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SECTION 00930

ADDENDUM NO. 3 CONTRACT 587-15-C-13 (81) LOWER HOWARDS CREEK

WATER TREATMENT PLANT WINCHESTER MUNICIPAL UTILITIES

CLARK COUNTY, KENTUCKY

October 17, 2017

The attention of contractors bidding the titled contract is called to the following additions, substitutions, or deletions to the Drawings and /or Specifications. A. SPECIFICATIONS

1. Section 02300 – Earthwork a. Bedrock shall be defined as per article 2.01.C on page 02300-5. 2. Section 07136 – Self-Adhering Sheet Waterproofing a. Delete this section. 3. Section 09400 – Thin Set Epoxy Terrazzo Flooring System a. Delete this section. 4. Section 10522 – Fire Extinguishers a. This section is being added as Attachment 1. 5. Section 11214 – Vertical Turbine Water Pump Equipment

a. In article 2.01.S.2.a on page 11214-7, add an article 6 which reads “The pumps shall have curves that allow the pump’s output to vary at least 20 percent below and 20 percent above the specified design capacity. For example the large high service pumps have a specified design capacity of 3125 gpm so the pump shall be able to produce water at least in the range of 2500 gpm (80% of 3125) to 3750 gpm (120% of 3125).” This is to allow the pumps a reasonably

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wide adjustment range when only 1 pump is operating since the flow is being controlled by a flow control valve instead of a variable speed drive.

b. In article 2.01.S.2.b on page 11214-8, change the “Min Pump Bowl

Effic. @ Design Capacity for the Large Capacity Condition” from “82 %” to “80 %”.

6. Section 11235 – Stainless Steel Inclined Plate Settlers

a. In article 2.03.p on page 11235-4, change the number of plates per row from 57 to 140.

b. In article 2.05.G on page 11235-4, replace the sentence which says

“If each plate does not have a top tube, then plate material shall be 22 gauge, T-304 stainless steel” with “If each plate does not have a top tube, then plate material shall be 22 gauge, T-304 stainless steel or shall have another type of top flow control device such as a minimum 14 gauge type 304 stainless steel angle.”

7. Section 11242 – Chemical Systems Equipment

a. Disregard any reference to mixers throughout the spec, the only chemical system mixer is included in the lime system spec.

8. Section 11243– Bulk Lime Slurry System

a. In article 1.04.A.1 on page 11243-2, replace the sentence which

reads “Thirty percent lime slurry will be delivered to the bulk storage system and then diluted in the tank to 20 percent” with the following “Lime will be delivered to the bulk storage system as a minimum 30 percent slurry or the concentration necessary so that it may be fed undiluted to the treatment system, or it may be diluted as needed prior to being fed into the treatment system. In either case the slurry being fed to the treatment system shall not settle out or clog the piping. “

b. Replace article 1.06.A on page 11243-2, with the following “The

manufacturer/supplier shall provide an installation list, with contact information, of at least 10 successful installations, of which at least 1 must have been in operation more than 10 years.”

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c. In article 1.08.A on page 11243-3, replace “manufacturer” with “manufacturer/contractor”.

d. In article 1.08.B on page 11243-3, replace “manufacturer’s” with

“manufacturer’s/contractor’s”. 9. Section 11244 – Potassium Permanganate Loading, Storage and feed

System

a. In Paragraph 2.04.D on page 11244-3, add the following sentence: “Optionally the controls may be wall-mounted beside the feeder system. The controls shall be mounted in such a manner as to maintain NEC clearance around the control panel and such that maintenance access to the feeder system is not impeded.”

10. Section 13200 – Fiberglass Reinforced Plastic Storage Tanks

a. Disregard any reference to mixers or baffles in chemical tanks, these items are included in the lime system spec.

11. Section 13201 – Upright Polyethylene Storage Day Tanks

a. Disregard any reference to mixers or baffles in chemical tanks, these items are included in the lime system spec.

12. Section 15100 – Small Plumbing Valves, Plumbing Specialties, and

Service Accessories

a. In article 2.01.E on page 15100-3, change Senate Law 5.3874 to read Senate Law S.3874.

