2025-10-03_Frisco Well 7 PFAS Mitigation_For Bid Specifications Vol II.pdf

The Town of Frisco

Technical Specifications

(VOLUME II)

Bid Set

Well 7 PFAS Mitigation

Improvements

October 2025

Project #: 4131-002-09

PAGE INTENTIONALLY LEFT BLANK

CONTRACT DOCUMENTS AND SPECIFICATIONS FOR

THE TOWN OF FRISCO

WELL 7 PFAS MITIGATION IMPROVEMENTS

TABLE OF CONTENTS

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4131-002-09 TABLE OF CONTENTS OCTOBER 2025

VOLUME I:

DIVISION 0: PROCUREMENT AND CONTRACTING REQUIREMENTS

CMAR-111 Advertisement for Request for Qualifications—Construction Manager at Risk Series

CMAR-200 Request for Qualifications—Construction Manager at Risk Series

CMAR-210 Statement of Qualifications—Construction Manager at Risk Series

CMAR-400 Request for Proposals—Construction Manager at Risk Series

CMAR-422 Proposal—Construction Manager at Risk Series

CMAR-422 Exhibit A - Proposal

CMAR-422 Exhibit B - SRF Suspension and Debarment Certification Form

CMAR-422 Exhibit C - Disadvantaged Business Enterprise Subcontractor Performance Form

CMAR-422 Exhibit D - Disadvantaged Business Enterprise Form

CMAR-430 Proposal Bond

CMAR-510 Notice of Award – Construction Manager at Risk Series

CMAR-525 Agreement between Owner and Construction Manager at Risk

CMAR-525 Exhibit B – Agreement between Owner and Construction Manager at Risk

CMAR-545 Work Authorization – Construction Manager at Risk Series

CMAR-545 Exhibit B – Work Authorization

C-610 Performance Bond

C-612 Warranty Bond

C-615 Payment Bond

CMAR-620 Application for Payment – Construction Manager at Risk Series

CMAR-620 Exhibit A - Application for Payment – Construction Manager at Risk Series

CMAR-620 Exhibit B - Application for Payment – Construction Manager at Risk Series

CMAR-625 Certificate of Substantial Completion – Construction Manager at Risk Series

CMAR-626 Notice of Acceptability of Work – Construction Manager at Risk Series

CMAR-700 Standard General Conditions of the Construction Manager at Risk Contract

CMAR-800 Supplementary Conditions of the Construction Manager at Risk Contract

CMAR-850 Colorado SRF Required Specification and Attachments

CMAR-850 Exhibit A – Wage Rates

CMAR-940 Work Change Directive - Construction Manager at Risk Series

CMAR-941 Change Order - Construction Manager at Risk Series

CMAR-942 Field Order - Construction Manager at Risk Series

CMAR-943 Contract Amendment - Construction Manager at Risk Series

VOLUME II:

DIVISION 1: GENERAL REQUIREMENTS

00 01 07 Engineers’ Seals

01 10 00 Summary of Work

01 12 16 Sequence of Construction

01 21 01 Unit Bid Items

01 31 00 Project Management and Coordination

01 31 26 Electronic Communication Protocols

01 32 33 Photographic Documentation

01 33 00 Submittal Procedures

01 40 00 Quality Requirements

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01 42 00 References

01 43 33 Manufacturer’s Field Services

01 50 00 Temporary Facilities and Controls

01 60 00 Project Requirements

01 70 00 Execution Requirements

01 73 29 Cutting and Patching

01 75 00 Starting and Adjusting

01 77 00 Closeout Procedures

01 78 23 Operations and Maintenance data

01 78 36 Warranties

01 78 39 Project Record Documents

01 79 00 Demonstration and Training

DIVISION 2: EXISTING CONDITIONS

02 41 19 Selective Demolition

DIVISION 3: CONCRETE

03 11 00 Concrete Forming

03 15 00 Concrete Accessories

03 15 13 Waterstops

03 30 00 Cast-In-Place Concrete

03 60 00 Grouting

DIVISION 4: MASONRY

04 20 00 Unit Masonry

04 43 13 Adhered Stone Masonry Veneer

DIVISION 5: METALS

05 05 19 Post Installed Concrete Anchors

05 12 00 Structural Steel

05 21 00 Steel Joists

05 31 00 Steel Deck

05 40 00 Cold Formed Metal Framing

05 41 00 Pre-Engineered, Pre-Fabricated, Light Gauge Steel Roof Trusses

05 50 00 Metal Fabrications

05 51 00 Metal Stairs

05 52 13 Pipe and Tube Railings

DIVISION 6: WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

06 16 00 Sheathing

DIVISION 7: THERMAL AND MOISTURE PROTECTION

07 11 13 Bituminous Dampproofing

07 21 00 Thermal Insulation

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07 27 26 Fluid Applied Membrane Air Barriers

