9-03 - Specifications.pdf

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Attached to
Northeast Intermediate Lift Station
Solicitation number
RFP 25-19043-TF
Issued by
Henderson County, Texas

About this file

This document is a comprehensive technical specification for the City of Lubbock, Texas's Northeast Intermediate Lift Station project, prepared by Enprotec | Hibbs & Todd, a professional engineering firm. The project involves the construction of a new sewage lift station, which includes installing three submersible pumps, a wetwell, control panel, electrical systems, force main, gravity sewer main, and associated infrastructure. The specifications are dated June 2025 and outline detailed technical requirements for the entire project, covering everything from site clearing and earthwork to electrical systems, concrete work, and specific equipment like pumps and control systems. The project involves installing approximately 3,667 linear feet of 8-inch force main, 42 linear feet of 24-inch gravity sewer main, and a complete lift station with associated components.

The project's technical specifications are extremely detailed, covering multiple divisions including site work, concrete, electrical, and mechanical systems. The lift station will be designed to handle wastewater flows, with peak dry weather flow estimated at 0.941 MGD and potential wet weather flow reaching up to 1.888 MGD during significant rainfall events. The control panel will feature a primary level transducer control system, variable frequency drives for each pump, and comprehensive monitoring and alarm capabilities. The project will require precise engineering, strict adherence to local and national electrical and construction standards, and integration of sophisticated control and communication systems. The specifications indicate a thorough approach to infrastructure development, with explicit requirements for materials, installation methods, testing, and documentation.

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CITY OF LUBBOCK

TEXAS

BID DOCUMENT

TECHNICAL SPECIFICATIONS

FOR

NORTHEAST INTERMEDIATE LIFT STATION

JUNE 2025

Enprotec | Hibbs & Todd • 402 Cedar Street • Abilene, Texas 79601 • T (325) 698-5560 • F (325) 690-3240 • www.e-ht.com Abilene l Lubbock l Granbury • PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

TEXAS

BID PROPOSAL

TECHNICAL SPECIFICATIONS

FOR

NORTHEAST INTERMEDIATE LIFT STATION

JUNE 2025

Divisions 1, 2, 3, 9, 11, 15 Division 16

Sage Diller, P.E. #96645 Donald S. Mattern, P.E. #106161 Project Engineer Electrical Engineer

Enprotec | Hibbs & Todd • 402 Cedar Street • Abilene, Texas 79601 • T (325) 698-5560 • F (325) 690-3240 • www.e-ht.com Abilene l Lubbock l Granbury • PE Firm Registration No. 1151 • PG Firm Registration No. 50103 • RPLS Firm Registration No. 10011900

6/24/2025 6/24/2025

PROJECT MANUAL INDEX

TECHNICAL SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

01010 Summary of Work 01019 Contract Considerations 01039 Coordination and Meetings 01090 Standard References 01300 Submittals 01400 Quality Control 01500 Construction Facilities and Temporary Controls 01600 Material and Equipment 01650 Starting of Systems 01700 Contract Closeout

DIVISION 2 – SITE WORK

02110 Site Clearing and Grubbing 02210 Grading and Earthwork 02220 Trench and Excavation Safety Systems 02224 Excavation Backfilling, and Compacting for Structures 02225 Excavation Backfilling, and Compacting for Utilities 02280 Traffic Control 02448 Horizontal Directional Drilling 02520 Concrete Pavement, Curb and Gutter and Approaches 02607 Sanitary Sewer Fiberglass Manholes and Covers 02611 Manhole Grade Adjustments 02831 Chain Link Fences and Gates 02960 Temporary Bypass Pumping

DIVISION 3 – CONCRETE

03300 Cast-In-Place Concrete

DIVISION 9 – FINISHES

09800 - Painting

DIVISION 11 – EQUIPMENT

11307 Sewage Lift Station

DIVISION 15 – MECHANICAL

15060 Pipes and Pipe Fittings 15106 Check Valves 15113 Combination Air Release Valves 15114 Plug Valves

PROJECT MANUAL INDEX

DIVISION 16 – ELECTRICAL

16000 General Requirements for Electrical Work 16100 Sewage Lift Station Control Panel 16110 Raceways and Boxes 16115 Underground Electrical Duct and Conduit 16120 Conductors 16131 Device, Pull & Junction Boxes 16140 Wiring Devices 16165 Disconnect Switches 16190 Supporting Devices 16195 Electrical Identification 16450 Grounding 16675 Transient Voltage Surge Suppression

TECHNICAL SPECIFICATIONS

City of Lubbock NE Intermediate Lift Station Summary of Work Project No. 8796 01010-1 June 9, 2025

SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.1 SECTION INCLUDES:

A. Contract Description:

1. Construction of the NE Intermediate Lift Station and all related work including but not limited to:

a. Installation of Lift Station, including wetwell, pumps, control panel, and all related work, including dewatering and bypass pumping operations as necessary.

b. Installation of electrical service, panels, and all related work.

c. Pavement and fencing.

d. Installation of +/- 3,667 LF of 8” force main and all related work.

e. Installation of +/- 42 LF of 24” gravity sewer main, gravity manhole, and all related work.

f. Installation of fiberglass manhole(s).

