Addendum_1.pdf

Projects/24-053-201/Project/Construction/WWTP Phase 1/2. Contract Documents/Addendum No. 1/Addendum 1 Cover Sheet WC34C WWTP.docx

Wastewater Treatment Plant No. 3 Expansion

City of Rosenberg

ADDENDUM NO. ONE

August 6, 2026

1. Reference to Construction Drawings

a) Insert Electrical Drawings (Sheets 25 through 40), labeled “Addendum No.

1” into the previously issued construction drawings.

b) Minor modifications to accommodate Badger Meter, Inc. (Formerly Data

Flow Systems) SCADA installations and upgrades.

c) Replace Sheets 6 and 7 of 40 with modifications to the limits of the clearing and grubbing areas.

d) The Cover Sheet and Sheets 9 and 14 have minor revisions

i. Cover Sheet added Ms. Amanda J. Barta as the City Council member for At-Large Position 2

ii. Sheet 9 – corrects the dimensions of the gates

iii. Sheet 14 – corrects the dimensions of Chlorine Contact Basin.

2. Reference to Contract Documents

a) A proposal from Badger Meter Inc. (BMI) formerly Data Flow Systems

(DFS) has been added which outlines responsibilities for contractor-provided actions and materials and materials and scope for BMI.

Furthermore, all references – Contract Documents, Bid Proposal, Technical

Specifications, Construction Drawings and any other documentation referring to DFS shall mean and be interpreted as BMI. The legal entity

Data Flow Systems, Inc was dissolved and is now owned and managed by

Badger Meter, Inc.

3. Reference to Technical Specifications

a) Specifications to be added include:

i. Specification 08111 – Standard Steel Doors

ii. Specification 08112 – Standard Steel Frames

b) General Requirements, Section 0001 – general revisions to Page 1 only.

i. 1.01 (A.) shall read – Work under this contract includes, but is not limited to:

ii. 1.03 (B) shall read – The Contractor shall be required to coordinate

TBPELS F-17637

10195040

2500 Tanglewilde Street, Suite 300 | Houston, Texas 77063 | (281) 306-0240 | www.odysseyeg.com

08/06/2026

Projects/24-053-201/Project/Construction/WWTP Phase 1/2. Contract Documents/Addendum No. 1/Addendum 1 Cover Sheet WC34C WWTP.docx with the City for the referenced activities as required to facilitate construction and this shall be incidental to the contract and any bid

c) Revisions to existing specifications:

i. Specification 11231 – Sludge Collector Equipment

a. Dimensions and capacity of basin corrected

ii. Specification 11372 – Multistage Centrifugal Blowers

a. Attachment A has been corrected, two blowers only

iii. Specification 11400 – Aeration System

a. Basin sizes corrected

iv. Specification 15180 – Process Air Piping

a. Section 1.03 Measurement and Payment corrected.

4. Reference to the Bid Proposal

a) Remove and replace in its entirety the Bid Proposal with the included revised Bid Proposal Labeled Addendum No. 1

b) Items revised include:

i. Supplemental Items – most of these were deemed unnecessary so the two remaining items were added to the Wastewater Treatment

Section and the Supplemental Items Section was deleted

ii. Quantity revision for Clearing and Grubbing

iii. Item B29 was added. Contractor will be responsible for emptying and cleaning of existing basins prior to demolition.

iv. A bid item, B30 has been added for any removal and replacement of fencing needed for access to the outfall.

v. Allowance for SCADA integration was revised to match Scope of

Work added to the contract (See Addendum No. 1, Item 2)

5. Reference to Clearing and Grubbing:

The Clearing and Grubbing exhibit has been revised to encompass all areas included in the project. Specifically, the general clearing and grubbing area have been expanded and additional clearing and grubbing is required at the outfall area where the drainage swale enters the pipe and surrounding the existing MH.

6. Reference to Construction Access for the Outfall:

Access for work on the outfall shall be from the property along the 30’ access easement. Any fence removal needed for equipment shall be replaced as good as or better than the original. A bid item has been added for fence replacement.

2500 Tanglewilde Street, Suite 300 | Houston, Texas 77063 | (281) 306-0240 | www.odysseyeg.com

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2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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FORT BEND COUNTY, TX

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2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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FORT BEND COUNTY, TX

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FORT BEND COUNTY, TX

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2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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FORT BEND COUNTY, TX

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2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

2110 4th Street Rosenberg, Texas 77471

CITY OF ROSENBERG

FORT BEND COUNTY, TX

AB August 26

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2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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FORT BEND COUNTY, TX

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2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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FORT BEND COUNTY, TX

AB August 26

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2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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FORT BEND COUNTY, TX

AB August 26

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2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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FORT BEND COUNTY, TX

AB August 26

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FORT BEND COUNTY, TX

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FORT BEND COUNTY, TX

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FORT BEND COUNTY, TX

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FORT BEND COUNTY, TX

AB August 26

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FORT BEND COUNTY, TEXAS

2110 4TH STREET

Rosenberg, Texas 77471

NC 02/25

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[DATE]

02/25

[DATE]

[DATE]

EXISTING OUTFALL SITE

LAYOUT & PROPOSED

OUTFALL SITE LAYOUT

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24-059-200

ADDENDUM 1

WASTEWATER TREATMENT

PLANT NO.3 EXPANSION TO

0.095 MGD

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SHEET No.