07 41 13 Standing Seam Metal Roof Panels

07 46 46 Fiber Cement Siding

07 62 00 Sheet Metal Flashing and Trim

07 72 53 Snow Guards

07 92 00 Joint Sealants

DIVISION 8: OPENINGS

08 11 13 Hollow Metal Doors and Frames

08 33 23 Overhead Coiling Doors

08 45 23 Insulated Translucent Fiberglass Skylights

08 71 00 Door Hardware

08 80 00 Glazing

DIVISION 9: FINISHES

09 22 16 Non-Structural Metal Framing

09 29 00 Gypsum Board

09 90 00 Painting and Protective Coatings

09 91 20 Painting

DIVISION 10: Specialties

10 40 00 Safety Signs

10 44 16 Fire Extinguishers

10 90 00 Identification, Stenciling, and Tagging

DIVISION 22: PLUMBING

22 00 00 Basic Plumbing Requirements

22 05 00 Common Work Results for Plumbing

22 05 19 Meters and Gauges for Plumbing Piping

22 05 23 General-Duty Valves for Plumbing Piping

22 05 29 Hangers and Supports for Plumbing Piping and Equipment

22 05 53 Identification for Plumbing Piping and Equipment

22 11 16 Domestic Water Piping

22 11 19 Domestic Water Piping Specialties

22 13 16 Sanitary Waste & Vent Piping

22 13 19 Sanitary Waste Piping Specialties

22 14 29 Sump Pumps

DIVISION 23: HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 Basic Mechanical Requirements

23 01 00 M&E Coordination

23 05 00 Common Work Results for HVAC

23 05 13 Mech/Elec Requirements for Mechanical Equipment

23 05 14 Motor Controllers

23 05 15 Variable Frequency Controllers

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23 05 29 Supports and Anchors

23 05 48 Vibration Control

23 05 53 Mechanical Identification

23 05 93 Testing, Adjusting, and Balancing

23 07 00 Mechanical Insulation

23 09 10 Electronic Control Systems

23 31 13 Metal Ductwork

23 33 00 Ductwork Accessories

23 34 13 Air Handling Fans

23 37 13 Air Outlets & Inlets

23 82 00 Terminal Heat Units

DIVISION 26: ELECTRICAL

26 00 00 Electrical General Provisions

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 29 Hangers and Supports for Electrical Systems

26 05 33 Raceways and Boxes for Electrical Systems

26 05 43 Underground Ducts and Raceways for Electrical Systems

26 05 53 Identification or Electrical Systems

26 05 73 Power System Studies

26 24 16 Panelboards

26 27 26 Wiring Devices

26 28 16 Enclosed Switches and Circuit Breakers

26 29 03 Low-Voltage Pilot Control Devices

26 41 00 Facility Lightning Protection

DIVISION 31: EARTHWORK

31 05 16 Aggregates for Earthwork

31 12 00 Selective Clearing

31 20 00 Earthwork

31 23 00 Excavation and Fill

31 23 10 Structural Excavation and Backfill

31 23 19 Dewatering

31 50 00 Excavation Support and Protection

DIVISION 32: EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Courses

32 14 23 Pavement

32 16 00 Curbs, Gutters, Sidewalks, and Driveways

32 92 13 Hydromulching

DIVISION 33: UTILITIES

33 01 10.58 Disinfection of Potable Water Piping and Tanks

33 05 05 Buried Piping Installation

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33 05 31 Thermoplastic (Polyvinyl Chloride) Utility Pipe

33 05 31.11 Polyvinyl Chloride Gravity Sewer Pipe

33 05 61 Concrete Manholes

DIVISION 40: PROCESS INTERCONNECTIONS

40 05 01 Piping System, Basic Materials and Methods

40 05 06 Coupling Adapters and Specials for Process Piping

40 05 07 Hangers and Supports for Process Piping

40 05 19 Piping System, Ductile Iron Pipe

40 05 24 Piping System, Steel Pipe

40 05 31 Thermoplastic Process Pipe

40 05 51 Common Requirements for Process Valves

40 05 61 Gate Valves

40 05 64 Butterfly Valves

40 05 65 Check Valves

40 05 78 Air Release and Vacuum Release Valves

40 05 91 Common Control Panel Requirements For Process Equipment

40 06 00 Schedules for Process Interconnections

40 08 00 Field Testing of Process Interconnections

40 42 13 Process Piping Insulation

40 61 00 Instrumentation and Control System General Provisions

40 61 01 Instrumentation and Control System References and Abbreviations

40 61 21 Instrumentation and Control System Testing and Commissioning

40 61 93 Control System Input-Output List

40 61 96 Control System Configuration

40 63 43 Programmable Logic Controllers (PLCs)

40 72 00 Level Measurement

40 73 00 Pressure Strain and Force Measurement

40 74 00 Temperature Measurement

DIVISION 43: PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE EQUIPMENT

43 31 13.13 Activated Carbon Liquid Purification Filters

DIVISION 44: POLLUTION AND WASTE CONTROL EQUIPMENT

44 43 00 Filter Media

APPENDICES:

APPENDIX A – Geotechnical Report by Kumar and Associates, Inc. date August 6, 2024 (Technical Data)

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4131-002-09 ENGINEERS’ SEALS PAGE OCTOBER 2025

SECTION 00 01 07

ENGINEERS’ SEALS PAGE

Plummer Associates, Inc.