1.2 CONTRACTOR USE OF SITE:

A. Limit use of sewer line site to allow:

1. Owner occupancy.

2. Uninterrupted sewer service to existing customers.

END OF SECTION

NE Intermediate Lift Station Contract Considerations Project No. 8796 01019-1 June 9, 2025

SECTION 01019

CONTRACT CONSIDERATIONS

A. Materials Testing.

B. Schedule of Values.

C. Application for Payment.

D. Change Procedures.

E. Measurement and Payment.

1.2 MATERIALS TESTING:

A. Engineer will engage a recognized construction materials testing firm.

B. Contractor shall be responsible for:

1. Costs of incidental labor and facilities required to assist testing firm.

2. Costs of testing laboratory services used by Contractor separate from

Contract Document or Owner requirements.

3. Costs of retesting upon failure of previous tests as determined by Engineer.

1.3 SCHEDULE OF VALUES:

A. Submit a printed schedule on EJCDC C-620. Contractor's standard form or electronic media printout will be considered.

B. Submit Schedule of Values at the Preconstruction Conference. Provide four

(4) reproducible copies.

C. Format: Provide itemized schedule breakdown of Lump Sum Bid items.

Coordinate schedule with Engineer and Owner for approval.

D. Revise schedule to list approved Change Orders, with each Application for Payment.

1.4 APPLICATIONS FOR PAYMENT:

A. Contractor's electronic media driven form or EJCDC C-620.

B. Content and Format: Utilize Schedule of Values for listing items in

Application for Payment.

Project No. 8796 01019-2 June 9, 2025

C. Payment Period: Submit by the 25th of each month.

D. Include executed Contractor Affidavit for Partial Payment with each

E. Submit certification by Contractor of Labor Standards compliance with each

1.5 CHANGE PROCEDURES:

A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions in writing.

B. The Engineer may issue a Notice of Change which includes a detailed description of a proposed change with supplementary or revised Drawings and Specifications, a change in contract time for executing the change and the period of time during which the requested price will be considered valid.

Contractor will prepare and submit an estimate within 10 days.

C. The Contractor may propose changes by submitting a request for change to the Engineer, describing the proposed change and its full effect on the Work.

Include a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation.

Document any requested substitutions in accordance with Section 01600.

D. Stipulated Sum/Price Change Order: Based on Notice of Change and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Engineer.

E. Work Directive Change: Engineer may issue a directive, on EJCDC C-940 Work Directive Change signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute the change.

F. Change Order Forms: EJCDC C-941 or Engineer’s standard electronic media driven form.

G. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.6 MEASUREMENT AND PAYMENT:

A. Authority: Work under this Contractor shall be measured by the Item Unit or

Lump Sum Price as indicated on the Bid Schedule. Where the Item Lump Sum Price applies, the work will be considered as a complete installation as shown and specified.

Unit Quantities: Quantities and measurements indicated in the Bid Form are for contract purposes only. Quantities and measurements supplied or placed

Project No. 8796 01019-3 June 9, 2025 in the Work shall determine payment. The bid price for any Unit Price method item shall be in effect for any actual quantity encountered within plus or minus 25 percent of the estimated quantity. Payment or adjustment for quantities greater than plus or minus 25 percent will be subject to negotiation.

B. Payment Includes: Full compensation for required labor, Products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit.

C. Defect Assessment: Replace the Work, or portions of the Work, not conforming to specified requirements. If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer will direct an appropriate remedy or adjust payment.

NE Intermediate Lift Station Coordination and Meetings Project No. 8796 01039 - 1 June 9, 2025

SECTION 01039

COORDINATION AND MEETINGS

A. Coordination.

B. Field Engineering.

C. Preconstruction Meeting.

1.2 COORDINATION:

A. Coordinate scheduling, submittal, and Work of the various sections of the

Project Manual to assure efficient and orderly sequence of installation of interdependent construction elements.

B. Coordinate completion and clean up of Work of separate sections in preparation for Substantial Completion.

C. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

1.3 FIELD ENGINEERING (WHERE APPLICABLE):

A. Engineer will locate survey control and reference points.

B. Control datum for survey is that shown on Drawings.

C. Contractor to verify set-backs and easements, confirm drawing dimensions and elevations.

D. Contractor to provide field engineering services as required to support his work. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

1.4 PRECONSTRUCTION MEETING:

A. Engineer will schedule a meeting after Award.

B. Attendance Required: Owner, Engineer, and Contractor.

C. Agenda:

1. Distribution of Owner-Contractor Agreement / Contract Document.

2. Submission of executed bonds and insurance certificates.

NE Intermediate Lift Station Coordination and Meetings Project No. 8796 01039 - 2 June 9, 2025

3. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

4. Designation of personnel representing the parties in Contract, and the Engineer.

5. Procedures and processing of field decisions, submittal, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

6. Scheduling.

7. Coordination with other agencies/organizations.

8. Scheduling activities of a Geotechnical Engineer.

D. Engineer to record minutes and distribute copies after meeting to participants.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

NE Intermediate Lift Station Standard References Project No. 8796 01090 - 1 June 9, 2025

SECTION 01090

STANDARD REFERENCES

Whenever used in the Project Manual, the following abbreviations will have the meanings listed:

When documents are referenced, they are a part of the Specification as specified and modified. In case of conflict between the requirements of these Specifications and those on the referenced documents, these Specifications shall prevail.