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Scale: 1" = 1 Mile

FORT BEND COUNTY KEY MAP: 603Z

W.W.T.P. No. 3 SITE - 411 COTTONWOOD CHURCH ROAD, ROSENBERG, TEXAS 77471

FORT BEND COUNTY AREA MAP

CHARLES A. KALKOMEY, P.E.

City Engineer

DATE

RIGO CALZONCIN

Assistant City Manager

DATE

WASTEWATER TREATMENT PLANT NO.3

EXPANSION TO 0.095 MGD

2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

ODYSSEY JOB

No. ______________

THESE SIGNATURES ARE VOID IF CONSTRUCTION HAS NOT COMMENCED

WITHIN ONE (1) YEAR FROM DATE OF APPROVALS.

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JOB NO.

DATEAPPR.

DATECHKD.

DATEDWN.

DATEDSGN.

DATESURV.

BENCHMARK(S) / FLOODPLAIN

APPR. REVISION DATE

2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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NC 02/25

[INITIALS]

NC

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[DATE]

02/25

[DATE]

[DATE]

PROPOSED SITE LAYOUT &

GRADING AND DRAINAGE

I-24059200

24-059-200

WASTEWATER TREATMENT

PLANT NO.3 EXPANSION TO

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DATEAPPR.

DATECHKD.

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DATESURV.

BENCHMARK(S) / FLOODPLAIN

APPR. REVISION DATE

2500 Tanglewilde Street, Suite 300 Houston, Texas 77063 t: 281.306.0240 | www.odysseyeg.com TBPE No. F-17637

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FORT BEND COUNTY, TEXAS

2110 4TH STREET

Rosenberg, Texas 77471

NC 02/25

[INITIALS]

NC

JLE

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[DATE]

02/25

[DATE]

[DATE]

PROPOSED CHLORINE

CONTACT BASIN

I-24059200

24-059-200

3/8" = 1'-0"

WASTEWATER TREATMENT

PLANT NO.3 EXPANSION TO

0.095 MGD

605 John Rodes Blvd. Melbourne, Florida 32934 Phone: 321.259.5009

QUOTE 260730-01-RD

PROJECT NAME: WWTP #3 EXPANSION

UTILITY NAME: ROSENBERG, CITY OF

JULY 30, 2026

SUMMARY OF SCOPE

Badger Meter will provide or modify two RTUs as described below to control and/or monitor processes and associated equipment, as identified in this proposal. Materials, automation and field services included in this proposal are listed per RTU below.

SITE DETAILS

INFLUENT LIFT STATION- RTUXX1 ($18,592.00)

Enclosure: 20x24 4x 316 SS TCU800 Wall mount w/ Latch, DFS Mounting location: Per Engineer’s plans and specifications System ID: CITROS Communications: Radio (protocol: Legacy, freq: 218.225 MHz) PLC: No Panel Mount OIT: No UL - 508A: No Control Panel Materials:

Qty Item 1 TCU-800 With VDR Radio 1 Single Phase Surge Suppressor 1 TCU800, 316 SS Enclosure Assembly 1 TCU800, Harness 480V 3-Phase Upgrade Kit 1 Snap-In Install Kit w/Harness 1 480V 3-Phase protector 1 7aH battery 1 Polyphaser & RF Pigtail 1 RF Pigtail Provided Field Instrumentation:

Qty Item None RF Materials Furnished:

Qty Item 1 1' x 1” Glue-Type Heat Shrink 20 Band-it 9” coated SS cable tie 100 DFS RTC-400 LMR400-DB / foot 2 DFS RTC-400 coax connectors 1 RTA209 – VHF (217-220 MHz) 9.2 db Yagi Miscellaneous:

Qty Item 1 Base Page jelms Typewritten Text

Hardwired IO Summary:

Digital Inputs (DI) Digital Outputs (DO) Analog Inputs (AI) Analog Outputs (AO) Wired 20 3 2 0 Spare 0 0 0 0

Hardwired IO List:

Digital Inputs

BACKUP FLOAT CONTROL HIGH FLOAT HIGH LEVEL ALARM LAG FLOAT

LEAD FLOAT LOW FLOAT LOW LEVEL ALARM OFF FLOAT

PUMP 1 AUTO PUMP 1 HAND PUMP 1 OFF PUMP 1 OVERLOAD

PUMP 1 OVERTEMP PUMP 1 SEAL FAIL PUMP 2 AUTO PUMP 2 HAND

PUMP 2 OFF PUMP 2 OVERLOAD PUMP 2 OVERTEMP PUMP 2 SEAL FAIL

Digital Outputs

ALARM LIGHT PUMP 1 CALL PUMP 2 CALL

Analog Inputs

INFLUENT FLOW WET WELL LEVEL

Analog Outputs

None

STANDARD TCU800 I/O LIST:

The following I/O points are available with this product. On/Off, or Fault condition is indicated locally at the unit, and remotely at any SCADA HMI Workstation. Any monitoring point has the capability of being configured as an alarm in the SCADA software. Any unused points listed, i.e., there is no 3rd pump, is capable of being used to monitor/control other discrete devices. The Asterisk* indicates a physical wire connection to the TCU800. All other points are logic created by the TCU. Note: Current Monitoring stores all data locally to the TCU800 and does not transfer data over the radios.

TCU800 Monitor Points (DI & Logic)

1) Pump 1 Status*

2) Pump 1 Start Fault

3) Pump 1 Stop Fault

4) Pump 2 Status*

5) Pump 2 Start Fault

6) Pump 2 Stop Fault

7) Pump 3 Status*

8) Pump 3 Start Fault

9) Pump 3 Stop Fault

10) Pump 1 HOA in HAND

11) Pump 1 HOA in AUTO

12) Pump 1 HOA in OFF

13) Pump 2 HOA in HAND

14) Pump 2 HOA in AUTO

15) Pump 2 HOA in OFF

16) Pump 3 HOA in HAND

17) Pump 3 HOA in AUTO

18) Pump 3 HOA in OFF

19) Low Well Level Float*

20) Off Well Level Float*

21) Lead Well Level Float (spare DI if no floats)*

22) Lag Well Level Float (spare DI if no floats)*

23) Lag2 Well Level Float (spare DI if no floats)*

24) High Well Level Float*

25) Float Sequence Fault (n/a if no floats)

26) Auxiliary Discrete (or Pulse) Input*

38) Pump 2 Temp or Spare Digital Input 2*

39) Pump 3 Temp or Spare Digital Input 3*

40) Pump 1 Moisture or Spare Digital Input 4*

41) Pump 2 Moisture or Spare Digital Input 5*

42) Pump 3 Moisture or Spare Digital Input 6*

TCU800 Monitor Points (AI & Logic)

1) Well Level Transducer (4-20 mA)*

2) Well Level Transducer Input Fault

3) Analog Input 2 (4-20 mA)*

4) Analog Input 2 Fault

5) Analog Input 3 (4-20 mA)*

6) Analog Input 3 Fault

7) Analog Input 4 (4-20 mA)*

8) Analog Input 4 Fault

TCU800 Control Points (DO & Logic)

1) Pump 1 Control*

2) Pump 1 Disable

3) Pump 2 Control*

4) Pump 2 Disable

5) Pump 3 Control*

6) Pump 3 Disable

7) Total Station Disable

8) Alarm Horn Control*

9) Alarm Horn Disable

10) Alarm Light Control* jelms

27) Phase Voltage Fault

28) Phase Sequence Fault

29) Phase AB Voltage*

30) Phase AC Voltage*

31) RTU Memory Fault

32) AC Power Fault*

33) DC Bias Voltage Fault

34) Alarm Silence Button*

35) Alarm Horn Status

36) Alarm Light Status

37) Pump 1 Temp or Spare Digital Input 1*

11) Alarm Light Disable

12) Auxiliary Output*

13) Auxiliary Output Override

14) Auxiliary Output Disable

*Represents physical wire connection, all other points are logic

Current Monitoring Pump Current Monitoring via a total of three

(3) DFS-supplied current transformers (CTs) for simplex, duplex, and triplex stations.

Additional Site Details:

New Construction at an existing site. Existing RTU will be removed and handed back to the owner. City of Rosenberg typically includes spares, and requests Operator Interface Touchscreen in SCADA RTU.

Field Services:

Type Trips (Not to exceed) Onsite Hours / Trip (Not to exceed) Wire Termination (1 person) 1 8 Commissioning & Training 1 8 Punchlist Resolution 1 2

PLANT RTU - RTUXX2 ($42,859.00)

Enclosure: 48x36x12 4X 316 SS White Wall mount w/ 3 Point Latch with Deadfront, Saginaw Mounting location: Per Engineer’s plans and specifications System ID: CITROS Communications: Radio (protocol: Legacy, freq: 218.225 MHz) PLC: Yes Panel Mount OIT: Yes UL - 508A: Yes Control Panel Materials:

Qty Item

1 MBP-3

1 MBP-2

1 Power Supply Module 1 Telemetry Interface Module 1 Programmable Logic Controller (800) 1 PLC Bypass Card 2 Digital Monitor Module 1 Analog Monitor Module 1 19" Operator Interface Terminal 3 Battery, 7 Amp hour 1 Power supply, 24 VDC 100 Watt 1 Relay, 14mm, 110 VAC 1 Ground Bus Bar Kit 1 Single Phase Surge Suppressor 1 Transient Filter Shield 1 DC Bias Surge Protector 2 Analog Isolator, 1 Channel 1 Circuit Breaker, 10A 1 Coaxial Surge Protector 1 Light Fixture, 12" LED 1 Light Switch Motion Sensor jelms

1 Outlet, 15 Amp, Single 1 OIT Computer Kit 4 Terminal block, Field, Analog, Multi-level 28 Terminal block, Field, Digital, Multi-level 2 Terminal block, Field, Endplate, Multi-level 1 Network switch, Moxa, 5 RJ45, DIN mount, Unmanaged Provided Field Instrumentation:

Qty Item None RF Materials Furnished:

Qty Item 1 1' x 1” Glue-Type Heat Shrink 20 Band-it 9” coated SS cable tie 200 DFS RTC-600 LMR600-DB / foot 2 DFS RTC-600 N-Type Male coax connector 1 FCC Licensing Services 1 RTA209 – VHF (217-220 MHz) 9.2 db Yagi Miscellaneous:

Qty Item 1 Base Page Hardwired IO Summary:

Digital Inputs (DI) Digital Outputs (DO) Analog Inputs (AI) Analog Outputs (AO) Wired 19 0 2 0 Spare 9 0 2 0

Hardwired IO List:

Digital Inputs

ATS IN EMERGENCY BLOWER 1 FAULT BLOWER 1 RUNNING BLOWER 2 FAULT

BLOWER 2 RUNNING BLOWER 3 FAULT BLOWER 3 RUNNING CHEMICAL FEED PUMP 1 STATUS

CHEMICAL FEED PUMP 2

STATUS

CLARIFIER ALARM CLARIFIER HIGH TORQUE CLARIFIER RUNNING

GENERATOR FAULT GENERATOR RUNNING LOW AIR HEADER PRESSURE NPW PUMP 1 FAULT

NPW PUMP 1 RUNNING NPW PUMP 2 FAULT NPW PUMP 2 RUNNING

Digital Outputs

Analog Inputs

BLEACH TANK LEVEL EFFLUENT FLOW

Analog Outputs

Process: MONITOR ONLY Instruments: BLEACH TANK LEVEL, EFFLUENT FLOW Devices: CLARIFIER, CHEMICAL FEED PUMP 1 & 2, NWP PUMP 1 & 2, BLOWERS 1, 2 & 3 Automation: None No Lockouts – Monitor only Alarms will be configured on SCADA Server

Additional Site Details:

New Construction at an existing site. Existing RTU will be removed and handed back to the owner. City of Rosenberg typically includes spares, and requests Operator Interface Touchscreen in SCADA RTU.

Field Services:

Type Trips (Not to exceed) Onsite Hours / Trip (Not to exceed) Wire Termination (1 person) 1 7 Commissioning & Training 1 10 Punchlist Resolution 1 7

PROJECT DETAILS

Badger Meter Scope of Work:

Badger Meter will assemble, program, and or modify control panels and or automation programming and custom screens as described above and then test them in our facility. After testing is complete, DFS will ship above described RTUs and or RTU upgrades to the location designated by the customer. Any listed antenna system will be installed by DFS unless otherwise indicated above.

Panel construction and or modifications will maintain standard DFS materials and wiring practices unless noted otherwise.

Any conduit provided by DFS will be flex or rigid PVC, unless otherwise noted.

DFS will complete all configurations at the central site and provide on-site start-up services and operator training unless otherwise indicated above.

Submittals and O&M Manuals will be distributed via electronic mail in Adobe PDF format. This quote includes

(3) printed and bound copies of the Submittal, (3) printed and bound copies of the O&M Manual (including a USB flash drive with electronic copy and all applicable PLC and or server logic code) as well as a set of waterproof as-built drawings (when applicable) for each RTU. Additional printed Submittal, O&M Manual or drawing set copies are available at $35.00 each. For projects consisting of programming only with no panel manufacturing or modification, this quotation may be used for approval in lieu of a submittal. Please feel free to contact Badger Meter with any questions concerning this project or changes in your telemetry system.

Site Readiness It is the responsibility of others to ensure that site(s) are ready for scheduled work and to coordinate the presence of technical personnel or specialists required for support to be on site or readily available.

Additional trips and/or site-services resulting from the lack of site readiness may be billed on a time and material basis.

Standard System Operation Methodologies:

DFS standard methodologies employed throughout the utility’s current control system will be used to maintain operational continuity.