1221 Auraria Parkway

Denver, CO 80204

SPECIFICATIONS:

Division 01

Division 02

09 90 00 Painting and Protective Coatings

10 40 00 Safety Signs

10 90 00 Identification, Stenciling, and Tagging

Division 31

Division 32

Division 33

40 05 01 Piping System, Basic Materials and Methods

40 05 06 Coupling Adapters and Specials for Process Piping

40 05 07 Hangers and Supports for Process Piping

40 05 19 Piping System, Ductile Iron Pipe

40 05 24 Piping System, Steel Pipe

40 05 31 Thermoplastic Process Pipe

40 05 51 Common Requirements for Process Valves

40 05 61 Gate Valves

40 05 64 Butterfly Valves

40 05 65 Check Valves

40 05 78 Air Release and Vacuum Release Valves

40 06 00 Schedules for Process Interconnections

40 08 00 Field Testing of Process Interconnections

40 42 13 Process Piping Insulation

Division 43

Division 44

SEALED BY:

Taylor M. Gertig, P.E.

PE #57138

tgertig Image tgertig Snapshot tgertig Text Box 10/03/2025

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Plummer Associates, Inc.

1221 Auraria Parkway

Denver, CO 80204

Division 26

40 05 91 Common Control Panel Requirements for Process Equipment

40 61 00 Instrumentation and Control System General Provisions

40 61 01 Instrumentation and Control System References and Abbreviations

40 61 21 Instrumentation and Control System Testing and Commissioning

40 61 93 Control System Input-Output List

40 61 96 Control System Configuration

40 63 43 Programmable Logic Controllers (PLCs)

40 71 00 Flow Measurements

40 73 00 Pressure, Strain and Force Measurement

40 74 00 Temperature Measurement

Luis M. Cantu, P.E.

PE # 66311

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Repella Consulting Engineers, Inc.

6444 Willow Broom Trail

Littleton, CO 80125

Division 03

04 20 00 Unit Masonry

05 05 19 Post-Installed Concrete Anchors

05 12 00 Structural Steel

05 21 00 Steel Joists

05 31 00 Steel Deck

05 40 00 Cold Formed Metal Framing

05 41 00 Pre-Engineered, Pre-Fabricated Light Gauge Steel Roof Trusses

05 50 00 Metal Fabrications

Gregory Repella, PE

PE #27990

Snapshot

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Eidos Architects

5400 Greenwood Plaza Boulevard

Greenwood Village, CO 80111

04 43 13 Adhered Stone Masonry Veneer

05 51 00 Metal Stairs 05 52 13 Pipe and Tube Railings

Division 06

Division 07

Division 08

09 22 16 Non-Structural Metal Framing

09 29 00 Gypsum Board

09 91 20 Painting

10 44 16 Fire Extinguishers

BY:

Lori Hanson

ARC-400684

9/25/2025

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BCER

14143 Denver West Parkway

Suite 550

Golden, CO 80401

Division 22

Division 23

Michael Schroeder, PE

PE #32983

END OF SECTION

Snapshot

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4131-002-09 SUMMARY OF WORK OCTOBER 2025

SECTION 01 10 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Project Identification and Contact Information.

2. Scope of Work.

3. Type of Contract.

4. Work under other contracts.

5. Limits of subcontractor participation.

6. Use of premises.

7. Owner's occupancy requirements.

8. Work restrictions.

9. Special Formats and Conventions.

10. Permits.

11. Other professional services.

1.2 REFERENCES

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1, apply to this Section.

B. Related Sections

1. Section 01 12 16 “Sequence of Construction” for requirements for the construction sequence of work during the construction of improvements at the existing facility.

2. Section 01 50 00 “Temporary Facilities and Controls” for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT IDENTIFICATION AND CONTACT INFORMATION

A. Project Identification:

1. Project Location: Well No. 7

B. OWNER: Town of Frisco

1. OWNER’S Representative: Ryan Thompson

C. ENGINEER: Plummer Associates

1. ENGINEER’S Representative: Taylor Gertig

1.4 SCOPE OF WORK

A. The Work, under this Contract, consists of furnishing all labor, supervision, equipment, tools, materials, transportation, services, and related items necessary for the construction and completions, start-up and placing in service the Project described in the following paragraphs.

1. The Work includes, but not necessarily limited to, construction of the following new

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facilities:

a. Driveway improvements.

b. Site grading and landscaping.

c. New treatment building.

d. New adsorption media treatment vessels.

e. Raw water piping modifications and a connection to the new vessels.

f. Chemical storage relocation.

g. Piping modifications at the existing Well 7 facility.

h. Miscellaneous Yard Piping, Instrumentation, and Electrical.

2. The Work includes the following items:

a. Clearing as required to complete the work.

b. Trench safety systems, groundwater dewatering, shoring, sheet piling, and earthwork required.

c. Site work, including clearing, stripping, grading, excavating, backfilling, compacting, and seeding.

d. Prior to final walk-through, the CONTRACTOR shall clean dirt and construction debris from the facilities including building electrical manholes and MCCs, walkways, and vaults and shall clean and touch-up paint all painted items.

e. Other facilities and services necessary for proper execution and completion of this Project.

