Utility Committee Meeting

UTILITY COMMITTEE MEETING MINUTES March 04, 2025 at 6:00 PM Kronenwetter Municipal Center - 1582 Kronenwetter Drive Board Room (Lower Level) 1. CALL MEETING TO ORDER @6:00 PM A. Pledge of Allegiance B. Roll Call PRESENT Chair Alex Vedvik Co-Chair Jim Buck Craig Mortensen Bob Peterson Dan Raczkowski 2. PUBLIC COMMENT Please be advised per State Statute Section 19.84(2), information will be received from the public. It is the policy of this Village that Public Comment will take no longer than 15 minutes with a three-minute time period, per person, with time extension per the Chief Presiding Officer’s discretion. Be further advised that there may be limited discussion on the information received, however, no action will be taken under public comments. No Public comment 3. REPORTS AND DISCUSSIONS C. Director of Public Works and Utilities Report 4. OLD BUSINESS D. Discussion and Possible Action: Liquidated Damages Motion made by Chair Vedvik, Seconded by Mortensen. To send to the board for approval of liquidated damages in the amount of $20,510.04. Voting Yea: Chair Vedvik, Co-Chair Buck, Mortensen, Peterson, Raczkowski by roll call. 5. NEW BUSINESS E. Discussion and Possible Action: Double Door Replacement Motion for Ellis to install the new double door and frame for $3640.00 to VB. Motion made by Co-Chair Buck, Seconded by Chair Vedvik. Voting Yea: Chair Vedvik, Co-Chair Buck, Mortensen, Peterson, Raczkowski by roll call F. Discussion and Possible Action: Replacement for LS #1 Drive Controller Greg was instruction to check into warner to see if they stock drive controller. Motion made by Co-Chair Buck, Seconded by Peterson. Voting Yea: Chair Vedvik, Co-Chair Buck, Mortensen, Peterson, Raczkowski G. Discussion and Possible Action: Financing Utility Projects H. Discussion and Possible Action: Additional Services Request - Becher-Hoppe Motion to approve the additional engineering expense not to exceed $10,000. Motion made by Peterson, Seconded by Co-Chair Buck. Voting Yea: Chair Vedvik, Co-Chair Buck, Mortensen, Peterson, Raczkowski by roll call.  I. Discussion and Possible Action: Approval of LS#8 Bids Motion to approve LS 8 and force main project bid and send to the VB for Earth, INC. Alternate B for the amount of $2,885,962.00. Motion made by Chair Vedvik, Seconded by Mortensen. Voting Yea: Chair Vedvik, Co-Chair Buck, Mortensen, Peterson, Raczkowski 6. NEXT MEETING: APRIL 1, 2025 Next meeting has been changed to April 8, 2025, due to the election on the same night. Motion made by Peterson, Seconded by Chair Vedvik. Voting Yea: Chair Vedvik, Co-Chair Buck, Mortensen, Peterson, Raczkowski 7. CONSIDERATION OF ITEMS FOR FUTURE AGENDA -Survey for Fluoride in the water 8. ADJOURNMENT @7:20pm Motion made by Co-Chair Buck, Seconded by Mortensen. Voting Yea: Chair Vedvik, Co-Chair Buck, Mortensen, Peterson, Raczkowski WRITTEN COMMENTS: You can send comments on agenda items to kcoyle@kronenwetter.org NOTE: Requests from persons with disabilities who need assistance to participate in this meeting or hearing should