Each device controlled will be done so using software device controllers. Software device controllers have operator defined Min, Max, and Manual Control set points as well as a Current status in addition to the device controller basic and operational criteria. The Min and Max set points define in percent the range the devices are permitted to operate during the automatic process. The Manual Control set point defines the device operation when called to operate in manual. The Manual Control set point is overridden when the device is made available to the automatic process.

When applicable, rate or speed of a device will be governed using the process controller in the process description.

When the process variable instrument registers a value to operate a device based on the Start operation set point, in excess of 10 seconds, the assigned device will be called to operate. The device will continue to operate until a Stop operation set point value had been obtained in excess of 10 seconds. When multiple devices are required to operate, each device will function in a similar manner.

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Device controllers with automatic algorithms will maintain the following basic and operational criteria. Each device will be monitored for Local/Remote (HOA in Auto equals "Remote") and Run Status if available. If a controlled device is not equipped with a HOA switch it will always be considered in Remote. If a controlled device is not equipped with a Run Status it will always be considered as operating correctly. The controls for each device will include a Manual/Auto and either a Stop/Start, Open/Close or other appropriate control. The digital input from the device's HOA determines its availability for control by the SCADA system, "Remote" being the permissive signal for SCADA control. The software Manual/Auto control dictates whether the device will be controlled manually or automatically via SCADA. A device is considered available to the automatic process when it is in "Remote" and "Auto" and the device has not failed. A device is deemed "failed" when it has been called to operate by the automatic process and the device status indication has not operated as expected in excess of 30 seconds. To clear a device fail condition, simply place the device back into "Manual" or "Local" until the condition has cleared.

All set points residing in the PLC will have default factory values when shipped. The set points can then be modified by an operator via SCADA or available HMIs as needed. New set point values will be retained in the PLC in the event of a power cycle.

GRAPHICAL DISPLAYS

Custom graphical displays of telemetry/project data will be built in the DFS Systems Engineering style. The graphical displays, if applicable, provided for under this proposal are P&ID type in nature. The screen/displays will show basic process flow and instrumentation placement relative to this flow. Device control will also be provided using a standardized set of control objects employed by Badger Meter. Control operators are color coded and used consistently across multiple platforms. HMI screens are developed during the programming phase of a project. A copy of the HMI screens, if applicable, will be submitted for review upon completion.

Additional Details

Hardwired I/O Requirements:

a. All digital inputs to the DFS RTU will be of a dry contact type, terminal connections to be provided by the MCC manufacture/contractor/customer.

b. DFS digital inputs utilize a 24 VDC battery backed bias. In cases where voltage drop from long wire runs makes 24 VDC impractical or where existing monitoring of contacts is done with 120 VAC, 120 VAC will be used.

c. Mixing of multiple sources of power will not be permitted.

d. All digital outputs from DFS RTU will be dry contacts and provide for 120VAC at 10amp capacity.

e. All analog inputs signals will be 4-20mA (preferred) or 0-5VDC, and use Shielded Cable.

f. 4-20 mA signals at minimum to provide 500-ohm impedance drive.

g. All pulse inputs to be dry contact, and mechanically operated.

h. All penetrations must be made to the bottom of the enclosure unless coordinated with DFS prior to submittal completion.

i. The field terminal blocks in the DFS RTU provide for stranded wire with a maximum size of 12AWG.

Work to be Performed by Contractor/Others:

a. RTU installation.

b. All required panel mounting structures and related hardware are to be provided and installed by others.

c. Make site and personnel available to operate system as needed when work is scheduled.

d. Conduit, signal and 120 VAC power to the DFS panel will be provided and installed by electrical subcontractor, in accordance with NEC. AC service wires, digital signal wires and analog circuit wires shall not occupy the same conduits. The field terminal blocks in the DFS RTU provide for stranded wire with a maximum size of 12AWG. (also refer to Hardwired I/O Requirements listed above)

e. Wire terminations external to the DFS RTU(s) is the responsibility of contractor/others.

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f. Providers of the Electrical Service are responsible for the quality of the power supplied. Any requirements to improve quality; isolation transformer, filtering or UPS shall be provided by the contractor/others.

g. Provide and install all required instrumentation and associated material.

h. Surge protection to protect devices outside of the DFS RTU panel is the responsibility of instrumentation/device providers/others. Providers of instrumentation, devices and services are responsible for signal/noise quality to meet the requirements of the control/telemetry system.

i. Conduit for tower/antenna coax cable. This conduit shall be 1” minimum and routed from base of proposed tower installation to DFS RTU panel for coaxial cable. All bends shall conform to NEC for smooth radius (lead sheath) bends 11” min. No LB’s or right-angle fittings are permitted on this conduit.

j. It is the responsibility of the contractor to coordinate tower location with the owner/engineer.

k. Contractor must schedule DFS tower installation services prior to the application of any shell and/or rock at the site, otherwise contractor is responsible for keeping a 6’ x 6’ area clear for the tower foundation.

l. Grounding and Bonding of the antenna tower, tower ground rod, RTU and Power Utilities ground rod is the responsibility of others. The grounds lugs and taps for all need to be bonded together using a continuous single 6 AWG solid bare copper wire. Improper grounding will void the DFS lightning and surge warranty.

m. All required underground locate information must be provided before DFS installation services can be scheduled. DFS will provide an underground locate information form. The Contractor will be the underground locate Point of Contact. The Contractor must provide a contact name and phone number for use by locate services should they need to gain access to a secured construction area or are unable to find the site based on locate info provided by Contractor.

n. Demolition, removal and/or relocation of existing equipment where required.

o. Any required permitting and associated fees.