3. Testing of all systems to ensure performance in accordance with manufacturer’s design and as specified herein; perform necessary adjustment as required, reporting proper functioning to ENGINEER; and all required plant start-up services in accordance with Section 01 75 00 “Starting and Adjusting”.

4. Unless otherwise specified, CONTRACTOR shall provide the following:

a. Temporary facilities and controls as specified in Section 01 50 00 “Temporary

Facilities and Controls”.

b. Provide quality control, material testing, field-testing, and related services in accordance with Section 01 40 00 “Quality Requirements”.

c. Provide training of OWNER’S operation and maintenance personnel in accordance with Section 01 78 23 “Operation and Maintenance Data”.

d. Field surveying required for support of construction operations.

e. Applicable permits, licenses and jurisdictional inspections, certificate of occupancy, and related work as necessary for OWNER to assume operation of facility.

5. CONTRACTOR shall adhere to the requirements of the “Town of Frisco Water Construction Standards” and the Town of Frisco Code, Chapter 180 “Unified Development Code,” as applicable.

1.5 TYPE OF CONTRACT

A. Project will be constructed under a single prime Construction Manager at Risk contract.

1.6 WORK UNDER OTHER CONTRACTS (NOT USED)

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1.7 LIMITS OF SUBCONTRACTOR PARTICIPATION PM TO DESIGNATE PARTICIPATION (NOT USED)

1.8 USE OF PREMISES

A. General: CONTRACTOR shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to areas where work is permitted.

2. OWNER Occupancy: Allow OWNER occupancy of Project site.

3. Driveways and Entrances: Keep driveways and entrances serving facilities clear and available to OWNER, OWNER'S employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1.9 OWNER'S OCCUPANCY REQUIREMENTS

A. OWNER Occupancy of Completed Areas of Construction: OWNER reserves the right to occupy and to place and install equipment in completed areas of Project, before Substantial Completion, provided such occupancy does not interfere with completion of the Work.

Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. ENGINEER will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied before OWNER occupancy for beneficial use.

2. Obtain a Certificate of Occupancy from authorities having jurisdiction before OWNER occupancy.

3. Before partial OWNER occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, OWNER will operate and maintain mechanical and electrical systems serving occupied portions of facilities.

4. On occupancy, OWNER will assume responsibility for maintenance and custodial service for occupied portions of building.

5. Maintain access to walkways, corridors, and other adjacent occupied or used facilities.

Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from OWNER and authorities having jurisdiction.

6. Provide not less than 72 hours’ notice to OWNER of activities that will affect OWNER’S operations.

1.10 WORK RESTRICTIONS PM TO CONFIRM HOURS AND HOLIDAYS

A. On-Site Work Hours: Refer to the Supplementary Conditions for working hours.

1. Saturday Hours: with written notification to OWNER 48 hours in advance.

2. Early Morning Hours: CONTRACTOR shall minimize early morning hours or late evening hours of work and shall comply with local requirements of authorities having jurisdiction for restrictions on noisy work. A variance shall be obtained before proceeding with the work.

3. Hours for Utility Shutdowns: The Well No. 7 facility is currently offline and is anticipated to remain offline for the duration of the project construction, until facility

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startup. Therefore, utility shutdowns for water delivery are not anticipated. Refer to section 01 12 16 “Sequence of Construction” for other utility shutdowns which will require coordination and approval from the OWNER.

4. Work shall not be performed on Sundays or OWNER Holidays. Refer to the Supplementary Conditions for the OWNER Holidays.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by OWNER or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify ENGINEER not less than two working days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without ENGINEER’S written permission.

1.11 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using a 50-division format and CSI "Master Format" numbering system.

1. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract

Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred, as the sense requires. Singular words shall be interpreted as plural and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by CONTRACTOR. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by CONTRACTOR or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

3. Additional meaning of language used may be found in the General Conditions Article

“Defined Terms and Terminology.”

1.12 PERMITS

A. Attention is directed to the requirements of the General Conditions regarding obtaining permits. The CONTRACTOR shall obtain and pay for all applicable permits in connection with the Work including a stormwater discharge permit. The Bid Prices shall include the costs for obtaining all required permits, as well as performing the work in accordance with the permit requirements. The fees associated with OWNER permits will be waived;

however, the CONTRACTOR shall be required to obtain the permits.

1.13 OTHER PROFESSIONAL SERVICES

A. Other Professional Services: ENGINEER(s) or engineering firms which may be retained by the

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CONTRACTOR or his subcontractors or vendors to fulfill engineering requirements of the Project during the construction phase.

B. When professional engineering services are required during the course of the Project, the CONTRACTOR shall comply with the requirements of Local Government Code and shall select and award on the basis of demonstrated competence and qualifications to perform the services for a fair and reasonable price and shall not select services or award contracts on the basis of competitive bidding.