be made at least 24 hours in advance to the Village Clerk’s office at (715) 693-4200 during business hours. Posted: 03/23/2025 Kronenwetter Municipal Center and www.kronenwetter.org Faxed: WAOW, WSAU, City Pages, Mosinee Times | Emailed: Wausau Daily Herald, WSAW, WAOW, Mosinee Times, Wausau Pilot and Review, City Pages Minutes prepared by Kim Coyle  Village of Kronenwetter Lift Station #8 KrciiienvVe er W IJr' ,. - .. ..."'1-._ Contract #C Base, Alternate A Alternate Band Alternate C Village of Kronenwetter Bid Opening: Tuesday, March 4th, 2025, 11:00 a.m. Bidder #1 Bidde r #2 Bid Category Bid Item Description Haas Sons. Inc Earth, Inc BASE Lift Station 8 $3,565,191.15 1 2 $3,081,042.00 ALTA Open Cut Crossing Kowalski Road 2 $3,533,700.15 1 $3,063,722.00 ALTB Boring in Forecemain Along Kronenwetter Drive 1 2 $3,444,342.00 $2,885,962.00 ALTC Panel Change Deduct 2 $3,567,258.15 1 $3,082, 242.00 Engineering Consulting Design Facilit ation Rps - R ; SIONAL SOLUTIONS  / Contract #C Lift Station #8 ..,.,. . . .,11,,,,, ··! K.ronenwe --------- ----- Deadline: Tuesday March 4th, 2025 11 :00 a.m. RPS ROTH ? R0 i7FSS10' 1-ll S0 LU1i0 N 5 Village of Kronenwetter Lift Station #8 Base Bid Bidder #1 Bidder #2 Haas Sons, Jnc Earth, Inc. Item # Bid Item Descriptio n # of Units Units Unit Price Total Unit Price Total 1 Performance and Pavment Bonds 1 LS Lump Sum $20,000 .00 Lump Sum $20,000.00 2 Mobilization 1 LS Lum p Sum $530,500.00 Lump Sum $200 ,000.00 Erosion Contro l Silt Fence & Mainten ance During 3 1,871 LF $ 2.65 $ 4 ,958 .15 S4.00 57, 484.00 Construction Erosion Control Silt Sock & Maintena nce During 4 1,573 LF $7 . 25 $1, 1 404.25 $10 . 0 0 $ 1,5 730.00 Construction Erosion Control DewateringBasin & Maintenan ce 5 1 EA S1 , s oo.oo $1,500 .00 $ 24,000.00 $24,000.00 Ourin11: Construction Erosion Control Access Grave l Pads & Maintenance 6 2 EA $2 , 50 0.00 $5,000 .00 $2,500 .00 $5,000.00 Ourino Constr uction Erosion Contr ol Access Inlet Protections & Maintenance 7 4 EA $1 50.00 $600 .00 $250 .00 $ 1,000.0 0 During Construct ion Unclassified Excavatio n-Non-Paved Areas At lift Stat ion 8 110 CV $10 0.00 $11 ,000 .00 S3o .oo $3 ,300 .00 Site 9 Remo ve Asphalt Pavement at Lift St ation Sit e 32 SY $20 .00 $640 .00 $20 . 00 $640.00 10 Sawcut Asphalt Pavement at Lift Station Site 30 LF $ 10.00 $300 .00 $10 .00 $300 .00 11 Top soil Handling 14,570 SY $1.00 $14,570 .00 $1 . 00 $14 , 570.00 Lift Station Complete, Wetw ell Structur e, Fiberglass 12, AGW Enclosure, Transducer, Floats, LS Piping, Hatch, 1 LS Lu mp Sum $1 6 3, 500.0 0 Lump Sum S26s,ooo.o o Guide Ralls,Hangers, & Pumps, Valves, Quick Connect Lift St ation Control Panel, Junction Boxes & Controls 12b &Wiring with AGVV Configuration, Includin g VFD & 1 LS lump Sum $100 , 920 .00 lump Sum $36 ,500.00 Telemetry 8' Diameter Wetw etl Excavation & Installation , 13 l LS l um p Sum $776, 583 .00 lump Sum $420,000.00 Placement Backfill , Dewaterin g & Waterp roofing 14 Granular Backfill for lift station 50 CV $10 0.00 $5 ,0 00 .00 $ 100 .00 $5 , 000 .00 Genentor • 40 KW for 15 Hp