Utility Submittal Involvement

A submittal copy will be issued to the utility for review during the submittal phase. Inputs from the utility are expected to be included with submittal comments and/or approval.

Spare Parts: ($16,164.00) Qty Item 1 Power Supply Module 1 Telemetry Interface Module 1 Programmable Logic Controller (800) 1 Digital Monitor Module 1 Analog Monitor Module 1 TCU-800 With VDR Radio 1 Relay, 14mm, 110 VAC 1 Single Phase Surge Suppressor 1 Transient Filter Shield 1 DC Bias Surge Protector 1 Analog Isolator, 1 Channel 1 Coaxial Surge Protector 1 Network switch, Moxa, 5 RJ45, DIN mount, Unmanaged

Lead Time

Submittal: Approximately 60 days, after acceptance of order and any required documentation.

Equipment: Approximately 150 days, after receipt of approved submittal.

Pricing & Terms:

This quotation totals $77,615.00. This proposal will be honored for 90 days. Badger Meter will submit an invoice for each activity and payment schedule is as follows:

25% Mobilization (upon submittal approval) 55% Delivery of Product 15% Start Up 5% Completion of Punch List items

DAVIS BACON WAGES APPLY TO THIS PROJECT AND HAVE BEEN INCLUDED IN LABOR RATES IN THIS

QUOTATION.

QUOTATION NOTES:

1. Only those items and services specifically listed above are included in this quotation.

2. Pricing includes all applicable taxes. If you are tax-exempt, notify DFS, and the pricing in the contract documents will reflect the removal of taxes. A copy of your tax-exempt certificate will be required.

3. All items shipped will be billed at the time of shipment. Shipping is included.

4. The estimated lead times are subject to change based on component availability, global supply chain constraints, or credit review.

5. This quotation is made subject to the terms and conditions found on the following link:

https://smartcoversystems.com/wp-content/uploads/2025/04/smartcover-terms-conditions.pdf

6. DFS applies a 3.5% surcharge on all invoices paid via MasterCard and/or Visa credit cards.

7. Pricing stipulates that: (a) DFS/SmartCover crews will have access to work site(s) to perform their work during all daylight hours, seven (7) days a week, including holidays, and (b) worksite(s) are accessible by conventional two-wheel drive vehicles.

8. This quotation specifies that the Purchaser accepts our current insurance provider(s) and policy coverage.

Insurance information is available upon request.

9. DFS/SmartCover prefers that our Standard Agreement of Sale be adopted as the contract establishing the terms under which we will participate in this project.

10. Unless explicitly stated in this quotation, the Purchaser or Owner is responsible for obtaining all necessary permits, drawings, and certificates required for the project. Quotations do not include any required permitting, sealed drawings, or associated fees.

11. DFS/SmartCover employees will not enter "Confined Spaces" and/or "Permit-Required Confined Spaces" as OSHA defines. Others shall perform any such requirement.

12. All electrical equipment to be accessed by DFS/SmartCover employees must be temporarily removed from service during the performance of their scope of work.

13. DFS/SmartCover will file FCC license application(s) for each radio site upon receipt of the order. If an order is canceled, the FCC license fees will remain payable at $500.00 per radio site.

14. DFS/SmartCover will coordinate the RTU radio address directly with the UTILITY/END-USER to ensure adherence to any existing numbering scheme and to consider methods for achieving optimal polling loop efficiency.

15. All DFS/SmartCover supplied TCU and RTU204 stainless-steel enclosures are painted white with “Polane® T Polyurethane Enamel” to meet internal heat requirements, as well as providing superior appearance and durability. This quotation takes exception to any specification for powder-coating (Polane will be utilized).

Our warranty does not require sunshields and/or air conditioning and shall not be supplied under this scope, regardless of specification.

16. Antenna requirements are based on radio studies performed by DFS/SmartCover. The calculations are jelms proprietary software algorithms and other trade secrets that are considered confidential. Radio study "summaries" and topographical maps are general and can be provided during the submittal process when requested.

17. This quotation outlines responsibilities that fall under the Purchaser. The Purchaser must ensure the site is adequately prepared for DFS/SmartCover when work is requested. If the site is not prepared, if any additional work is required due to incomplete tasks that are the responsibility of others, or if the Purchaser requests extra work, these will be billed on a time-and-materials basis and may require a return trip charge of at least $2,500.00.