13. Section 15104 – Specialty Valves (Water)

a. On page 15104-11, just before Part 3 Execution, add the following: “2.08 Pump & Raw Water Flow Control Valve Control Panel

A. Provide a valve control panel for each valve. The valve

control panel shall be GA Industries “Pump Director” system or equal. For pump control valves, the control panel shall function as the interface between the pump control valve and the pump starter. The control panel shall properly sequence and control the pump start-up and pump shut-down procedure, providing both visual and electronic status

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outputs for operating personnel and it shall also provide flow control/positioning functionality. The control panel shall include automatic recognition of common fault conditions and shall provide proper fault response sequencing to the pump control valve and pump starter as well as visual and electronic fault notification to operating personnel. For raw water flow control valves, flow control/positioning functionality is required as described below. An emergency valve shutdown procedure is required for power-outage conditions.

B. Control panel housing shall be NEMA 4X fiberglass with

anti-condensation heater and thermostat. Power supply shall be 120VAC +/-10%. An illuminated color LCD touchscreen HMI is required, 5.7” minimum size. An RS-232 port is required on the controller. A local-off-remote selector switch is required. Terminal blocks are required for all field-wiring connections. The control panel shall at a minimum provide all of the I/O indicated on the Drawings and SCADA I/O tables, and shall have adjustable timers for all of the valve and pump control parameters.

C. Flow control/valve positioning functionality is required.

The operator shall be able to control the speed locally or, when the system is placed in remote mode, the control panel shall accept a remote 4-20mA signal for valve positioning.”

. 14. Section 16440 – Motor Control

a. In Paragraph 2.04 on page 16440-18, after paragraph K and just before Part 3 Execution add the following: “L. Break-glass switches shall be Allen-Bradley Model 800T-NX114 or equal with NEMA 4X enclosure, 30mm pushbutton held depressed by breakable glass disc, one normally open and one normally closed contact rated for minimum of 277V and 5 amps. Shall include hammer necessary for breaking glass along with retainer chain.”

15. Section 16442 – Panelboards

a. In Paragraph 2.02.D.5 on page 16442-4, change “100,000 amperes” to “65,000 amperes”.

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16. Section 17250 – SCADA Computer Hardware

a. In paragraph 1.01 on page 17250-1, add the following text: “D. The computer hardware package specified in this section shall be furnished by Box Lake Networks who currently provides all of WMU’s IT services. Contact Curt Lyons, 859-737-4400.”

b. In paragraph 2.02-A on page 17250-2, add the following text: “10.

Furnish a 5-pack of Microsoft RDP/terminal server concurrent per-user licenses. This software licensing will be loaded on one of the servers to allow terminal server functionality.”

17. Section 17400 – SCADA Software

a. In paragraph 2.04-A on page 17400-3, change the required number of “FT View SE Client Read/Write” new software licenses from quantity (4) to quantity (6).

B. DRAWINGS

1. Drawing Sheet G02 – General Notes and General Legend

a. Add a note at the end of the General Piping Notes which says “Chemical cover pipes located under floor slabs shall be concrete encased when the slab is above soil”.

b. Add a note at the end of the General Piping Notes which says “A

minimum of 2 wraps of Teflon tape or other compatible thread wrap shall be placed around the threads of corporation stops, or other treaded items that will be threaded into pipes to ensure watertightness and protect the threads from chemicals, etc.”

2. Drawing Sheet G05 – Valve & Gate Schedule

a. In the valve schedule, the last line under Settling Basin Effluent Flume, change the number of valves from 1 to 3 for the plug valves with handwheel for the sludge withdrawal line.

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3. Drawing Sheet C003 – Site Yard Piping Area 2

a. Disregard the small “X” shown on the 24” raw water pipe just after the flow control and meter box, near the light post, this is a survey point.

4. Drawing Sheet C016 – Grading and Drainage Area 2

a. Change note “Proposed Junction Box…” to read “Proposed Type B Junction Box…”

5. Drawing Sheet C017 – Grading and Drainage Area 2

a. Change note “Proposed Junction Box…” to read “Proposed Type B Junction Box…”

6. Drawing Sheet C100 – Flocculation and Settling Basins Lower Plan

a. Add the following note over by the flash mix basins: “Open Channel Chemical diffusers shall be Inyo Process, Saf-T-Flow, Hydro Instruments, or equal.”

7. Drawing Sheet C200 – Filter Building Lower Pipe Gallery Plan

a. If a 1 ton capacity hoist is to be provided the Owner will purchase said hoist using money in the cash allowance.

8. Drawing Sheet C204 – Filter Building Sections “B” “H” & “I”

a. In Section H, change “12” Flow Control Valve (Typ.)” to read “12” Check Valve (Typ.)”.