Pump & Stati on 15 1 LS Lu mp Sum $ 48 , 538 .00 lump Sum $46,500.00 Ancillaries, In stallation Complete 16 Generator - ATS& Insta ll ation Complete 1 LS l ump Sum 57,700.00 l um p Sum 57,500.00 17 Abandon Existin g Electri cal Systems - Complete 1 LS l ump Sum $2, 0 00 .00 l um p Sum S1,ooo.oo 18 Abandon Existing lift St ation Structure - Complete 1 LS Lu mp Sum $7,5 00 .00 Lump Sum $ 10 , 000.00 19 3 / 4" CABCfor Roadway, 10" Thick 40 SY $ 200.00 Ss,000 .00 $50.00 $2,000.00 20 Reloc.i te Hydrant , l ead & Valve @ lift St ation l LS lump Sum SB,500.00 Lump Sum $8, 000.00 HMA 4LT 58-28-S Asphalt Pavement, Lift Station & Old 21 30 TN $186.00 $5,580.00 $305.00 $9,150.00 51 Driveways, 4" 22 Hot Tar Tack Coat 20 Gal S10.2s $205.00 $12.00 $240.00 23 3/4" CABCfor Dri ve Sh ould er, 2' Wid e x 6 " Thick 5 CV $400.00 $2 ,000.00 $100.00 $500.00 24 Concret e Pads {3) - Generator, Transformer 8 CV $50 0.0 0 $4, 000 .00 $500.00 $4,000.00 25 Gas Meter St and and ATC & Meter Stand 2 EA $1 , 100 .00 S2 ,2 00 .o o $ 2,500 .00 SS , 000 .00 26 To p soil, Seed & E-Mat all Disturbed Areas 15, 000 SY S2 . 35 $35,250 .0 0 ss.oo 575,000.00 27 Install Base, Pole, Fixture Light 1 EA $ 5,2 80.00 SS,2 80 .00 $5 , 100 .00 $5 , 100 .00 28 Electr ical Feed t o Yard li ght, Connection 15 LF $16.50 $ 247.50 S2o.oo $300.00 29 12" DI San Sewer@ lift Station 18 LF $35 0.00 $6 ,300 .00 $220.00 $3,960.00 30 12" PVC SOR 21 @ Lift Station 49 LF $3 10 . 0 0 $15,190 . 00 5190 . 00 $9 , 310 . 00 31 8" FM C900 DR18 Pipe {Open Cut) 16,649 LF 56 8 . 25 $ 1 ,136 ,2 94 . 25 $ 80 . 00 $ 1 , 332,000.00 32 8 " FM Trench In-Situ Tre n ch Backfitl/Compact1on 1 6,391 LF $5 .00 $81,95 5 . 00 $ 8 . 00 $131 , 128 . 00 33 Bore 21" Ste el Casing Bore Under 1· 39, Includin g 8" FM 258 LF $93 0.00 $239,9 40.00 $900.00 $232,200 .00 34 Air Rel easeValve & Manho le Complete 1 LS Lu mp Sum $36 ,850 .00 Lum p Sum 526,500.00 35 Granular Fill/Compaction for Air Relief M H Si te 10 CV $500.00 $5,000.00 $100.00 s1 .ooo.oo Driveway 18' x 25' for Air Relief M H Site, Complet e 36 1 LS l um p Sum $12,50 0 .00 Lump Sum $5,000.00 (Grading, Fill , WisDO T Fence, & Gravel) 37 Insul ation (4x8x2") over FM @ Culverts per Plan 1,800 LF $11 .00 $ 1 9 , 800 . 00 $1 2 . 00 $ 21 , 600 .0 0 Dep th Exploration for Water Line @ Kowalski Road, 38 1 LS l ump Sum $6,500.00 lump Sum $5, 000.00 Match Existing -Pavement, Base, When Restorinl?  277/480V 3-Phase Powe r Extension and Setup ALLOWANCE 39 Allowance Each Ss,000.00 Allo wance Each $5 ,000.00 Allowance EACH Replace Ex. Sanitary Sewer Ma nhole #7 -3 S,Comp lete 40 (I nclude s Stru ct u re, Connection, Drop MH LS Lump Sum $75,750.00 Lump Sum $10,000.00 Configuration, Coatings) 41 Bypass Pumping MH #7-35 LS Lump Sum $15,000.00 lump Sum $5,000.00 ALLOWANCE 42 Gas Connection Allowance Allowance Each $2,500.00 Allowance Each $2 ,500.00 EACH ALLOWANCE 43 Tele/ Internet Connection Allowance Allowance Each $2,500.00 Allowanc e Each $2,500.00 EACH 44 WisOOTFence Re moval, Reinsta ll 250 LF $20.0 0 $5,000.00 $26.00 $6,500.00 Directional Bore @ Kowalski Ro ad Including Pit 45 307 LF $248.00 $76,136.00 $170.00 $52,190.00 Excavat ion 46 Road Restoration at Bore Pit locat ion LS Lump Sum $14,000 .00 $5,000.00 $5,000.00 47 Topsoil, Seed & E-Mat Bore Pit Location 70 SY $100. 