18. If a Purchaser cancels any onsite service less than five (5) business days before the service, a cancellation charge of at least $2,500.00 will be invoiced to the Purchaser.

19. DFS-branded products carry a one (1) year warranty against defects in material and workmanship. All Plug-in Function Modules, Telemetry Control Units, Power Supply Modules, and Radio Interface Modules carry an extended two (2) year return-to-factory warranty and are covered against damage due to lightning and surge for the entire warranty period when installed per factory-approved requirements. When DFS-branded products are installed or commissioned (start-up services) by DFS/SmartCover personnel, the three-year warranty is validated, and a one-year onsite warranty is included.

Odyssey Engineering Group Technical Specifications 8111 – Standard Steel Doors

08111-1

SECTION 08111

STANDARD STEEL DOORS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fire rated, thermally insulated steel doors and panels.

B. Louvers. Glass and glazing.

1.02 RELATED SECTIONS

A. Section 08112 - Standard Steel Frames.

B. Section 08700 - Hardware.

C. Section 09800 - Painting: Field painting of doors.

1.03 REFERENCES

A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People.

B. ASTM A525 - Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process.

C. ASTM A525M - Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process [Metric].

D. ASTM C236 - Test Method for Steady-State Thermal Performance of Building Assemblies by Means of a Guarded Hot-Box.

E. ASTM E152 - Methods of Fire Tests of Door Assemblies.

F. ASTM E413 - Classification for Determination of Sound Transmission Class.

G. DHI (Door Hardware Institute) - The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware.

H. NFPA 80 - Fire Doors and Windows.

I. NFPA 252 - Fire Tests for Door Assemblies.

J. SDI-100 - Standard Steel Doors and Frames.

K. UL 10B - Fire Tests of Door Assemblies.

1.04 SUBMITTALS FOR REVIEW

A. Section 01300 - Submittals: Procedures for submittals.

B. Product Data: Indicate door configurations, location of cut-outs for hardware reinforcement.

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08111-2

C. Shop Drawings: Indicate door elevations, internal reinforcement, closure method, and cut-outs for glazing, louvers, and finishes.

1.05 QUALITY ASSURANCE

A. Conform to requirements of SDI-100 and ANSI A117.1.

B. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three (3) years documented experience.

1.06 REGULATORY REQUIREMENTS

A. Fire Rated Door and Panel Construction: Conform to NFPA 252.

B. Installed Door and Panel Assembly: Conform to NFPA 80 for fire rated class as scheduled.

1.07 DELIVERY, STORAGE, AND PROTECTION

A. Section 01600 – Material and Equipment: Transport, handle, store, and protect products.

B. Accept doors on site in manufacturer's packaging. Inspect for damage.

C. Break seal on site to permit ventilation.

1.08 PROJECT CONDITIONS

A. Section 01039 - Coordination and Meetings.

B. Coordinate frame installation with size, location, and installation of service utilities.

C. Coordinate the work with door opening construction, door frame, and door hardware installation.

D. Sequence installation to ensure wire connections are achieved in an orderly and expeditious manner.

PART 2 PRODUCTS

2.01 STEEL DOOR CONSTRUCTION

A. All doors shall be reinforced for mortise template hardware. Provide universal reinforcements for surface door closers for present and future application. Preparation of doors for all template hardware shall be in accordance with manufacturer’s standards for mounting and dimensions. All hardware shall be field installed. All locks and panic exit devices shall be provided with ASA 115.1 type strikes.

B. Flush metal surface sheets shall be cold-rolled stretcher leveled steel, 20 gauges. Surface sheets shall be permanently bonded to core material to provide for absolute surface flatness. On vertical edges of doors where surface sheets are joined together, the joints shall be made invisible by continuous welding.

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08111-3

C. Doors shall be reinforced, stiffened, sound-deadened and insulated with specially treated Kraft honeycomb cores completely filling the inside of the doors and permanently bonded to both surface sheets under heat and pressure for uniform support and surface flatness of the entire door area.

D. Doors having glass lights shall have glass moldings to frame the complete perimeter of the glass light openings with full mitered corners. Moldings shall be snap-in type, with no visible fastenings.

PART 3 EXECUTION

3.01 EXAMINATION

A. Section 01039 - Coordination and Meetings: Verification of existing conditions before starting work.

B. Verify that opening sizes and tolerances are acceptable.

3.02 GENERAL WORKMANSHIP

A. All doors and frames shall be the best standard products as shown on the Drawings and shall be manufactured by a nationally recognized manufacturer.

B. All bolts, anchors, connection members, sleeves and clips shall be provided as necessary for proper anchorage and support of all work, except as specified. All anchors shall be coated with an approved bituminous paint. Machine screws and bolts in concealed locations may be galvanized or cadmium plated steel.