AASHTO American Association of State Highway and Transportation Officials

444 North Capitol Street, Ste. 249 Washington, DC 20001

ACI American Concrete Institute

38800 Country Club Drive Farmington Hills, MI 48331

AISC American Institute of Steel Construction

One East Wacker Drive, Ste. 700 Chicago, IL 60601-1802

AISI American Iron and Steel Institute

1140 Connecticut Ave., Ste. 705 Washington, DC 20036

AITC American Institute of Timber Construction

7012 S. Revere Parkway, Ste. 140 Centennial, CO 80112

ANSI American National Standards Institute, Inc.

1899 L Street, NW, 11th Floor

APA American Plywood Association

7011 S. 19th Street Tacoma, WA 98466-5333

API American Petroleum Institute

1220 L Street, NW Washington, DC 20005-4070

APSP Association of Pool and Spa Professionals

2111 Eisenhower Ave., Ste. 500 Alexandria, VA 22314

ASCE American Society of Civil Engineers

1801 Alexander Bell Drive Reston, VA 20191

Project No. 8796 01090 - 2 June 9, 2025

ASCII American Standard Code for Information Interchange United States of American Standards Institute 25 West 43rd Street, 4th Floor New York, NY 10036

ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers

United Engineering Center 1791 Tullie Circle, NE Atlanta, GA 30329

ASME American Society of Mechanical Engineers

Three Park Avenue New York, NY 10016

ASTM American Society for Testing and Materials

100 Bar Harbor Drive West Conshohocken, PA 19428 (http://www.astm.org)

AWPA American Wood Preservers Association

100 Chase Park South, Ste. 116 Birmingham, AL 35244

AWS American Welding Society

550 LeJeane Road Miami, FL 33126

AWWA American Water Works Association

6666 W. Quincy Avenue Denver, CO 80235

CRSI Concrete Reinforcing Steel Institute

933 North Plum Grove Road Schaumburg, IL 60173

EEI Edison Electric Institute

701 Pennsylvania Ave., NW Washington, DC 20004

ENGINEER Enprotec / Hibbs & Todd, Inc.

402 Cedar Street Abilene, Texas 79601

FEDSPEC Federal Specifications

General Services Administration Specification and Consumer Information Distribution Branch 1275 First Street, NE Washington, DC 20417

Project No. 8796 01090 - 3 June 9, 2025

FEDSTDS Federal Standards (see FEDSPECS)

HI Hydraulic Institute 6 Campus Drive, First Floor North Parsippany, NJ 07054

IBC International Building Code

(Published by ICC)

ICC International Code Council

500 New Jersey Ave., NW, 6th Floor Washington, DC 20001

ICEA Insulated Cable Engineers Association

P.O. Box 1568 Carrolton, GA 30112

IEEE Institute of Electrical and Electronic Engineers, Inc.

3 Park Avenue, 17th Floor New York, NY 10016

IES Illuminating Engineering Society c/o United Engineering Center 120 Wall Street, Floor 17 New York, NY 10005

IMC International Mechanical Code

IPC International Plumbing Code

ISA Instrument Society of America 67 Alexander Drive Research Triangle Park, NC 27709

MILSPEC Military Specifications

Navy Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120

NAAMM National Association of Architectural Metal Manufacturers

800 Roosevelt Rd., Bldg. C, Ste 312 Glen Ellyn, IL 60137

NACE National Association of Corrosion Engineers

1440 South Creek Drive Houston, Texas 77084

Project No. 8796 01090 - 4 June 9, 2025

NEC National Electrical Code National Fire Protection Association 1 Batterymarch Park Quincy, MA 02169

NEMA National Electrical Manufacturer's Association

1300 North 17th Street, Ste. 1752 Rosslyn, VA 22209

NFPA National Forest Products Association

1111 19th Street, NW, Ste. 800

NFPA National Fire Protection Association

1 Batterymarch Park Quincy, MA 02169

NSF National Sanitation Foundation 789 N. Dixboro Road Ann Arbor, MI 48113

OSHA Occupational Safety and Health Act

Occupational/Safety and Health Administration Lubbock Area Office 1205 Texas Avenue Lubbock, TX 79401

OWNER City of Lubbock 1314 Avenue K

Lubbock, Texas 79457

SBCC Southern Building Code Congress 900 Montclair Road Birmingham, AL 35213

SMACNA Sheet Metal and Air Conditioning Contractor’s National Association

4201 Lafayette Center Drive Chantilly, VA 20151-1209

SSPC Steel Structures Painting Council

4516 Henry Street, Suite 301 Pittsburgh, PA 15123-3728

SSPWC-NCT Standard Specifications for Public Works Construction--

North Central Texas North Central Texas Council of Governments P O Box 5888 Arlington, Texas 76005-5888

TCA Tile Council of America, Inc.

100 Clemson Research Blvd.

Anderson, SC 29625

Project No. 8796 01090 - 5 June 9, 2025

TCEQ Texas Commission on Environmental Quality P O Box 13087 Austin, TX 78711-3087

TDSHS Texas Department of State Health Services

1100 West 49th Street Austin, Texas 78756-3199

TWDB Texas Water Development Board

1700 North Congress Avenue Austin, Texas 78711

TXDOT Texas Department of Transportation

125 E. 11th Street Austin, TX 78701

UBC Uniform Building Code

Published by ICB

UL Underwriters Laboratories, Inc.