1.14 SUBSTANTIAL COMPLETION

A. The definition of SUBSTANTIAL COMPLETION in the General Conditions shall be modified to include the following.

1. “Substantial Completion is further defined as (i) that degree of completion of the

Project’s operating facilities or systems sufficient to provide Owner the full time, uninterrupted, and continuous beneficial operation of the Work; and (ii) all required functional, performance, and acceptance or startup testing has been successfully demonstrated for all components, devices, equipment, and instrumentation, controls, and any required SCADA automation to the satisfaction of ENGINEER in accordance with the requirements of the Specifications.

2. All items shall be placed into operation prior to the date specified for substantial completion and shall remain continuously on-line following the date specified for substantial completion. The components shall not have any work items remaining that require the final items to be taken out of service following substantial completion, but still may require minor miscellaneous work and adjustment which does not prevent OWNER’S use of the project for its intended purpose.

3. To be considered as substantially complete and ready for operation, the following requirements shall be met:

a. Equipment shall be installed complete with the permanent electrical and instrumentation items complete and operable. Suppliers’ installation report shall be complete and furnished to ENGINEER.

b. Normal mode of operation shall be utilized including all automatic control features with associated interlocks and protection systems.

c. Structural and architectural items shall be sufficiently complete for the intended service and shall provide adequate protection of electrical and instrumentation equipment placed into operation.”

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

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4131-002-09 SEQUENCE OF CONSTRUCTION OCTOBER 2025

SECTION 01 12 16

SEQUENCE OF CONSTRUCTION

PART 1 - GENERAL

1.1 SUMMARY

A. The Well No. 7 facility is currently offline and is anticipated to remain offline for the duration of the project construction, until facility startup. Therefore, shutdowns for construction are not anticipated for the Well No. 7 water production facility. However, the Owner maintains first right to bring the facility into service. Additionally, the water distribution system, electrical supply, and sewer are in service and may require shutdowns for construction activities. The following requirements herein are specific to shutdown activities and apply if each respective utility is in service. Requirements not specific to shutdown activities apply to the project.

B. Schedules of connections, renovations and modifications required shall be submitted to the OWNER for approval and shall be coordinated throughout the entire construction period.

C. The CONTRACTOR shall prepare and submit a project schedule within 15 days of the preconstruction meeting or within 7 days of notice to proceed, whichever comes first, outlining the schedule and time requirements for each item involving an existing treatment unit, piece of equipment, and conveyance system. No payment shall be made until these items are received.

D. The CONTRACTOR shall notify the OWNER at least 14 days in advance and again 3 days prior to beginning work on a particular area, and coordinate with the OWNER the specific items to be isolated and duration for each. Obtain written approval from the OWNER prior to each shutdown. High flow conditions or equipment outages may require the rescheduling of an approved shutdown. Cost associated with rescheduling will be subsidiary to Project.

E. After startup and transfer of operation to the OWNER, the CONTRACTOR shall not operate valves or equipment in the facility unless directed to do so by the OWNER.

F. Prior to beginning work, the CONTRACTOR shall have onsite materials, equipment, and personnel necessary to complete the work in the time scheduled. The

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CONTRACTOR shall also perform tasks to the most complete state possible prior to shutdowns. Exposed bolts and nuts on valves or fittings which are to be disassembled shall be removed and replaced one at a time prior to shutdown to assure timely progress.

G. Access to components of the facility must be maintained at all times.

H. In general, new and existing equipment cannot be offline longer than 1 hour while piping and electrical connections are being made. Longer shutdowns for equipment may be possible. Coordinate with OWNER.

I. Existing plugged pipelines, in which water has been standing, shall be cleaned of debris prior to connecting to a new pipeline.

J. The CONTRACTOR shall coordinate and schedule each task necessary to complete work within the time allowed for the project. Specific connection coordination, shutdown, and out of service (downtime) limitations, are described, but not limited to, the specific items listed in PART 3.

K. The sequencing may require the CONTRACTOR to perform work such as installing temporary or permanent plugs, or diversion facilities in structures that are online.

The specifics related to flow diversion and temporary plugging means and methods are the responsibility of the CONTRACTOR; however, the CONTRACTOR'S proposed work operations and schedules shall be submitted to the OWNER for review. Costs for temporary piping and pumping, pipe connections, and related work shall be included in the scope of the project.

L. Facility Piping Interconnections Requirements:

1. Testing of pipes to be connected shall be completed and test reports furnished to the ENGINEER prior to making connections.

a. Plant water, drain, and potable water connections require advance notification and concurrence from the OWNER prior to isolating or shutting down the system for connection. Potable pipes should be flushed, and pressure tested prior to connection and disinfected following the connection. CONTRACTOR shall coordinate these items.

b. Reduce the number of shutdowns required for piping systems by combining connections at the same time, as feasible.

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c. Facility process piping connections are critical and shall be fully coordinated, expedited, and done in a continuous manner upon initiation. These pipes generally do not have isolation valves or parallel pipes and require shutting down the treatment process for connection.

d. Time shall be allowed for shutting down the process and dewatering the existing pipe and basin in addition to the actual connection time.