3.03 INSTALLATION

A. Install doors in accordance with SDI-100 and DHI.

B. Coordinate installation of glass and glazing.

C. Install door louvers, plumb and level.

D. Coordinate installation of doors with installation of frames specified in Section 08112 and hardware specified in Section 08700.

3.04 SHOP COAT

A. Provide baked-on coat of rust inhibiting paint to all surfaces, applied by brush, followed by a baked- on coat of best quality white lead and oil, gray color. Finish painting is included in Section 09800 - Painting.

END OF SECTION

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Technical Specifications 8112 – Standard Steel Frames

08112-1

SECTION 08112

STANDARD STEEL FRAMES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fire rated, thermally insulated steel frames.

1.02 RELATED SECTIONS

A. Section 04100 Mortar & Masonry Grout: Masonry grout fill of metal frames.

B. Section 08111 - Standard Steel Doors.

C. Section 08700 - Door Hardware: Hardware, silencers, and weather stripping.

1.03 REFERENCES

A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People.

B. ASTM A525 - Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process.

C. ASTM A525M - Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process [Metric].

D. ASTM E152 - Methods of Fire Tests of Door Assemblies.

E. DHI - Door Hardware Institute: The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware.

F. NFPA 80 - Fire Doors and Windows.

G. NFPA 252 - Fire Tests for Door Assemblies.

H. SDI-100 - Standard Steel Doors and Frames.

I. UL 10B - Fire Tests of Door Assemblies.

1.04 SUBMITTALS FOR REVIEW

A. Section 01300 - Submittals: Procedures for submittals.

B. Product Data: Indicate frame configuration and finishes.

C. Shop Drawings: Indicate frame elevations, reinforcement, anchor types and spacings, location of cut-outs for hardware, and finish.

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1.05 QUALITY ASSURANCE

A. Conform to requirements of SDI-100 and ANSI A117.1.

B. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience.

1.06 REGULATORY REQUIREMENTS

A. Fire Rated Frame Construction: Conform to NFPA 252.

B. Installed Frame Assembly: Conform to NFPA 80 for fire rated class same as fire door.

1.07 DELIVERY, STORAGE, AND PROTECTION

A. Section 01600 - Material and Equipment: Transport, handle, store, and protect products.

B. Accept frames on site in manufacturer's packaging. Inspect for damage.

1.08 PROJECT CONDITIONS

A. Section 01039 - Coordination and Meetings.

B. Coordinate the work with frame opening construction, door, and hardware installation.

C. Sequence installation to ensure wire connections are achieved in an orderly and expeditious manner.

PART 2 PRODUCTS

2.01 DOOR FRAME CONSTRUCTION

A. Frames shall be of materials specified, corners mitered and welded, and all exposed joints dressed, reinforcement at heads and jambs formed as an integral part of frames or in lieu thereof, steel channel reinforcement welded at heads and angle reinforcements at jambs.

B. Adjustable anchors of 14-gauge corrugated metal and of 12” length shall be provided for anchorage of frames to masonry.

C. Anchors shall be provided at three (3) points of each door jamb. Six (6) anchors to each frame.

D. Frames extending to floor shall be anchored to rough floor construction with 21-gauge steel angle clips welded to back of each jamb and bolted to floor with two (2) ¼” expansion bolts; one (1) bolt to each side.

E. Frames shall be filled solid with grout at masonry. Employ accurate templates at factory for hardware and cut-outs; reinforce, drill and tap for same. Secure cover boxes to frames at back of hardware cut-outs.

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F. The edges of frames in contact with finish wall surfaces shall be finished with a return finished butt edge as shown on the Drawings.

PART 3 EXECUTION

3.01 EXAMINATION

A. Section 01039 - Coordination and Meetings: Verification of existing conditions before starting work.

B. Verify that opening sizes and tolerances are acceptable.

3.02 GENERAL WORKMANSHIP

A. All doors and frames shall be the best standard products as shown on the Drawings and shall be manufactured by a nationally recognized manufacturer.

B. All bolts, anchors, connection members, sleeves and clips shall be provided as necessary for proper anchorage and support of all work, except as specified. All anchors shall be coated with an approved bituminous paint. Machine screws and bolts in concealed locations may be galvanized or cadmium plated steel.

3.03 INSTALLATION

A. Install frames in accordance with SDI-100 and DHI.

B. Coordinate with masonry wall construction for anchor placement.

C. Coordinate installation of glass and glazing.

D. Coordinate installation of frames with installation of hardware specified in Section 08700 and doors in Section 08111.

E. Erect frames accurately and plumb, in true alignment with walls, anchoring properly to wall and floor. Brace rigidly in place until masonry work is complete. Protect frames until building is occupied by Owner.

3.04 SHOP COAT

A. Provide baked-on coat of rust…