2600 NW Lake Road Camas, WA 98607

USBR Bureau of Reclamation U.S. Department of Interior Engineering and Research Center Denver Federal Center, Building 67 Denver, CO 80225

WWPA Western Wood Products Association

522 SW Fifth Ave, Ste. 500 Portland, OR 97204

NE Intermediate Lift Station Submittals Project No. 8796 01300-1 June 9, 2025

SECTION 01300

SUBMITTALS

1.1 SUMMARY

A. Section Includes:

1. Mechanics and administration of the submittal process.

2. General content requirements for Shop Drawings.

3. Content requirements for Operation and Maintenance Manuals.

B. Related Sections include but are not necessarily limited to:

1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract.

2. Division 1 - General Requirements.

3. Sections in Divisions 2 through 16 identifying required submittals.

1.2 DEFINITIONS

A. Shop Drawings:

1. See General Conditions.

2. Product data and samples are Shop Drawing information.

B. Operation and Maintenance (O&M) Manuals:

1. Contain the information required for proper installation and maintenance of building materials and finishes.

2. Contain the technical information required for proper installation, operation and maintenance of process, electrical and mechanical equipment and systems.

C. Miscellaneous Submittals:

1. Submittals other than Shop Drawings and O&M Manuals.

2. Representative types of miscellaneous submittal items include but are not limited to:

a. HVAC test and balance reports.

b. Installed equipment and systems performance test reports.

c. Manufacturer's installation certification letters.

d. Instrumentation and control commissioning reports.

e. Warranties.

Project No. 8796 01300-2 June 9, 2025

1.3 SUBMITTAL SCHEDULE

A. Shop Drawings: Submittal and approval prior to 50 percent completion.

B. Operation and Maintenance Manuals and Completed Equipment Record

Sheets: Initial submittal within 90 days after date Shop Drawings are approved.

1.4 PREPARATION OF SUBMITTALS

A. Shop Drawings:

1. Format:

a. Submit only electronic copy of each submittal to the

Engineer as single printable, searchable PDF file.

b. All electronic files shall be in PDF format and shall contain no pages larger than 11” x 17”. Ensure that scanned documents are fully legible.

i. Each submittal shall consists of a single, merged PDF file to facilitate review, portfolio PDF files will be rejected. Engineer will review and return an electronic copy (PDF) to Contractor.

c. Submittal numbering:

i. Submittals shall be named and numbered with the specification number listed first, followed by a dash and a sequential number for the submittal under the specification section. For example, 11301-02 would be the second submittal for the membrane filtration system specification.

ii. Should a resubmittal be required, the original submittal number shall be followed by an “A”, “B”, etc. For example, 11260-02A would be the first resubmittal on the second submittal for the chlorination equipment.

d. Identify Project, Contractor, Subcontractor or supplier;

pertinent Drawing and detail number, and Specification section number, as appropriate.

e. Apply Contractor's stamp, signed or initialed, certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents.

Project No. 8796 01300-3 June 9, 2025

f. Schedule submittals to expedite the Project and deliver to Engineer at business email. Coordinate submission of related items.

g. For each submittal for review, allow 10 business days.

h. Provide space for Contractor and Engineer review stamps.

i. Revise and resubmit, if required, and identify all changes made since previous submission.

j. Distribute copies of reviewed submittals as appropriate.

Instruct parties to promptly report any inability to comply with provisions.

k. Submittals not requested will not be recognized or processed.

l. When submitting "or-equal" items that are not the products of named manufacturers, follow Article 7, Paragraph 7.04 of the General Conditions.

2. Submittal contents:

a. Each submittal shall be limited to a single specification section or material topic. Where equipment packages, assemblies, and the like are interrelated, the submittals should be provided together facilitating review of the Contractor’s purposed offering. When related portions of an equipment package or system are not provided, the submittals may be returned without review.

b. Provide submittal information defining specific equipment or materials utilized on the Project.

i. Generalized product information, not clearly defining specific equipment or materials to be provided, will be rejected.

c. Coordinate and identify Shop Drawing contents so that all items can be easily verified by the Engineer.

d. Identify equipment or material use, tag number, Drawing detail reference, weight, and other Project specific information. Indicate exact item or model and all options proposed.

e. Provide sufficient information together with technical cuts and technical data to allow an evaluation to be made to determine that the item submitted is in compliance with the Contract Documents.

Project No. 8796 01300-4 June 9, 2025

f. Identify variations/exceptions from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed work.

i. Use a separate page(s) at the beginning of each portion of the submittal package.

ii. If no variations are proposed, state such on a separate page at the beginning of the submittal package.

g. When a Shop Drawing submittal is called for in any Specification Section, include as appropriate, scaled details, sizes, dimensions, performance characteristics, capacities, test data, anchoring details, installation instructions, storage and handling instructions, color charts, layout Drawings, rough-in diagrams, wiring diagrams, controls, weights and other pertinent data in addition to information specifically stipulated in the Specification Section.

i. Arrange data and performance information in format similar to that provided in Contract Documents.

ii. Provide, at minimum, the detail specified in the Contract Documents.