00 $7 , 000 .00 $12 .00 $840 .0 0 48 Pigging Pipe Unit- Piping, Pigg, & Insta ll Complete LS Lump Sum $16,000 .00 Lump Sum S2s,oo.ooo 49 Fall Prote ction Suppo rt Materia ls & Inst alla tion LS Lump Sum $2,500.00 Lump Sum $5,000.00 TOTAL TOTAL Engineering Consulting Design Facilitation $3,565,191 15 BASE BIO $3,081.042 00 BASE BID •CALCULATION CORRECTIONS FROM BID FORM  Contract #C Alternates A, B, and C Deadline: Tuesday, March 4th, 2025 11:00 a.m. Village of Kronenwetter Lift Station #8 Alternate A: Open Cut Kowalski Road Bidder #1 Bidder #2 Haas Sons, Inc Earth, Inc. Item # Bid Item Description # of Units Units Unit Price Total Unit Price Tot al Al Administrative - Base Bid less items 38, 45, 46, & 47 0 0 0 $3,461,555.15 0 s 3,018,012 .00 A2 Traffic Control 1 LS Lump Sum $10,000 .00 lump Sum s 5,000 .00 A3 Unclassified Excavation-Non Paved Areas 50 CY 100 $5 , 000 .00 $ 25.00 s 1,250 .00 A4 Remove Asphalt Pavement 300 SY 10 $3 , 000 .00 $5 .00 s 1,500.00 AS Sawcut Asphalt Pavement 800 LF 5 $4 , 000 .00 $4.00 s 3,200 .00 A6 Topsoil Removal 100 SY $25 . 00 $2,50 0 .00 $5.00 s 500 .00 A7 3/4" CrushedAggregate for Roadway, 8" Thick 330 SY $15.00 $4,950.00 $10.00 s 3,300.00 AS 3" Breaker Run for Roadway, 6" Thick 300 SY $15 .00 $4,500.00 $8.50 s 2,550.00 A9 HMA Asphalt Pavement 4" Surface Course 72 TN $187 .00 $13 ,4 64.00 $220.00 s 15 ,840 .00 AIO Hot Tar Butt Jo int Sealer 386 LF $8.50 $3,281.00 $0.00 s 3,860 .00 All Concrete Curb& Gutter-Match Existing 110 LF $100.00 $11,000.00 $65.00 s 7,150 .00 Al2 Topsoi,lSeed & E- Mat all Disturbed Areas 100 SY $ 100 . 00 $10 , 000 .0 0 $12 .00 s 1,2 00.00 Al3 Hot Tar Tack Coat 30 Gal $15.00 $450.00 $12.00 $ 360.00 TOTAL TOTAL E n g in e e rin g C o n s u lt in g D e s ig n Fa c ili t a t io n ALTERNATE $3 ,533 ,700.15 ALTERNATE s 3 ,063 ,722.00 A A Village of Kronenwetter Lift Station #8 Alternate B: Boring Forcemain Along Kronenwetter Drive Bidder#l Bidder #2 Hus Sons, Inc Earth, Inc Item H Bid Item Description # of Units Units Unit Price Total Unit Price Total Bl Administrative - Base Sid Less Items31,32 by 15000 LF 0 0 0 $ 2,346,942.00 0 $1,760,962.00 Direction boring C900-drl 8 Pipe with Mech Joint B2 15,000 Lf 73.16 $1,097,400.00 $75.0 0 $ 1,125,000.00 Fasteners TOTAL TOTAL Engineering Consulting De s ig n Fa cili t a tio n ALTERNATE $3,444,342 .00 ALTERNATE $ 2,885,962.00 B B Village of Kronenwetter Lift Station #8 Alternate C: Panel Change Deduct Bidder #1 Bidder #2 Hass Sons, Inc Earth, Inc Item# Bid It em Description U of Un its Un its Unit Price Total Unit Price Total Cl Administrative - Base Bid less Ne ma 4)( panel 0 0 0 $3,565,191.1 5 0 s 3,081,04 2.00 C2 Nema 4 Panel Boxes I LS Lump Sum $2,067.00 Lump Sum s 1,200.00 TOTAL TOTAL E n g ine e ring C o ns ult ing De s ig n Facilitation ALTERNATE $3,567, 25815 ALTERNATE s 3,082,242 .00 C C ' CALCULATION CORRECTIONS FROM BID FORM