected and make recommendations to ENGINEER concerning acceptance.

3. Contract Warranty period begins on successful completion of Substantial Completion Inspection, with a minor list of Punch List items.

3.02 LIMITATIONS OF AUTHORITY

Except upon written instructions of ENGINEER, Field Project Representative:

A. Shall not authorize any deviation from the Contract Documents or approve any substitute materials or equipment.

B. Shall not undertake any of the responsibilities of CONTRACTOR, Subcontractors, or CONTRACTOR�s superintendent.

C. Shall no expedite Work by CONTRACTOR.

D. Shall not advise on or issue directions relative to any aspect of the means, methods, techniques, sequences, or procedures of construction unless such is specifically called for in the Contract Documents.

E. Shall not advise on or issue directions as to safety precautions and programs in connection with the Work. However, the Field Project Representative has the authority to notify superintendent if he feels there is an imminent risk of danger or loss of life. They shall contact ENGINEER and OWNER immediately for direction on how to proceed.

CONTRACTOR shall submit an approved work plan to remedy the situation before proceeding.

Spear Point Engineering, LLC Photographic Documentation

Revised 4/20/2026 013233: Page 1 of 3

013233 PHOTOGRAPHIC DOCUMENTATION

PART 1 GENERAL

1.01 SCOPE

Photographic requirements for construction photographs and submittals.

1.02 MEASUREMENT AND PAYMENT

A. Construction photographs will be measured by the lump sum for either �Pre-Construction Photographs� or �Finished

Photographs� if required, or as specifically shown in the bid proposal for scope of work.

B. Payment includes full compensation for all required supervision, labor, products, tools, equipment, software, media, submittals, and incidentals required by this Section.

1.03 RELATED SECTIONS

SECTION 013300 - Submittal Procedures

1.04 SUBMITTALS

A. Format and Media:

1. Film or digital photography may be used. Submit color photographs, unless otherwise specified.

2. Prints: Submit each Pre-Construction or Progress Photograph print in a three-hole plastic pocket or sleeve, bound in a three-ring notebook. Produce prints on photographic-quality paper approved by ENGINEER.

Minimum size for Pre-Construction Photograph prints shall be three inches (3�) by five inches (5�).

3. Digital Photography: Use 5.0-megapixel density or greater for photographs. Scanned photographs must equal or exceed 600 dots per inch when scanned from eight-inch (8�) by ten-inch (10�) prints. Submit digital photographic files on flash drives in JPG format.

B. Submittal Quantities and Frequencies:

1. Pre-Construction Photographs: Submit one set of Pre-Construction Photographs prior to start of construction operations.

2. Finished Photographs: Submit one set of Finished Photographs, if required, after Date of Substantial Completion and prior to final payment. Each set shall contain one eight-inch (8�) by ten-inch (10�) color photographic print from each of the two vantage points pre-approved by the OWNER. Vantage points for Finished Photographs will be approved separately from vantage points approved for Progress Photographs.

C. Labeling: Place a label on the back of each photographic print, applied so as not to show through on the front. Labels shall contain the following information:

1. Name of Project, address or Project, and Contract Number

2. Name and Address of CONTRACTOR

3. Date photograph was taken

Revised 4/20/2026 013233: Page 2 of 3

4. Location photo was taken from and short description of photo subject

5. Name and address of professional photographer who took the photo, if applicable

1.05 QUALITY ASSURANCE

CONTRACTOR shall be responsible for the quality, timely execution, and submittal of photographs.

1.06 DEFINITIONS

A. Pre-Construction Photographs: Photographs taken, in sufficient numbers and detail, prior to Date of Commencement of the Work, to show original construction site conditions.

B. Progress photographs shall be required for all projects that require pre0construction and finished project photos.

Progress photos are required monthly at the same time as the pay estimate to document site conditions at the time of the progress payment.

C. Finished Photographs: Photos taken near Date of Substantial Completion and before OWNER�s acceptance of the

Work. Photos will be suitable for framing and for use in brochures or on the Internet.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 PRE-CONSTRUCTION PHOTOGRAPHS

A. Prior to commencement of construction operations, photograph the site to include initial construction corridor, detour routes, and staging or storage areas. Focus on items that will be modified by the construction or could be damaged during construction activities (i.e. road surface, drainage culverts, curbs, driveways, signage, building walls). Document damage noted prior to start of construction activity.

B. For pipeline or road projects with scheduled construction segments, take Preconstruction Photographs prior to commencement of work on each segment.

C. Prepare Photographs as follows:

1. Show the following information on a non-reflective board placed within the picture frame:

a. Project name

b. Project number

c. Date and time photos were taken (automatic date/time stamp is acceptable)

d. Baseline station, direction of view (i.e. N, S, NW, etc.) and house number or street address and street name

2. Photographs shall indicate conditions of the following:

a. Esplanades and boulevards

b. Yards (near side and far side of street)

c. House walks and sidewalks

d. Curbs

e. Areas between walks and curbs

f. Particular features (e.g. yard lights, shrubs, fences, trees)

3. Show date and time photographs were taken (automatic date/time stamp is acceptable)

D. Show the location of vantage points and direction of shots on a key plan of the site.

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3.02 PROGRESS PHOTOGRAPHS

Progress Photographs shall depict specific angles or locations of progress over the previous month and shall be submitted in sufficient number to document the entire Project, similar to the Pre-Construction Photos.

3.03 PHOTOGRAPH STAGING

Finished Photographs shall be �staged� to depict the most flattering images of a finished facility. Two vantage points, from which Finished Photographs will be taken, shall be agreed to in advance by the OWNER. Photographer shall consider lighting, time of day, height of eye, landscaping, placement of vehicles, people, and other props in each picture. Filters and post-photography processing may be utilized to achieve a finished product acceptable to the OWNER.

3.04 LOCATION

Vantage points, times, and conditions for camera stations and photography for Progress and Finished Photographs shall be mutually agreed upon by the OWNER, CONTRACTOR, and Photographer. Progress Photograph vantage points may be changed by mutual agreement as the Work progresses, at no additional cost to the OWNER.

Spear Point Engineering, LLC Submittal Procedures

Revised 4/20/2026 013300: Page 1 of 2

013300 SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 SCOPE

This section governs submittals by the CONTRACTOR during the construction period as necessary to prevent delay in execution of the Work and to facilitate prompt payment by the OWNER.

1.02 RELATED SECTIONS

SECTION 007200 - General Conditions of the Contract

SECTION 007200.10 - Attachment A to the General Conditions of the Contract

SECTION 007200.20 - Attachment B to the General Conditions of the Contract

SECTION 007300 - Special Conditions of the Contract Part A

SECTION 007301 - Special Conditions of the Contract Part B

SECTION 013216 - Construction Progress Schedule

SECITON 013226 - Construction Progress Reporting

SECTION 013323 - Shop Drawings, Product Data, and Samples

PART 2 PRODUCTS (not used)

PART 3 EXECUTION

3.01 DOCUMENTS TO BE SUBMITTED WITH THE AGREEMENT

A. Payment and Performance Bonds

B. Labor and Material Payment Bond

C. Certificate of Insurance

D. List of Subcontractors

E. Material and Equipment List

F. Construction Schedule � To be submitted prior to first Application for Payment in accordance with the General

Conditions of the Contract.

G. Exhibits

3.02 DOCUMENTS TO BE SUBMITTED DURING THE WORK

A. Monthly Application for Payment submit to the ENGINEER for approval.

B. Request for Change Order: A request for Change Order may be submitted as the need arises and in accordance with the General Conditions and Supplementary Conditions.

1. The request for Change Order must be submitted in writing and in sufficient…