B. Samples:

1. Identification:

a. Identify sample as to transmittal number, manufacturer, item, use, type, project designation, tag number, standard Specification Section or Drawing detail reference, color, range, texture, finish and other pertinent data.

b. If identifying information cannot be marked directly on sample without defacing or adversely altering samples, provide a durable tag with identifying information securely attached to the sample.

2. Include application specific brochures, and installation instructions.

3. Provide Contractor's stamp of approval on samples or transmittal form as indication of Contractor's checking and verification of dimensions and coordination with interrelated work.

4. Resubmit samples of rejected items.

C. Operation and Maintenance Manuals:

1. Owner's use of manufacturer's Operation and Maintenance materials:

Project No. 8796 01300-5 June 9, 2025

a. Materials are provided for Owner's use, reproduction and distribution as training and reference materials within Owner's organization.

i. Applicable to hard copy or electronic media.

ii. Applicable to materials containing copyright notice as well as those with no copyright notice.

b. Notify manufacturer of this intended use of materials provided under the Contract.

2. Number each Operation and Maintenance Manual transmittal with the original root number of the associated Shop Drawing.

a. Identify resubmittals with the original number plus a suffix letter starting with "A."

3. Submittal format:

a. Interim submittals: Submit electronic copies (PDF format) until manual is approved.

b. Final submittals: Submit two (2) paper copies.

4. Paper copy submittals:

a. Submit Operation and Maintenance Manuals printed on 8-

1/2 x 11 IN size heavy first quality paper with standard three-hole punching and bound in appropriately sized three-ring (or post) vinyl view binders with clear overlays front, spine and back.

i. Provide binders with titles inserted under clear overlay on front and on spine of each binder.

• As space allows, binder titles shall include, but not necessarily be limited to, Project Name, related Specification Number, Equipment Name(s) and Project Equipment Tag Numbers.

ii. Provide a Cover Page for each manual with the following information:

• Manufacturer(s).

• Date.

• Project Owner and Project Name.

• Specification Section.

• Project Equipment Tag Numbers.

• Model Numbers.

• Engineer.

• Contractor.

Project No. 8796 01300-6 June 9, 2025

iii. Provide a Table of Contents or Index for each manual.

iv. Use plastic-coated dividers to tab each section of each manual per the manual's Table of Contents/Index for easy reference.

v. Provide plastic sheet lifters prior to first page and following last page.

b. Reduce Drawings or diagrams bound in manuals to an 8-1/2 x 11 IN or 11 x 17 IN size.

i. Where reduction is not practical to ensure readability, fold larger Drawings separately and place in vinyl envelopes which are bound into the binder.

ii. Identify vinyl envelopes with Drawing numbers.

c. Mark each sheet to clearly identify specific products and component parts and data applicable to the installation for the Project.

i. Delete or cross out information that does not specifically apply to the Project.

5. Operation and Maintenance Manuals for Materials and Finishes:

a. Building Products, Applied Materials and Finishes:

i. Include product data, with catalog number, size, composition and color and texture designations.

ii. Provide information for re-ordering custom manufactured products.

b. Instructions for Care and Maintenance:

i. Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods and recommended schedule for cleaning and maintenance.

c. Moisture Protection and Weather Exposed Products:

i. Include product data listing, applicable reference standards, chemical composition, and details of installation.

ii. Provide recommendations for inspections, maintenance and repair.

Project No. 8796 01300-7 June 9, 2025

d. Additional requirements as specified in individual product specifications.

6. Operation and Maintenance Manuals for Equipment and Systems:

a. Submission of Operation and Maintenance Manuals for equipment and systems is applicable but not necessarily limited to:

i. Major equipment.

ii. Equipment powered by electrical, pneumatic or hydraulic systems.

iii. Specialized equipment and systems including instrumentation and control systems and system components for HVAC process system control.

iv. Valves and water control gates.

b. Equipment and Systems Operation and Maintenance Manuals shall include, but not necessarily be limited to, the following completed forms and detailed information, as applicable:

i. Fully completed Equipment Records, shall be included under the first tab following the Table of Contents of each Operation and Maintenance Manual.

• Each section of the Equipment Record must be completed in detail.

o Simply referencing the related manual for nameplate, maintenance, spare parts or lubricant information is not acceptable.

• For equipment items involving components or subunits, a fully completed Equipment Record Form is required for each operating component or subunit.

• Submittals that do not include the associated Equipment Record(s) will be rejected without further content review.

• Use manufacturer’s Standard Equipment Record Forms:

o Equipment Data and Spare Parts

Summary.

Project No. 8796 01300-8 June 9, 2025 o Recommended Maintenance Summary.

o Lubrication Summary.

ii. Equipment function, normal operating characteristics, limiting operations.

iii. Assembly, disassembly, installation, alignment, adjustment, and checking instructions.

iv. Operating instructions for start-up, normal operation, control, shutdown, and emergency conditions.

v. Lubrication and maintenance instructions.

vi. Troubleshooting guide.

vii. Parts lists:

• Comprehensive parts and parts price lists.

• A list of recommended spare parts.

• List of spare parts provided as specified in the associated Specification Section.

viii. Outline, cross-section, and assembly Drawings;

engineering data; and electrical diagrams, including elementary diagrams, wiring diagrams, connection diagrams, word description of wiring diagrams and interconnection diagrams.

ix. Test data and performance curves.

x. As-constructed fabrication or layout Drawings and wiring diagrams.

xi. Instrumentation or tag numbers assigned to the equipment by the Contract Documents are to be used to identify equipment and system components.

xii. Additional information as specified in the associated equipment or system Specification Section.

1.5 TRANSMITTAL OF SUBMITTALS:

A. Shop Drawings, Samples and Operation and Maintenance Manuals:

1. Transmit all submittals to the Engineer electronically via Dropbox, a cloud-based file sharing service.

Project No. 8796 01300-9 June 9, 2025

a. The Engineer will set up a Dropbox folder for the project.

Contractor shall purchase and maintain his/her own Dropbox access for the duration of the project.

2. All submittals must be from Contractor.

a. Submittals from subcontractors will not be accepted.

B. Miscellaneous Submittals:

1. Transmit under Contractor's standard letter of transmittal or letterhead.

2. Transmit to:

Enprotec / Hibbs & Todd, Inc.

402 Cedar St.

Abilene, Texas 79601 Attn: Sage Diller, P.E.

1.6 ENGINEER'S REVIEW ACTION:

A. Items within transmittals will be reviewed for overall design intent and will receive one of the following actions:

1. Resubmittal Not Required - Make Corrections Noted / See All

Comments.

2. Correct and Resubmit - Make Corrections Noted / See All Comments.

3. Rejected - See All Comments.

4. Submittal Not Reviewed, Filed for Record.

B. Calculations required in individual Specification Sections will be received for information purposes only, as evidence calculations have been performed by individuals meeting specified qualifications, and will be returned marked “Submittal Not Reviewed, Filed for Record” to acknowledge receipt.

C. Samples may be retained for comparison purposes.

1. Remove samples when directed.

2. Include in bid all costs of furnishing and removing samples.

D. Approved samples submitted or constructed, constitute criteria for judging completed work.

1. Finished work or items not equal to samples will be rejected.

Project No. 8796 01300-10 June 9, 2025

PART 3 PRODUCTS

NE Intermediate Lift Station Quality Control Project No. 8796 01400 - 1 June 9, 2025

SECTION 01400

QUALITY CONTROL

A. Quality Assurance--Control of Installation.

B. Tolerances.

C. References.

D. Testing Laboratory Services.

E. Manufacturers' Field Services and Reports.

1.2 QUALITY ASSURANCE--CONTROL OF INSTALLATION:

A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Perform Work by persons qualified to produce workmanship of specified quality.

F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

1.3 TOLERANCES:

A. Monitor tolerance control of installed Products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Engineer before proceeding.

C. Adjust Products to appropriate dimensions; position before securing Products in place.

Project No. 8796 01400 - 2 June 9, 2025

1.4 REFERENCES:

A. For Products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current on date of Contract Documents, except where a specific date is established by code.

C. Obtain copies of standards where required by product Specification sections.

D. The contractual relationship, duties, and responsibilities of the parties in Contract and of the Engineer, shall not be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.5 TESTING LABORATORY SERVICES:

A. Owner will appoint and employ services of an independent firm to perform inspecting and testing.

B. The independent firm will perform inspections, tests, and other services specified in individual Specification sections and as required by the Engineer or the Owner.

C. Inspecting, testing, and source quality control may occur on or off the project site. Perform off-site inspecting or testing as required by the Engineer or the Owner.

D. Reports will be submitted by the independent firm to the Engineer and Contractor, in duplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents.

E. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested.

1. Notify Engineer and independent firm 24 hours prior to expected time for operations requiring services.

2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use.

F. Testing or inspecting does not relieve the Contractor of his responsibility to perform Work to contract requirements.

G. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Engineer. Payment for retesting shall be the Contractor's responsibility.

Project No. 8796 01400 - 3 June 9, 2025

1.6 MANUFACTURERS' FIELD SERVICES AND REPORTS:

A. When specified, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, as applicable, and to initiate instructions when necessary.

B. Report observations and site decisions or instructions that are supplemental or contrary to manufacturers' written instructions.

C. Submit report in duplicate within 30 days of observation to Engineer for information.

NE Intermediate Lift Station Construction Facilities, Temporary Controls Project No. 8796 01500-1 June 9, 2025

SECTION 01500

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

A. Temporary Utilities: Electricity, telephone service, water, and sanitary facilities.

B. Temporary Controls: Barriers, protection of the work, and water control.

C. Construction Facilities: Access roads, parking, progress cleaning, and material storage areas.

1.2 TEMPORARY ELECTRICITY:

A. Cost: By Contractor; provide and pay for power service required from utility source.

B. Complement existing power service capacity and characteristics as required.

C. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required. Provide flexible power cords as required.

1.3 TELEPHONE SERVICE:

A. Provide, maintain and pay for telephone service at time of project mobilization. Cell phone service will be acceptable.

1.4 TEMPORARY WATER SERVICE:

A. Connect to existing water source if needed for construction operations.

Coordinate with engineer prior to connecting to water source.

B. Owner will pay cost of water used. Exercise measures to conserve water.

1.5 TEMPORARY SANITARY FACILITIES:

A. Provide and maintain required facilities and enclosures.

1.6 BARRIERS:

A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations.

B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

Project No. 8796 01500-2 June 9, 2025

1.7 WATER CONTROL:

A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.

B. Protect site from puddles or running water. Provide water barriers as required to protect site from soil erosion.

1.8 PROTECTION OF INSTALLED WORK:

A. Protect installed work and provide special protection where specified in individual specification sections.

B. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

1.9 ACCESS ROADS:

A. Construct and maintain temporary roads accessing public thoroughfares to serve construction area.

B. Extend and relocate as work progress requires. Provide detours necessary for unimpeded traffic flow.

C. Provide and maintain access to fire hydrants, free of obstructions.

D. Provide means of removing mud from vehicle wheels before entering streets.

1.10 PARKING:

A. Arrange for temporary surface parking areas to accommodate construction personnel.

B. When site space is not adequate, provide additional off-site parking.

1.11 PROGRESS CLEANING AND WASTE REMOVAL:

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Collect and remove waste materials, debris, and rubbish from site periodically and dispose off-site.

1.12 REMOVAL OF UTILITES, FACILITIES, AND CONTROLS:

A. Remove temporary utilities, equipment, facilities, and materials prior to final inspection.

B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.

Project No. 8796 01500-3 June 9, 2025

C. Clean and repair damage caused by installation or use of temporary work.

D. Restore existing facilities used during construction to original condition.

Restore permanent facilities used during construction to specified condition.

NE Intermediate Lift Station Material and Equipment Project No. 8796 01600-1 June 9, 2025

SECTION 01600

MATERIAL AND EQUIPMENT

A. Transportation and Handling.

B. Storage and Protection.

C. Product Options.

D. Substitutions.

1.2 TRANSPORTATION AND HANDLING:

A. Transport and handle products in accordance with manufacturer's instructions.

B. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

D. Pipe to be transported with exposed ends tarped to prevent accumulation of airborne contaminates during transport.

1.3 STORAGE AND PROTECTION:

A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible.

B. Store sensitive products in weather tight, climate-controlled enclosures.

C. For exterior storage of fabricated products, place on sloped supports, above ground.

D. Provide off-site storage and protection when site does not permit on-site storage or protection.

E. Cover products subject to deterioration with impervious sheet covering.

Provide ventilation to avoid condensation or potential degradation of product.

F. Store loose granular materials on solid flat surfaces in a well-drained area.

Prevent mixing with foreign matter.

G. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

Project No. 8796 01600-2 June 9, 2025

H. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

1.4 PRODUCT OPTIONS:

A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description.

B. Products Specified by naming one or more Manufacturers: Products of manufacturers named and meeting Specifications, no options or substitutions allowed.

C. Products Specified by naming one or more Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named in accordance with the following article. Where terms such as “or equal,” “or equivalent” are used in this Contract, they shall be taken to mean “or approved equivalent.” Proposed equivalents shall be offered as substitutions.

1.5 SUBSTITUTIONS:

A. Engineer will consider requests for Substitutions only within 21 days after date established in Notice to proceed.

B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor.

C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents.

D. A request constitutes a representation that the Contractor:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Will provide the same warranty for the Substitution as for the specified product.

3. Will coordinate installation and make changes to other work which may be required for the work to be complete with no additional cost to Owner.

4. Waives claims for additional costs or time extension which may subsequently become apparent as a result of the Substitution.

E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

F. Substitution Submittal Procedure:

Project No. 8796 01600-3 June 9, 2025

1. Submit copies of request for Substitution for consideration. Number of copies as specified in Sub-Section 01300-1.5. Limit each request to one proposed Substitution.

2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.

3. The Engineer will notify Contractor in writing of decision to accept or reject request.

NE Intermediate Lift Station Starting of Systems Project No. 8796 01650 - 1 June 9, 2025

SECTION 01650

STARTING OF SYSTEMS

A. Starting Equipment Systems.

B. Demonstration and Instructions.

3.1 STARTING EQUIPMENT SYSTEMS:

A. Coordinate schedule for start-up of various equipment.

B. Notify Engineer seven days prior to start-up of each item.

C. Verify that each piece of equipment has been checked for proper lubrication, drive rotation, belt tension, control sequence, or for other conditions which may cause damage.

D. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment manufacturer.

E. Verify wiring and support components for equipment are complete and tested.

F. Execute start-up under supervision of applicable manufacturer's representative in accordance with manufacturers' instructions.

G. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment in operation.

H. Submit a written report in accordance with Section 01400 that equipment or system has been properly installed and is functioning correctly.

3.2 DEMONSTRATION AND INSTRUCTIONS:

A. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owners' personnel in detail to explain all aspects of operation and maintenance.

NE Intermediate Lift Station Starting of Systems Project No. 8796 01650 - 2 June 9, 2025

B. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment during equipment start-up services.

C. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction.

D. As a minimum, Manufacturer to provide 4 hours of training for each component, or the amount of time required for instruction on each item of equipment and system is that specified in individual sections.

NE Intermediate Lift Station Contract Closeout Project No. 8796 01700-1 June 9, 2025

SECTION 01700

CONTRACT CLOSEOUT

A. Closeout procedures.

B. Final Cleaning.

C. Adjusting.

D. Project record documents.

E. Operation and Maintenance Data.

F. Warranty.

G. Spare parts and maintenance materials.

1.2 CLOSEOUT PROCEDURES:

A. Submit written certification that contract documents have been reviewed, work has been inspected, and that work is complete in accordance with contract documents and ready for Engineer's review.

B. Provide submittals to Engineer that are required by governing or other authorities.

C. Submit final Application for Payment identifying total adjusted Contract sum, previous payments, and sum remaining due.

D. Submit executed Affidavit of Bills paid with final Application for payment.

Affidavit shall state all bills for labor, materials, and incidentals incurred in the construction of the project have been paid in full, and that there are no claims pending of which the Contractor has been notified.

1.3 FINAL CLEANING:

A. Execute final cleaning prior to final project assessment.

B. Clean surfaces exposed to view; remove temporary labels, stains and foreign substances.

C. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.

D. Clean filters of operating equipment.

E. Clean debris from roofs, gutters, downspouts, and drainage systems.

Project No. 8796 01700-2 June 9, 2025

F. Clean site; sweep paved areas, rake clean landscaped surfaces.

G. Remove waste and surplus materials, rubbish, and construction facilities from the site.

1.4 ADJUSTING:

A. Adjust operating products and equipment to ensure smooth and unhindered operation.

1.5 PROJECT RECORD DOCUMENTS:

A. Maintain on site, one set of the following record documents; record actual revisions to the work:

1. Drawings.

2. Specifications.

3. Addenda.

4. Change Orders and other modifications to the Contract.

5. Reviewed Shop Drawings, Product Data, and Samples.

6. Manufacturer's instruction for assembly, installation, and start-up of products and equipment.

B. Ensure entries are complete and accurate, enabling future reference by Owner.

C. Store record documents separate from documents used for construction.

D. Record information concurrent with construction progress.

E. Specifications: Legibly mark and record at each product section description of actual products installed, including the following:

1. Manufacturer's name and product model and number.

2. Product substitutions or alternates utilized.

3. Changes made by Addenda and modifications.

F. Record Documents and shop drawings: Legibly mark each item to record actual construction including:

1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.

2. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the work.

3. Field changes of dimension and detail.

4. Details not on original contract drawings.

Project No. 8796 01700-3 June 9, 2025

G. Remove Engineer title block and seal from all documents.

H. Submit documents to Engineer with claim for final Application for Payment.

1.6 OPERATION AND MAINTENANCE DATA:

A. Submit data bound in 8-1/2 x 11 inch text pages, three D side ring binders with durable plastic covers.

B. Prepare binder cover with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required.

C. Submit four (4) sets of revised final volumes, within 10 days after final inspection.

1.7 WARRANTY:

A. The Contractor shall guarantee the work performed under this contract against defective materials and workmanship for a period of one year from the date of Substantial Completion or acceptance of individual work elements. The Contractor shall arrange to have his performance bond remain in effect for a period of one year after this date to cover his guarantee as stipulated under this item and in the General Conditions.

B. If defective materials and/or workmanship are discovered which require repairs made under this guarantee, all such repairs shall be done by the Contractor at his own expense within ten days after written notice of such defect. Should the Contractor fail to repair of correct such deficiency within ten days after notification, the Owner may make the necessary repairs and charge the Contractor with the applicable costs of all labor and materials required to correct the deficiency.

1.8 SPARE PARTS AND MAINTENANCE MATERIALS:

A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification sections.

B. Deliver to project site and place in location as directed; obtain receipt prior to final payment.

NE Intermediate Lift Station Site Clearing and Grubbing Project No. 8796 02110-1 June 9, 2025

SECTION 02110

SITE CLEARING AND GRUBBING

A. Preparation for Work.

B. Protection of Existing Features.

C. Clearing and Grubbing.

D. Debris Removal.

E. Erosion Control.

3.1 GENERAL:

A. Site clearing and grubbing shall consist of the removal and disposal of trees, stumps, brush, roots, vegetation, logs, rubbish and other objectionable matter from the construction area.

3.2 PREPARATION FOR WORK:

A. Verify that existing plant life designated to remain, if any, is tagged or identified and protected.

B. Verify and protect survey control.

3.3 PROTECTION OF EXISTING FEATURES:

A. Locate, identify and protect the utilities to remain from damage.

B. Protect trees, plant growth and features designated to remain.

C. Protect benchmarks and survey control from damage or displacement.

3.4 CLEARING AND GRUBBING:

A. The designated construction area shall be cleared of all trees, brush, shrubbery and plants, not indicated to be preserved. Trees and brush designated to be left in place shall be carefully trimmed as directed and shall be protected from scarring, barking, or other injuries during construction operations. Pruned limbs over two inches in diameter shall be

NE Intermediate Lift Station Site Clearing and Grubbing Project No. 8796 02110-2 June 9, 2025 treated by painting the exposed ends with an approved asphaltic material.

Stumps, roots and other objectionable materials sources are to be removed to the complete extent necessary to prevent objectionable matter from becoming mixed with the material to be used in construction.

B. Unless otherwise provided, all merchantable timber removed as previously specified shall become the property of the Contractor. It is the intent of this Specification to provide for the removal and disposal of all obstructions and objectionable materials not designated to remain.

C. Remove existing concrete and asphalt paving, curb, gutter, walks and other items shown, or described to be removed.

D. Remove trees, shrubs and other plant life within the site shown, or described to be removed.

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