CONTRACTOR shall provide equipment, tools and labor to dewater the pipes for connections. This process water shall be contained in the facilities and not allowed to discharge over the ground or to the surface drainage systems.

e. Facility shutdowns must be coordinated with and approved by the

OWNER.

f. Potable water piping shall be cleaned, disinfected, and tested prior to placing into service. CONTRACTOR shall provide taps, flushing, and blow-off connections to flush and disinfect each pipe section and treatment unit.

1.2 RELATED SECTIONS

A. Division 0

B. Division 1

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 SUBSTANTIAL COMPLETION

A. CONTRACTOR shall be responsible for and shall coordinate the startup of the new facilities.

1. CONTRACTOR shall coordinate equipment startup activities with all suppliers.

2. CONTRACTOR shall be responsible for the work defined in Table A.1. and Table B.1. below.

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3. Ultimate responsibility for startup operations and schedule is the responsibility of the CONTRACTOR. Delays caused by equipment suppliers will not be grounds for additional contract days or financial compensation to the CONTRACTOR.

B. CONTRACTOR shall startup the new treatment facilities within the first 30 days of Substantial Completion. After startup the new treatment facilities shall operate continuously for 30 days without significant failures requiring the system to be offline for longer than 8 hours.

3.2 FINAL COMPLETION

A. Work associated with the project scope shall be complete.

3.3 FACILITY OPERATION

A. CONTRACTOR responsibility of operation of new or modified treatment facilities until substantially complete.

1. The CONTRACTOR will be solely responsible for the startup and operation of new treatment facilities until they are determined to be substantially complete and are turned over to the OWNER. The CONTRACTOR shall fill vessels, regulate flows, control the operation of equipment in the new facilities, and in other ways shall be responsible for overall operation during startup of new or modified treatment units. The CONTRACTOR shall consult with the OWNER’s staff about the impacts of the operation on the rest of the plant and on finished water quality. No flow may be delivered to the distribution system that does not meet the requirements of the EPA and CDPHE water quality regulations from treatment units under the operation of the CONTRACTOR.

Violations of water quality regulations for units under the operation of the CONTRACTOR that result in fines shall be paid by the CONTRACTOR.

3.4 POTABLE WATER REQUIREMENTS (NOT USED)

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Table A.1: Anticipated Electrical Shutdowns

Item No. Construction Activity

Electrical connection to Well 7 building: Tie in new power panel PP-2 to existing power panel PP-1 per drawings. Tie-in includes conduit installation, wire pulling, breaker installation, termination, load balancing if required, and testing. All associated work to be completed in accordance with NFPA 70E, NFPA 70, and project specifications.

Table B.1: Anticipated Coordination Activities

Item No. Construction Activity1

Coordinate with Owner and Frisco Sanitation District prior to the installation of sewer manholes and/or interruption of sewer service, if applicable.

1 OWNER maintains the right to enforce unplanned Coordination Activities.

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4131-002-09 UNIT BID ITEMS OCTOBER 2025

SECTION 01 21 01

UNIT BID ITEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements governing unit bid items.

1. Certain items are specified in the Contract Documents by unit bid item. Unit bid items have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. If necessary, additional requirements will be issued by Change Order.

B. Types of allowances include the following:

1. Unit-price bid item.

2. Contingency bid item.

C. Related Sections include the following:

1. Division 0 and Division 1 for procedures for submitting and handling Change Orders for unit bid items.

2. Divisions 2 through 50 Sections for items of Work covered by unit bid item.

1.3 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise ENGINEER of the date when final selection and purchase of each product or system described by a unit bid item must be completed to avoid delaying the Work.

B. At ENGINEER’s request, obtain proposals for each unit bid item for use in making final selections. Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected by ENGINEER from the designated supplier.

1.4 SUBMITTALS

A. Submit proposals for purchase of products or systems included in unit bid items, in the form specified for Change Orders.

B. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each unit bid item.

C. Coordinate and process submittals for unit bid items in same manner as for other portions of the Work.

1.5 COORDINATION

A. Coordinate unit bid items with other portions of the Work. Furnish templates as required to coordinate installation.

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1.6 UNIT BID ITEMS

A. Unit Bid Items shall include cost to CONTRACTOR of specific products and materials ordered by OWNER and/or selected by ENGINEER under unit bid item and shall include taxes, freight, and delivery to Project site.

B. Unless otherwise indicated, CONTRACTOR’s costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by OWNER and/or selected by ENGINEER under unit bid item shall be included as part of the Contract Sum and not part of the unit bid item.

1.7 CONTINGENCY BID ITEM

A. CONTRACTOR agrees that a contingency, if any, is for the sole use of the OWNER to cover unanticipated costs.

B. Use the contingency bid item only as directed in writing by ENGINEER for OWNER’s purposes and only by Change Orders that indicate amounts to be charged to the bid item.

C. CONTRACTOR’s overhead, profit, and related costs for products and equipment ordered under the contingency bid item are included in the unit bid items and are not part of any other Bid Item. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs. The contingency bid item is to be an all-inclusive cost for the work described in the Contingency Bid Item.