9. Drawing Sheet C206 – Filter Building Section E

a. In Section E, change “12” Flow Control Valve (Typ.)” to read “12” Check Valve (Typ.)”.

10. Drawing Sheet C400 – Equalization Basin Plan and Details

a. In paragraph A under Center Pier of the Access Bridge Specification, move the following: “Spacer support (in-lieu of drive unit support) for center pier and bridge access to be fabricated by

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manufacturer” from paragraph A to the end of paragraph C under the same section.

11. Drawing Sheet C401 – Equalization Basin Section and Details

a. Replace the plan view of the sludge hopper and equipment/bridge support area detail with Attachment 2.

12. Drawing Sheet C500 – Sludge Handling System, Drawing Sheet S500 –

Sludge Pump Station Structural Upper Plan, Structural Lower Plan

a. Where there are conflicts in elevations use those from sheet C500. b. Change the valve vault bottom slab invert elevation on sheet C500

from 925.00 to 924.00. 13. Drawing Sheet C751 – Chemical Feed System Details

a. Replace the Note for the Chemical Feed Connection to Pipe Line Detail with the following “Injectors shall be of all metal construction with materials being compatible with the fluid with which they are in contact. Solution tubes shall be stainless steel, Hastelloy C-276, Alloy 20, or Titanium G2 as needed for the chemical being carried. Corp stops/ball valves and compression material shall be brass, stainless steel, duplex or super duplex stainless steel, Hastelloy C-276, or Alloy 20. Check valve seal material shall be Viton, EPDM, or Kalrez as required for chemical compatibility. Tips shall be Saf-T-Seal elastomeric tip, 45 degree bevel or multiple orifice diffuser as recommended by the supplier for the given service. Injectors shall be rated for at least 150 psi and be Saf-T-Flo EB Series or HC Series, or equal. ”

b. Add the following note for the Sample Pump & Piping Detail for

Raw Water Post Chemical Feed Point “The cover pipe shall be sealed watertight both to itself and around the sample pipe. The Contractor shall propose the method by which this will be achieved.”

14. Drawing Sheet C752 – Chemical Feed System Details

a. In the Bulk or Mini-Bulk Storage Tank detail delete the note near the top of the sight gauge which refers to a mixer.

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b. In the Bulk or Mini-Bulk Storage Tank detail add the following note “A 2 inch tank water flush connection nozzle shall be located on the top of the tank.”

c. In the Day Tank detail add the following note “Day tanks for the

coagulant and sodium hypochlorite systems shall have a 1.5 inch tank water flush connection nozzle located on the top of the tank.”

15. Drawing Sheet C753 – Chemical Feed System Schematics

a. Add a note for the Coagulant – DelPac 2500 Feed System which says “The plant service water line shall be as shown in the plumbing drawings. The electrically actuated ball valve shall be located within 4 feet of the floor.”

b. In the Coagulant – DelPac 2500 Feed System, change the size of the

plant water flush connection on the day tank from 1-1/4 inch to 1.5 inch.

16. Drawing Sheet C754 – Chemical Feed System Schematics

a. Add a note for the 12.5% Sodium Hypochlorite Feed System which says “The plant service water line shall be as shown in the plumbing drawings. The electrically actuated ball valve shall be located within 4 feet of the floor.”

b. In the 12.5% Sodium Hypochlorite Feed System, change the size of

the plant water flush connection on the day tank from 1-1/4 inch to 1.5 inch.

17. Drawing Sheet C903 – Miscellaneous

a. Change the asphalt binder course from 2.5 inches to 3 inches in the

detail labeled “Typical Asphalt Road Section”.

18. Drawing Sheet C920 – Miscellaneous Details

a. The details for a Junction Box, Junction Box Dimensions, Junction Box Type B and Drop Box Inlet Type 11 are being added to this sheet as Attachment 3, 4, 5 & 6.

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19. Drawing Sheet A302 – High Service Pumps – Building Elevations

a. There are 2 downspouts noted by the “DS” on the South Elevation which are not shown, but shall be provided.

20. Drawing Sheet A701 – Chemical Feed Building, Plan

a. Overhead doors 700B (Corridor), 701B (Fluoride Room), 702B (Polyphosphate) and 705A (Carbon) are to have electric motor operators which are being added to the electrical sheets below.

21. Drawing Sheet A704 – Chemical Feed Building, Exterior Elevations

a. In the note about the building’s downspouts, delete the reference to concrete splash blocks. The downspouts will be tied into the drainage system as called for on drawing sheet C016.

22. Drawing Sheet E006 – Electrical One-Line Diagram

a. Change “100kA SCA” to “65kA SCA” for the following equipment:

the service entrance ATS, the switchboard, MCC-FB, MCC-CHEM, MCC-HS1, and MCC-HS2.

C. PREBID MEETING 1. Pre-bid Meeting Summary

a. The pre-bid conference summary, a copy of the sign-in sheet and a copy of the pre-bid meeting handout are included here as Attachment 7.

587-15-C-13 (81) (7/17) Attachment No. 1 Addendum No. 3

10522-1

SECTION 10522 FIRE EXTINGUISHERS AND ACCESSORIES PART 1 GENERAL 1.01 SCOPE OF WORK

A. Furnish all labor, materials, equipment and incidentals required to provide and install fire extinguishers in cabinets where required and with brackets at other locations as shown on the Drawings and as directed.

1.02 SUBMITTALS

A. Submit to the ENGINEER for review, in accordance with Section 00700 (00710), shop drawings showing details of construction and installation of fire extinguishers, cabinets, and brackets.

1.03 DELIVERY, STORAGE AND HANDLING A. Deliver materials in manufacturer's original unopened and undamaged packages

with labels legible and intact. Store materials in unopened packages in a manner to prevent damage from environment and construction operations. Handle in accordance with manufacturer's instructions.

PART 2 PRODUCTS 2.01 MATERIALS

A. Fire extinguishers shall be as specified below by Ansul Fire Protection, or equal.

B. Dry chemical (DC1) fire extinguishers shall be provided as required in PART 3 of this Section and shall be nominal 20 pound capacity, UL rated for 20A-120 B:C. Extinguishers shall be refillable, red enameled steel cylinder with indicating gauge. Dry chemical fire extinguishers shall be Model AA20 by Ansul Fire Protection, or equal. Dry chemical type fire extinguishers shall not be installed adjacent to electrical equipment such as motor control centers or instrument meter panels.

C. Dry chemical (DC2) fire extinguishers shall be provided as required in PART 3 of

this Section and shall be nominal 5 pound capacity, UL rated for 3A-10 B:C. Extinguishers shall be refillable, red enameled steel cylinder with indicating gauge. They shall be Model A05 by Ansul Fire Protection, or equal.

D. Where required in PART 3 of this Section, CO2 fire extinguishers shall be

provided. CO2 fire extinguishers shall have a nominal 5 pound capacity and a UL rating of 5 B:C. CO2 fire extinguishers shall be Model CD05A-1 by Ansul Fire Protection, or equal.

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10522-2

E. Where required in PART 3 of this Section, wet chemical (WC) fire extinguishers shall be provided. Wet chemical fire extinguishers shall have a nominal 1.6 gallon capacity and a UL rating of 2-A:k, wet chemical fire extinguishers shall be Model K01-2 by Ansul Fire Protection or equal.

F. Where required in Part 3 of this Section, water (W) fire extinguishers shall be

provided. Water extinguishers shall have a nominal 2.5 gallon capacity and a UL rating of 2A, water extinguishers shall be Model 466403 by Kidde or equal.

G. In addition to the fire extinguishers required in PART 3, the CONTRACTOR shall

furnish three DC fire extinguishers with a nominal 2-1/2 pound capacity for desktop use. The 3 extinguishers shall be Model A02 by Ansul Fire Protection, or equal. No cabinet or wall brackets are to be provided with these 3 fire extinguishers.

H. Fiberglass (FG) cabinets, where required in PART 3 of this Section, shall be red in

color, surface mounted with acrylic window, seal trim lock bulb gasket, stainless steel grab handles, full length stainless steel hinges, rivets, and quick-opening latches. Box dimensions shall be as required for fire extinguisher being provided. Cabinets shall be as manufactured by Thomas Products, Inc., of Corpus Christi, Texas, 10800-481-1950; or equal.

I. 864 Series wall brackets, supporting bottom and sides of extinguishers by

Larsen's Manufacturing Company shall be provided for all fire extinguishers not in cabinets.

PART 3 EXECUTION 3.01 INSTALLATION

A. Fire extinguishers with wall brackets or cabinets shall be installed at the locations shown in the schedule herein, and as directed by the field represen-tative for the ENGINEER.

B. All fire extinguishers shall be inspected and certified within 30 days of start-up.

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10522-3

C. Fire extinguishers and accessories shall be mounted as listed below:

Quantity Type Location Cabinet Req’d

VARIOUS BUILDINGS/AREAS

2 DC1 Proposed High Service Pump Room No

1 CO2 Proposed High Service Electrical Room No

1 DC2 Carbon Silo Yes (FG)

1 DC2 Liquid Lime System Building Yes (FG)

NEW CHEMICAL FEED BUILDING

1 CO2 Electrical Room No

3 DC1 Each End of Main Walkway Near Exits and 1 in the Middle

Yes (FG)

1 DC2 Hydrofluosilicic Acid Room Yes (FG)

1 DC2 Sodium Hypochlorite Area Yes (FG)

1 W Potassium Permanganate Room Yes (FG)

1 DC2 Carbon Room Yes (FG)

1 DC2 Polyphosphate Area Yes (FG)

PROPOSED FILTER BUILDING

1 CO2 Mechanical-Electrical Room No

1 DC1 Lower Level Pipe Gallery No

1 DC1 Pump-Blower Room No

1 DC2 Office No

1 DC2 Control Room No

1 DC1 Main Hallway No

EXISTING ADMINISTRATION BUILDING

1 DC2 New Room 101 No

1 DC2 Laboratory No

1 CO2 Mechanical-Electrical Room No

1 DC1 Main Hallway No

1 DC1 Storage Room No

1 DC2 Bacti Lab No

END OF SECTION ***

engineering

http://transportation.ky.gov/Highway-Design/Standard%20Drawings%20%20Sepias%20PDFs%202012/Erdx001.PDF

Pre-Bid Conference Summary Notes

Contract 587-15-C-13 (81) Lower Howard’s Creek Water Treatment Plant

Winchester Municipal Utilities Winchester, Kentucky

September 28, 2017

A mandatory pre-bid conference was held in the conference room of the Lower Howards

Creek Wastewater Treatment Plant at 10:00 a.m. Thursday September 28, 2017. The

following are summary notes from the general discussion during the meeting and are not

intended to be all inclusive. Attendees were advised that all questions must be submitted

in writing by 5:00 p.m. Friday October 13, 2017. Questions received prior to the cutoff

date will be answered by addendum.

A copy of the Pre-bid Conference Agenda and Attendance Roster is attached.

Question: Can you provide particle sizes for shot rock or any further details on existing

conditions related to the shot rock?

Answer: We will look at Specifications for Lower Howards Creek Wastewater

Treatment Plant, daily reports, and site photographs to determine if additional

information can be made available. All Contractors have the option to test dig

the site. The Engineer will coordinate with the Owner.

Question: Is “Buy American” required for this Contract?

Answer: No.

Question: Define bedrock. The Geotech Report conflicts with the Specifications. Which

governs?

Answer: The Geotech Report is not a part of the Contract. The Engineer will further

clarify rock boundaries.

Question: How long can the existing water plant run on the reservoir? Additional

information is needed on the sequence of work relating to the switch over

from the existing water plant to the new water plant.

Answer: Depending on the time of year and other factors such as water quality in the

reservoir, 30 to 45 days may be available. Additional time may be available if

the 18-inch raw water line from the Kentucky River is used as a raw water

source. The Engineer will further define the sequence of work for the switch

over from the existing water plant to the new water plant.

Question: The Bid Form includes “Base Bid” and “Alternate Bid” manufactures

columns for some major equipment items. Will “Alternate Bid” items be

considered in determining the low bidder?

Answer: Only “Base Bid” items will be considered to determine low bidder.

A representative of Smith Construction, the Contractor that provided construction

services for the construction of the Lower Howards Creek Wastewater Treatment Plant,

stated the yard piping in that Contract was not blasted.

It was suggested that disinfection and pigging of the existing raw water line that is to be

converted to a finished water line be included in the Contract as an allowance. An

Owners Representative suggested they could provide the name of a contractor they have

used for line pigging previously to obtain pricing. The Engineer will consider including

the allowance in the Contract.

The new construction site and the existing water plant were made available to the

attendees for observation after the conference.

A Questionnaire form was provided to the attendees for convenience to submit written

questions.

Bell Engineering

Tom Jones, CPD

Construction Administrator

1

AGENDA

Pre-Bid Conference

Contract 587-15-C-13 (81)

Lower Howard’s Creek Water Treatment Plant

Winchester Municipal Utilities

Winchester, Kentucky

September 28, 2017

1. INTRODUCTIONS

a. Winchester Municipal Utilities (WMU)

Mike Flynn, General Manager

Kenneth “Duke” Dryden, Director of Operations

Eddie Hightower, Utility Engineer

Verlon Johnson, Chief Operator

b. Bell Engineering, Inc. (Bell)

David F. Schrader, Project Manager

David E. Gerhart, Project Engineer

Tom Jones, Construction Administration

Gary Staton, Resident Project Representation

2. DESCRIPTION OF THE PROJECT:

“This project includes the construction of a new 9.0 million gallon per day water

treatment plant (WTP). Components of the project include turbine rapid mixers,

vertical paddle-wheel flocculation, inclined plate settlers with sludge removal,

dual media gravity filtration 2,250,000 gallon clearwell. vertical turbine finished

water pump station, chemical feed building and an administration building

addition. ”

3. BID OPENING DATE AND TIME:

Bids shall be prepared and delivered in a sealed envelope to Winchester

Municipal Utilities, 150 North Main Street, Winchester, Kentucky 40392, Attn:

LOWER HOWARD’S CREEK WATER TREATMENT PLANT; no later than

2:00 p.m. local time on Friday, October 27th, 2017 at which time all bids will

be publicly opened and read aloud in the presence of the bidders and their

representatives.

2

4. ADDENDUM:

Addendum # 1 – August 22, 2017, Section 00910

Addendum # 2 – September 18, 2017, Section 00920

4. PROPOSAL

a. Use forms provided in the Contract Documents and Specifications.

b. Instructions to Bidders – Section 00200

c. Attach the following items to Bid Form:

Form of Proposal – Section 00410

o Acknowledge Addenda

o Sign and Attest Bid

Bidder’s Qualification Statement – Section 00420

Bid Bond @ 5% of Base Bid

5. LOW BIDDER

Method of Determining Low Bidder – The low bidder shall be determined as

indicated in Sections 00200 and 00410. The low bidder will be determined based

on the total of Division “A” (Sections 1,2 & 3) and Division “B” (Sections 1 & 2).

Bidders must bid all divisions (“A, B & C”) set forth in this proposal to be

responsive.

6. INSURANCE

a. Page 00700-9, Article 5 - Bonds and Insurance

b. Page 00800-4 – Article 5 – Bonds and Insurance

7. PRE-CONSTRUCTION CONFERENCE

There will be a pre-construction conference for the project. Conference to be set

on a mutually agreeable date.

8. PAYMENTS TO THE CONTRACTOR

a. Page 00520 Article 6

b. Page 00700 Article 14

c. Monthly cut-off date to be determined @ pre-construction conference.

9. CONTRACT TIME

a. Page 00520-1, Substantial Completion - 700 Days

b. Page 00520-1, Completion – 730 Days

3

10. LIQUIDATED DAMAGES

a. Page 00520-2, $1,000 per day beyond contract time

11. GENERAL & PROJECT NOTES:

There are General notes and Project notes on sheet G02 of the project plans. The

contractor should review these in-depth. In addition, the following will be

required:

No trees shall be removed or damaged without prior approval from WMU.

Full depth crushed stone backfill required when pipeline is laid in service

road and all traffic areas. Full depth crushed stone is incidental to the

pipeline construction and shall be included in the bid.

Trench shall be backfilled after each workday except for the area where

work will commence the following workday. Any area not backfilled

shall be appropriately protected with safety fencing.

Contractor shall take appropriate caution and prevent oil, gas and other

hazardous materials form entering streams or endangering the welfare of

the general population.

Contractor must replace all fences, culverts, etc. damaged during

construction with in kind material.

13. FUNDING FOR THE PROJECT:

This project is funded by WMU revenue bonds. Federal and/or State Wage Rates

will not apply to this project.

13. CONTACTS:

Discussion of procedure for answering project related questions. Questions are to

be submitted in writing to either of the following persons:

Name Phone Fax e-mail

David F. Schrader 859-278-5412 859-278-2911 dschrader@hkbell.com

Tom Jones 859-278-5412 859-278-2911 tjones@hkbell.com

Questionnaire forms are provided at today’s pre-bid meeting. Answers will be

made by addendum and forwarded to all plan holders. The cutoff for questions

will be October 13, 2017 at 5:00 p.m. Questions submitted after this time will

not be considered.

18. Comments from Owner.

19. Questions from bidders.