D. At Project closeout, credit unused amounts remaining in the contingency unit item to OWNER by Change Order.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by a unit bid item promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each unit bid item with related materials and installations to ensure that each unit bid item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF UNIT BID ITEMS

A. Bid Item No. 1 –A unit price bid item for additional split rail fence as described in Drawings , which shall include insurance, supervision, labor, materials, equipment, tools, incidentals and related items required for the fence, including, but not limited to, treated lumber, piers, and hardware, as specified and ordered in writing by the Owner. Payment will be made at the respective unit price set forth in the Contract. Refer to the Contract Drawings for approximate quantities.

B. Bid Item No. 2 – A unit price bid item for landscape rock as described in Drawings, which shall include insurance, supervision, labor, materials, equipment, tools, incidentals and related items required, including, but not limited to 3-inch to 6-inch river rock, as specified

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and ordered in writing by the Owner. Payment will be made at the respective unit price set forth in the Contract.

Refer to the Contract Drawings for approximate quantity and additional information.

C. Bid Item No. 3 – A unit price bid item for removing trees as described in Drawings, which shall include all insurance, supervision, labor, materials, equipment, tools, incidentals and related items required, ordered in writing by the Owner. Payment will be made at the respective unit price set forth in the Contract. Refer to the Contract Drawings for approximate quantity.

D. Bid Item No. 4 – A unit price bid item for planting trees as described in Drawings, which shall include all insurance, supervision, labor, materials, equipment, tools, incidentals and related items required, ordered in writing by the Owner. Payment will be made at the respective unit price set forth in the Contract. Refer to the Contract Drawings for approximate quantity

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4131-002-09 PROJECT MANAGEMENT AND COORDINATION OCTOBER 2025

SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on the Project including project meetings.

1.2 REFERENCES

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

B. Related Sections include the following:

1. Section 01 12 16 Sequence of Construction.

2. Section 01 31 26 Electronic Communication Protocols.

3. Section 01 32 16 Construction Progress Schedule.

4. Section 01 32 33 Photographic Documentation.

5. Section 01 33 00 Submittal Procedures.

6. Section 01 70 00 Execution Requirements.

7. Section 01 77 00 Closeout Procedures.

8. Section 01 79 00 Demonstration and Testing.

1.3 PROJECT COORDINATION

A. Construction Operations:

1. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

a. Schedule construction operations in sequence required obtaining the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

b. Coordinate installation of different components with other contractors to facilitate maximum accessibility for required maintenance, service, and repair.

c. Make adequate provisions to accommodate items scheduled for later installation.

d. Where availability of space is limited, coordinate installation of different components to facilitate maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Administrative Procedures:

1. Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to maintain orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

a. Preparation of Contractor's Construction Schedule.

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b. Preparation of the Schedule of Values.

c. Installation and removal of temporary facilities and controls.

d. Delivery and processing of submittals.

e. Progress meetings.

f. Project closeout activities.

2. Startup and adjustment of systems.

1.4 PROJECT MEETINGS

A. ENGINEER

1. The ENGINEER will schedule and conduct meetings and conferences at Project site, or virtually usings Microsoft Teams or equivalent meeting platforms unless otherwise indicated.

a. Attendees: Inform participants, others involved, and individuals whose presence is required, of the date and time of each meeting.

b. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees no later than 24 hours before meeting.

c. Minutes: Record significant discussions and agreements achieved. Distribute the meeting notes to those in attendance, those who are assigned action items, those from whom information is requested, and other project team members within 7 calendar days of the meeting.

B. Preconstruction Conference:

1. ENGINEER will schedule a preconstruction conference before starting construction, at a time convenient to OWNER and CONTRACTOR, but no later than 15 calendar days after execution of the Agreement. Hold the conference at Project site or another convenient location. Provide remote attendance via Microsoft Teams or equivalent meeting platform if desired by ENGINEER or OWNER. Conduct the meeting to review responsibilities and personnel assignments.

a. Attendees: Authorized representatives of OWNER, ENGINEER, and their consultants; CONTRACTOR and its superintendent; major subcontractors;

suppliers; and other concerned parties shall attend the preconstruction conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

b. Minutes: ENGINEER will record and distribute meeting notes.

C. Pre-installation, Milestone or Shutdown Meetings:

1. CONTRACTOR will conduct a pre-installation meeting at Project site before each construction activity that requires coordination with OWNER, operations or outside entities.

a. Record significant meeting discussions, agreements, and disagreements, including required corrective measures and actions.

b. Reporting: CONTRACTOR shall distribute minutes of the meeting to each party present and to parties who should have been present, as well as to the OWNER and ENGINEER.

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D. Progress Meetings:

1. Unless otherwise specified, CONTRACTOR shall conduct progress meetings at monthly intervals. Coordinate dates of meetings with OWNER and ENGINEER.

a. Attendees: In addition to representatives of OWNER and ENGINEER, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

b. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project such as submittals, RFI’s, change orders, old business, new business, and other topics as directed by ENGINEER.

1) Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule.

Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

c. Minutes: ENGINEER will record and distribute to CONTRACTOR the meeting notes.

d. Reporting: CONTRACTOR shall distribute ENGINEER’s notes of the meeting to each subcontractor present and to parties who should have been present.

1) Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

E. Facility Startup Meetings:

1. Schedule a minimum of two facility startup meetings. The initial meeting will be held prior to submitting Facility Startup and Performance Demonstration Plan as specified in Section 01 79 00 Demonstration and Testing.” The meeting shall initiate the preliminary discussions regarding the Plan.

2. Agenda items will include at a minimum: the objectives of the equipment testing and facility startup, what actions and work will be included, the coordination between the various parties, and potential problems associated with startup.

3. Attendees will include:

a. CONTRACTOR.

b. CONTRACTOR’S designated quality control representative.

c. Subcontractors and manufacturer’s representatives designate by CONTRACTOR.

d. ENGINEER’S representatives.

e. OWNER’S operating and maintenance personnel.

f. Others as required by Contract Documents.

g. Other Meetings: As requested by OWNER, ENGINEER, and CONTRACTOR.

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PART 2 - PRODUCTS – NOT USED

PART 3 - EXECUTION – NOT USED

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4131-002-09 ELECTRONIC COMMUNICATION PROTOCOLS OCTOBER 2025

SECTION 01 31 26

ELECTRONIC COMMUNICATION PROTOCOLS

PART 1 - GENERAL

1.1 SUMMARY

A. The ENGINEER will subscribe to and manage an Internet-based construction document management software system specific to this project.

B. The project website will provide server or secure internet space and secured access to staff members representing the OWNER, ENGINEER, and CONTRACTOR. Each user will have a separate log-in name and password to access the website.

C. Contract management related documents will be submitted, tracked, responded to, and made available to the OWNER, ENGINEER, and CONTRACTOR electronically.

1.2 REFERENCES

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

B. Related Sections include the following:

1. Section 01 31 00 Project Management and Coordination.

2. Section 01 32 16 Construction Progress Schedule.

3. Section 01 32 33 Photographic Documentation.

4. Section 01 33 00 Submittal Procedures.

5. Section 01 70 00 Execution Requirements.

6. Section 01 77 00 Closeout Procedures.

7. Section 01 79 00 Demonstration and Testing.

1.3 REQUIREMENTS

A. The CONTRACTOR will be required to make all submittals in electronic format, unless additional hard copies are requested. The required format will be confirmed and discussed at the pre-construction meeting. The chosen software product will support multiple file formats and provide viewing and markup capability. See software products in “Part 2 - Products” below.

B. The website includes a secure document management system for storing and making available to the project team the following:

1. Ability to store files and correspondence.

2. Latest drawings and specifications.

3. Project progress photos.

C. The website will include the following database driven applications. The system is designed to inform team members regarding new or updated documents and automatic task assignment and overdue notifications. The following items shall be entered, submitted, tracked, and responded to online.

1. Meeting Notes

2. Supplemental Instructions

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3. Field Reports

4. CTR (Certified Test Reports)

5. RFIs (Requests For Information)

6. CMR (Contract Modification Request)

7. Shop Drawings and Submittals

8. PCMs (Proposed Contract Modifications)

9. Change Orders

10. Field Orders

11. Contractor’s Daily Reports

12. RPR’s Daily Field Report

13. Testing Agency Reports

14. Contractor’s Storm Water Pollution Prevention Inspections

15. Applications for Payment with Schedule of Values

16. Payment Forecast Schedules

17. Construction Schedule

18. Other items necessary for successful completion of the Project

1.4 ARCHIVES

A. The chosen electronic project management application is capable of archiving all files on the website at a frequency desired by OWNER and ENGINEER.

B. All data from the website, such as RFIs, Submittals, etc. will be available in the archive for a period of 3 months past final completion of Project. OWNER and ENGINEER will maintain permanent electronic Project records in secure location(s) and format.

PART 2 - PRODUCTS

2.1 GENERAL

A. General information on the software product to be used can be obtained at the following website:

Procore www.procore.com E-mail: support@procore.com

2.2 SPECIFIC

A. The specific site used by the ENGINEER and administered by Procore, Inc., is located at:

https://login.procore.com/

PART 3 - EXECUTION

3.1 TRAINING:

A. One training session by the ENGINEER will be provided to the team members at the beginning of the project. Expenses for additional training, if desired by CONTRACTOR or necessary for effective use of the software, will be borne by the CONTRACTOR.

http://www.procore.com/ https://login.procore.com/

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3.2 SUPPORT:

A. Software support will be available from the software vendor to all users of the Project.

3.3 OPERATION:

A. CONTRACTOR shall maintain a PC system on the jobsite including high-speed internet access , the ability to scan documents, and the latest versions of software necessary for using Procore project management software.

3.4 DURATION:

A. The website will be active during construction and for a minimum of 3 months past final completion. The OWNER will have the option to continue using the website for the 3 month period after completion of the Project.

3.5 ARCHIVES:

A. All files on the website will be archived at the end of the Project. These archives will be made available to the OWNER to electronically download for permanent records.

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PLUMMER ASSOCIATES, INC.01 32 33 - PAGE 1 OF 4BID SET 4131-002-09PHOTOGRAPHIC DOCUMENTATION OCTOBER 2025

SECTION 01 32 33

PHOTOGRAPHIC DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes…