Board of Public Works — Agenda Packet

Our intention is to have in-person meetings going forward. For the time being, we will hold the City Committee Meetings, Plan Commission, Council and most others at the Community Room at 933 Michigan Avenue. This in-person location will meet the legal requirement for our open meetings. We will have a virtual option available, but the technology for the hybrid style meeting may not be reliable all of the time. AGENDA BOARD OF PUBLIC WORKS Members • Mayor Wiza • Alderperson Kneebone • Alderperson Morrow • Alderperson Keymer • Alderperson Shuda • Alderperson Christianson • Chris Tiffany Date and Time: July 13, 2026 6:00 PM Location: Community Room 933 Michigan Avenue, Stevens Point, WI OR Zoom Teleconferencing Meeting ID: 859 6795 5290 Passcode: 136704 By Computer: Zoom Link By Phone: +1-312-626-6799 (US Chicago) Roll Call Informational 1. Director's Report a. Division and Church Streets Reconstruction Projects. b. West Scott Street Project. c. Traffic Signal Upgrade Project. 2. Presentation by AECOM on the Downtown Conversion Study Update. 3. Discussion on the possible creation of an ordinance to regulate private plantings within the public right- of-way. Discussion and Possible Action 4. To award the Sisters Meadow Project #26-108 to Earth Inc. out of Arpin, WI, for an amount not to exceed $1,254,039.70. Adjourn PLEASE TAKE NOTICE that any person who has special needs while attending these meetings or needs agenda materials for these meetings should contact the City Clerk as soon as possible to ensure that a reasonable accommodation can be made. The City Clerk can be reached by telephone at (715) 346-1569 or by mail at 1515 Strongs Avenue, Stevens Point, WI 54481. Copies of ordinances, resolutions, reports and minutes of the committee meetings are on file at the office of the City Clerk for inspection during normal business hours from 7:30 a.m. to 4:00p.m. PLEASE TAKE FURTHER NOTICE that a quorum of the Common Council may be in attendance at this meeting. Page 1 of 10 s t e v e n s p o i n t . c o m July 8, 2026 DIRECTOR OF PUBLIC WORKS REPORT Scott Beduhn 1. Engineering Division • Division and Church Streets Reconstruction Project: o Stage 1 of the South Segment project is underway. This stage should wrap up later this month. o Stages 2 and 3 of the South Segment projects will be combined. This combined stage will include Church Street from Post Road to Nebel Street and will commence after the completion of Stage 1. The Nebel Street intersection will remain open during this work. o Stage 1 of the North Segment (Briggs to Franklin) began on July 6th. This stage will take approximately 6 weeks to complete. ▪ Real Estate acquisition continues in the North Segment with only a handful of parcels remaining to be acquired. ▪ WPS has begun relocation work within the North Segment. Some of the work will be completed in advance; however, some of the work will be completed concurrently with construction. o Staff submitted an STP-Urban application for the segment of Church Street between Rice Street and Francis Street. According to regional WisDOT staff, grant awards were to be released in June; however, the awards have still not been made. o Final design for the South Segment Phases 2 and 3 is nearing the 60 percent design level. ▪ Based upon the previous planning and Phase 1 site assessment, additional hazardous materials testing (Phase 2) will also be needed on the South Segment, which will likely take place this summer. ▪ A Right of Way plat for South Segment Phase 2 has been created and will be presented to Plan Commission in August. • 2024 Street Improvement Project (Northside): o All work is complete. The contractor will return to address a few warranty items. ▪ Among the known items are poorly riding manholes along Maria Drive. • 2025 Street Improvement Project (Washington Ave): o All work is complete. The contractor will be returning to address warranty items. • 2025 Street Improvement Project (Madison/Monroe): o All work is complete. The contractor will be returning to address warranty items. • Curb Gutter and Sidewalk Repair Project: o Nothing new to report. City of Stevens Point 1515 Strongs Avenue Stevens Point, WI 54481 Public Works Engineering Department: Phone: 715-346-1561 Fax: 715-346-1650 Streets Department: Phone: 715-346-1537 Fax: 715-346-1687 Page 2 of 10 s t e v e n s p o i n t . c o m • Fall Paving Project: o Green Avenue is complete. o Staff is evaluating potential remaining funding for the year. Based upon a snapshot of where things are today, staff believes there are sufficient funds to mill and overlay Division Street in the area of Clark and Main and also the concrete section of CTH HH from west of West Clark Street. ▪ Mill and overlay aren’t a permanent solution to the failures at these two locations but should afford the City enough time until permanent improvements can be made. • Pavement Maintenance Project: o This year’s pavement maintenance has been completed. • Downtown Concrete Joint Repair Project: o Staff continues to evaluate potential next phases of this project, looking at Water Street/Second Street between Clark Street and Portage Street. While staff was anticipating completing some of this work this spring, staff is currently pausing as we continue to evaluate downtown transportation needs and discuss longer-term pavement solution options with WisDOT. • Michigan Avenue Underpass: o Work on the underpass continues. The project should be wrapped up in September. ▪ Due to right-of-way constraints, the underpass will remain closed to all traffic throughout construction • Hoover Road Intersections Signalization: o All work is complete. The contractor will return this spring to address any warranty items. • West Scott Street: o This project will begin later this month. ▪ Property access during construction will be challenging. Given the tight constraints, property access during active work will likely not be possible. ▪ Access should be restored at the end of every day. • Traffic Signal Upgrade: o Staff is working on a multi-year effort to modernize and upgrade the City’s traffic signal systems. These upgrades include new controllers and communications, camera systems, pedestrian pushbuttons, and emergency vehicle preemption. o Some of the improvements will be made in conjunction with other planned projects, such as Business 51and Michigan Avenue underpass, while others will be completed using the annual signal improvement capital budget line item. o Staff applied for grants under the WisDOT Signals and ITS Standalone Program (SISP). The SISP program is for state-controlled intersections and extends to municipalities for connecting highways. The grants cover up to 90 percent of all eligible costs. ▪ Unofficially City staff has been informed that both grant applications the city submitted were successful. The City will receive just over $600,000 to replace 13 outdated signal control cabinets along STH 66. • Hoover Road Resurfacing: o All work is complete. Page 3 of 10 s t e v e n s p o i n t . c o m • Park Street Railroad Crossing Closure Investigation: o Staff continues to work with Canadian National Railway (CN) on the potential closure, including the potential to close Wood Street in lieu of Park Street. CN has agreed to file a petition to introduce the Wood Street closure option to the Office of the Commissioner of Railroads (OCR). • Patch Street Railroad Crossing Alteration: o OCR held a virtual public hearing on March 3, 2026. o While the City will be financially responsible for safety improvements, no official order was delivered at the public hearing, as the Administrative Law Judge is allowing the City and CN to work together on a proposed solution, subject to OCR approval. o CN has presented a proposal to staff combining the closure of Wood Street (in lieu of Park Street) to reuse the existing signals at Wood Street at Patch Street. Any such proposal would be subject to OCR approval. • SS4A Grant: o The project is in the final stages of documentation and should be wrapped up soon. • WisDOT HWY 66/HWY 10 Improvements: o Staff is working with WisDOT as they are planning several improvement projects for the Highway 66 and Highway 10 corridors through Stevens Point over the next few years. ▪ In 2027, WisDOT is planning to complete a curb ramp replacement project through both corridors. This project is intended to improve the pedestrian environment by ensuring that curb ramps are ADA-compliant. ▪ In 2028, WisDOT is planning to complete a joint repair project on Highway 10. ▪ In 2030, WisDOT is planning to complete a pavement replacement project on Highway 66 from the west City Limits to the CN Railroad crossing. ▪ In 2031, WisDOT is planning to complete a pavement overlay of Highway 66 between Frontenac Avenue and Country Club Drive. ▪ In 2032, WisDOT is planning to complete a pavement replacement project on Highway 66 between West Karner Street and the bridge over the Wisconsin River. o The overall WisDOT pavement replacement project does extend through downtown to Division Street however City staff and WisDOT regional staff are reviewing the City’s conceptual plan for two-waying between Division Street and the bridge over the Wisconsin River. WisDOT regional staff have stated that they are supportive of the City’s consideration of two-waying the downtown and are willing to work with the City to achieve this goal if that is the City’s intent. • Additional Miscellaneous Projects: o Engineering staff continue working on proposed 2026, 2027, and 2028 roadway projects, including gathering survey data, researching right of way, and preparing bidding documents. o Engineering staff have been working with university staff on several fronts to improve the University environment. These include: ▪ Discussions in conjunction with Community Development on the future of the old Maytag lot. ▪ Discussions regarding the reconstruction of Fourth Avenue through campus, which is tentatively scheduled for reconstruction in 2028. o Staff continue to work with the Utility Department on various water, sanitary, stormwater, and fiber projects. o Staff continue to work with the Community Development Department on various projects. These projects include: ▪ Shopko redevelopment. ▪ Convent redevelopment. Page 4 of 10 s t e v e n s p o i n t . c o m o Sisters Meadow (and Door2Dreams) bid opening was held May 7, 2026. The construction contract award will be taken up this month. The low bidder was Earth Inc. STREETS SUPERINTENDENT REPORT Chris Johnson 2. Streets Division • Continued Operations: o Garbage and Recycling o Street Sign Compliance and replacement o Street Light Maintenance o Street Patching/Trumbull o Drop-off Site Operations • Staffing: o Our new Streets Maintenance Worker started in June, and we are excited to welcome him to the team. The first round of applications for the Mechanic position did not produce any viable candidates, so the position was reposted. We are pleased to report that the second recruitment attracted some qualified applicants, and interviews are scheduled for early July. • Garbage Truck: o In June, one of our automated side-loader (ASL) garbage trucks experienced a major engine issue and has been out of service. When an ASL truck is unavailable, we have to pull an employee from another crew to use the rear-loader. While the rear loader allows to continue collection, it is less efficient, requires additional staffing, and presents a greater risk of employee injuries due to manual collection. We believe the engine repair will be covered under warranty. • Summer Crews: o Crews have fully transitioned to the summer four-day, ten-hour work schedule. ▪ Concrete Crew: o The concrete crew began work on the Library Tunnel Upgrade Project, which includes realigning the sidewalks to better direct pedestrians through the tunnel connecting Main Street and Clark Street. Work on the Clark Street side has been completed, and the crew is waiting for a contractor to finish masonry work before completing the Main Street side. This project is being funded through a grant administered by the Downtown Business Improvement District (BID). o In June, the crew finished the 2026 concrete list. The crew is also completing utility concrete patch work throughout the city. ▪ Paving Crew: o The paving crew continues to focus on utility patching throughout the city. The crew is also demoing a larger paver that may allow us to complete larger patches with improved quality. If the equipment works well, we hope to use it for small milling and overlay projects on sections of roadway that have deteriorated beyond what traditional patching can effectively address Page 5 of 10 s t e v e n s p o i n t . c o m ▪ Patching Crew: o In June, the department received the new mastic machine, which will replace the Trumbull machine and process for repairing primarily concrete streets. The machine arrived with a limited supply of material, and we are awaiting additional shipments before it is fully operational. Unfortunately, our infrared patcher experienced a mechanical issue in June, and replacement parts are on backorder, limiting infrared patching during the month. The hot patcher and cold patching methods continue to be used throughout the city as needed. ▪ Paint Crew: o The paint crew focused on the downtown area and surrounding streets in preparation for Riverfront Rendezvous. Work included refreshing crosswalks, directional arrows, stop bars, and parking stalls. The crew also continues striping and repainting city parking lots throughout the city. • Street Sweeping: o The sweepers have completed the second full pass of the city. Sweeping continues throughout the city; however, due to a few employees being out on medical leave, we are currently operating one sweeper. That operator is also periodically reassigned to assist other crews as needed. This is typical during mid-summer sweeping operations as workload shifts to seasonal maintenance activities. • Equipment Maintenance/Garage: o In addition to routine maintenance operations, the department has been operating with one less mechanic since mid-May. The remaining mechanics have done an excellent job taking on the additional workload and keeping equipment in service. The garage is also preparing several former Police Department vehicles for other departments, replacing older vehicles in the fleet. In July, we also plan to dispose of several older pieces of equipment through the surplus auction process. Page 6 of 10 s t e v e n s p o i n t . c o m July 8, 2026 To: Board of Public Works From: Scott Beduhn, Director of Public Works Re: Right-of-Way Plantings While staff hoped to establish a simple universal ordinance allowing plantings within the right-of-way, there are many varying opinions regarding the use of the public right-of-way and what may be acceptable within it. Finding a balance between private and public use of the right-of-way has proven somewhat elusive. As a discussion tool, staff has created the attached illustration to help visualize possible solutions to address the many differing opinions on this topic. Looking at the attached illustration, the first thing it does is differentiate between the two main cross sections of City right-of-way. The top illustration shows the urban area, which is generally defined as having curb and gutter. The urban area is also more often defined by sidewalk, although curb and gutter are not a prerequisite for sidewalk. The bottom illustration shows the rural right-of-way, which is generally defined as not having curb and gutter. Rural right-of-ways will often have swales and are more likely than urban right-of-ways to be without sidewalk. Within each type of right-of-way, potential planting zones are shown based upon proximity to prominent features such as road intersections, driveways, alley intersections, sidewalks, and pavement edges (shoulders and curbs). In addition, the zones include and extend the current clear view requirements (vision triangles) from the Zoning Code. The intent would be to establish individual planting zone restrictions (generally height restrictions) that provide for public safety in lieu of universal right-of- way restrictions that may be considered too restrictive for some areas. While the illustration identifies potential planting zones, it is intended to be a discussion tool. Staff is ultimately in need of feedback and direction before proposing the actual ordinance language and height restrictions. From what is currently shown, should any of the potential planting zones be combined or divided? Should any be expanded or shrunk? What restrictions to planting heights would be appropriate for each zone? It is important to consider that the intent of an ordinance, if one is created, is to provide the framework for residents to promote consistency across the community, reduce staff time addressing questions as to what is acceptable, help identify and correct violations when they might occur, and most importantly, to allow for beautification of properties and the community while not compromising on safety for the public. Safety has been, and shall remain, our number one concern. With this in mind, it is also important to remember that while many residents may use common sense, the reason this has come to light is that there are many examples of plantings that create genuine concern for public safety. If there are any questions, please do not hesitate to contact me. Thank you. Z:\90 - MEETINGS\2026 - MEETINGS\07 - July\Memo - Terrace Garden.doc City of Stevens Point 1515 Strongs Avenue Stevens Point, WI 54481 Public Works Engineering Department: Phone: 715-346-1561 Fax: 715-346-1650 Streets Department: Phone: 715-346-1537 Fax: 715-346-1687 Page 7 of 10 HOUSEHOUSEGARAGEGARAGE DRIVEWAY STREET SIDEWALK STREET SIDEWALKROW20'20'5'5' 2'VAR. 2' 20'20' VAR. ALLEY 4'4' HOUSEHOUSEGARAGEGARAGE DRIVEWAY 20'20' EDGE OF PAVEMENT EDGE OF PAVEMENTSWALESHOULDER ALLEY 4'20'4'20'5'5' 2'VARIES 2'VARIESROW SHOULDER ROW SIDEWALKSWALESWALE LEGENDZONE AZONE BZONE CZONE DZONE EFIRE HYDRANTTREE TERRACE PLANTINGS RESTRICTIONSURBAN AREA TERRACE PLANTINGS RESTRICTIONSRURAL AREALEGENDZONE AZONE BZONE CZONE DZONE EFIRE HYDRANTTREE Page 8 of 10 s t e v e n s p o i n t . c o m July 6, 2026 To: Board of Public Works From: Scott Beduhn, Director of Public Works Re: Contract Award Recommendation Sisters Meadow Development Project 26-108 Bids for the Sisters Meadow Development Project were received on May 5, 2026. Five bids were received for the project, ranging from roughly $1,090,000 to $1,348,000. The bids are summarized in the attached bid tabulation. Though this project was bid in May, the Wisconsin Department of Natural Resources received two requests for a public hearing relating to the impacts this project will have on adjacent wetlands. The public hearing took place as required, and after internal review of the City’s application, the Department of Natural Resources issued the City a permit to construct the project as planned on June 23, 2026. The low bid was submitted by Earth Inc., out of Arpin, WI. Earth was awarded the West Scott Street Project #26-102 in June of 2026; however, work on that project has not yet started, so the City has no recent experience working with Earth Inc. as a general contractor. Earth’s project references are relevant, and they are on the Wisconsin Department of Transportation’s qualified contractors list for this type of work. Based on this, staff believes that Earth Inc. is a responsible bidder and is qualified and capable of performing the work. Staff recommends that the project be awarded to Earth Inc. in an amount not to exceed $1,254,039.70, including a 15 percent contingency. If there are any questions, please do not hesitate to contact me. Thank you. Z:\90 - MEETINGS\2026 - MEETINGS\07 - July\Memo - Award Sisters Meadow Development Project 26-108.doc City of Stevens Point 1515 Strongs Avenue Stevens Point, WI 54481 Public Works Engineering Department: Phone: 715-346-1561 Fax: 715-346-1650 Streets Department: Phone: 715-346-1537 Fax: 715-346-1687 Page 9 of 10 Sisters Meadow Project #26-108 (#10143664) City of Stevens Point 05/05/2026 10:00 AM CDT Line Item Item Description UofM Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension 1 Mobilization L.S. 1 $50,000.00 $50,000.00 $173,425.00 $173,425.00 $121,213.25 $121,213.25 $175,000.00 $175,000.00 $101,000.00 $101,000.00 2 Common Excavation (estimated 5,710 CY) L.S. 1 $110,000.00 $110,000.00 $85,650.00 $85,650.00 $80,491.15 $80,491.15 $105,000.00 $105,000.00 $196,000.00 $196,000.00 3 Compacted Fill - Roadway (estimated 1,000 CY) L.S. 1 $20,000.00 $20,000.00 $10,000.00 $10,000.00 $20,285.90 $20,285.90 $25,000.00 $25,000.00 $16,000.00 $16,000.00 4 Fence Removal L.F. 559 $10.00 $5,590.00 $5.00 $2,795.00 $3.90 $2,180.10 $8.00 $4,472.00 $7.00 $3,913.00 5 Rock Excavation - Utility Trench (Undistributed) C.Y. 400 $90.00 $36,000.00 $29.33 $11,732.00 $221.85 $88,740.00 $0.01 $4.00 $1.00 $400.00 6 Excavation Below Subgrade (EBS)(Undistributed) C.Y. 590 $20.00 $11,800.00 $20.00 $11,800.00 $20.35 $12,006.50 $16.00 $9,440.00 $1.00 $590.00 7 Prepare Foundation for Asphaltic Paving L.S. 1 $5,000.00 $5,000.00 $4,126.50 $4,126.50 $4,126.50 $4,126.50 $8,000.00 $8,000.00 $6,000.00 $6,000.00 8 Biaxial Geogrid S.Y. 2,920 $3.20 $9,344.00 $3.00 $8,760.00 $3.20 $9,344.00 $3.00 $8,760.00 $3.00 $8,760.00 9 Dense Graded Base, 1 1/4-in TON 3,500 $18.50 $64,750.00 $12.00 $42,000.00 $17.40 $60,900.00 $20.00 $70,000.00 $19.00 $66,500.00 10 Granular Backfill, Imported L.F. 3,532 $20.00 $70,640.00 $1.00 $3,532.00 $19.55 $69,050.60 $40.00 $141,280.00 $1.00 $3,532.00 11 HMA Pavement - 3MT 58-28 S TON 310 $105.00 $32,550.00 $108.26 $33,560.60 $108.30 $33,573.00 $110.00 $34,100.00 $110.00 $34,100.00 12 HMA Pavement - 4MT 58-34 S TON 240 $111.00 $26,640.00 $115.29 $27,669.60 $115.30 $27,672.00 $116.00 $27,840.00 $120.00 $28,800.00 13 Concrete Sidewalk, 4-in. S.F. 6,470 $6.00 $38,820.00 $7.43 $48,072.10 $7.10 $45,937.00 $6.50 $42,055.00 $8.00 $51,760.00 14 Concrete Sidewalk, 6-in. S.F. 1,400 $7.25 $10,150.00 $7.98 $11,172.00 $7.65 $10,710.00 $8.50 $11,900.00 $9.00 $12,600.00 15 Detectable Warning Field S.F. 40 $50.00 $2,000.00 $38.50 $1,540.00 $36.75 $1,470.00 $50.00 $2,000.00 $37.00 $1,480.00 16 Concrete Driveway, 6-in. S.F. 1,500 $6.70 $10,050.00 $7.98 $11,970.00 $7.65 $11,475.00 $8.00 $12,000.00 $9.00 $13,500.00 17 Curb and Gutter, 24-in. L.F. 1,490 $14.25 $21,232.50 $18.26 $27,207.40 $17.45 $26,000.50 $15.00 $22,350.00 $18.00 $26,820.00 18 Class "B" Bedding L.F. 2,857 $8.00 $22,856.00 $1.00 $2,857.00 $16.80 $47,997.60 $0.01 $28.57 $1.00 $2,857.00 19 Special Bedding (Undistributed) L.F. 300 $10.00 $3,000.00 $65.55 $19,665.00 $17.15 $5,145.00 $0.01 $3.00 $1.00 $300.00 20 Storm Sewer Pipe, Corrugated HDPE, Class III-A, 12-in. L.F. 344 $60.00 $20,640.00 $69.33 $23,849.52 $51.90 $17,853.60 $80.00 $27,520.00 $94.00 $32,336.00 21 Storm Sewer Pipe, Perforated Corrugated HDPE, Class III-A, 12-in. L.F. 27 $100.00 $2,700.00 $118.29 $3,193.83 $59.20 $1,598.40 $100.00 $2,700.00 $140.00 $3,780.00 22 Storm Sewer Pipe, Corrugated HDPE, Class III-A, 18-in. L.F. 346 $69.00 $23,874.00 $69.54 $24,060.84 $59.30 $20,517.80 $105.00 $36,330.00 $98.00 $33,908.00 23 Storm Sewer Pipe, Corrugated HDPE, Class III-A, 24-in. L.F. 64 $88.00 $5,632.00 $104.79 $6,706.56 $110.15 $7,049.60 $140.00 $8,960.00 $130.00 $8,320.00 24 Apron Endwall, Steel, 12-In. EACH 2 $250.00 $500.00 $241.42 $482.84 $718.00 $1,436.00 $500.00 $1,000.00 $600.00 $1,200.00 25 Apron Endwall, Steel, 18-In. EACH 1 $320.00 $320.00 $269.94 $269.94 $800.35 $800.35 $600.00 $600.00 $700.00 $700.00 26 Apron Endwall, Steel, 24-In. EACH 1 $400.00 $400.00 $431.20 $431.20 $901.55 $901.55 $725.00 $725.00 $900.00 $900.00 27 Drain Basin with Casting, 24-in. EACH 7 $5,000.00 $35,000.00 $4,469.47 $31,286.29 $5,181.60 $36,271.20 $5,000.00 $35,000.00 $6,000.00 $42,000.00 28 Drain Basin with Casting, 36-in. EACH 1 $7,500.00 $7,500.00 $7,778.67 $7,778.67 $8,729.30 $8,729.30 $8,500.00 $8,500.00 $10,000.00 $10,000.00 29 Storm Sewer Manhole, with Casting, 48-in. DIA EACH 4 $5,400.00 $21,600.00 $4,071.40 $16,285.60 $4,313.05 $17,252.20 $5,000.00 $20,000.00 $5,000.00 $20,000.00 30 Storm Sewer Manhole, with Casting, 60-in. DIA EACH 1 $7,200.00 $7,200.00 $7,092.10 $7,092.10 $6,942.40 $6,942.40 $7,500.00 $7,500.00 $9,000.00 $9,000.00 31 Storm Sewer Manhole Control Structure, with Casting, 48-in DIA EACH 1 $7,000.00 $7,000.00 $5,561.05 $5,561.05 $6,149.40 $6,149.40 $7,000.00 $7,000.00 $7,000.00 $7,000.00 32 Manhole Casting Final Adjustment (Core and Pour Method) EACH 6 $1,500.00 $9,000.00 $1,100.00 $6,600.00 $1,140.00 $6,840.00 $2,500.00 $15,000.00 $1,500.00 $9,000.00 33 PVC Sanitary Lateral, SDR 35, 4-in. L.F. 625 $58.00 $36,250.00 $111.67 $69,793.75 $57.45 $35,906.25 $40.00 $25,000.00 $136.00 $85,000.00 34 PVC Sanitary Lateral, SDR 35, 6-in. L.F. 70 $65.00 $4,550.00 $117.85 $8,249.50 $62.95 $4,406.50 $52.00 $3,640.00 $250.00 $17,500.00 35 PVC Sanitary Sewer, SDR 35, 8-in. L.F. 675 $71.00 $47,925.00 $113.33 $76,497.75 $50.10 $33,817.50 $70.00 $47,250.00 $138.00 $93,150.00 36 Sanitary Sewer Manhole, with Casting, 48-in. DIA EACH 2 $7,250.00 $14,500.00 $6,875.81 $13,751.62 $6,952.95 $13,905.90 $7,000.00 $14,000.00 $7,000.00 $14,000.00 37 Sanitary Sewer Drop Manhole, with Casting, 48-in. DIA EACH 1 $13,000.00 $13,000.00 $11,018.73 $11,018.73 $13,141.30 $13,141.30 $36,000.00 $36,000.00 $14,000.00 $14,000.00 38 PVC Watermain, C900, 6-in. L.F. 111 $130.00 $14,430.00 $177.69 $19,723.59 $148.05 $16,433.55 $185.00 $20,535.00 $216.00 $23,976.00 39 PVC Watermain, C900, 8-in. L.F. 744 $61.00 $45,384.00 $129.39 $96,266.16 $78.05 $58,069.20 $90.00 $66,960.00 $144.00 $107,136.00 40 Polyethylene Water Service Lateral, 1-in. L.F. 526 $88.00 $46,288.00 $125.56 $66,044.56 $77.05 $40,528.30 $75.00 $39,450.00 $128.00 $67,328.00 41 Fire Hydrant Assembly EACH 1 $11,000.00 $11,000.00 $9,687.51 $9,687.51 $9,074.25 $9,074.25 $10,000.00 $10,000.00 $10,000.00 $10,000.00 42 Riprap Medium C.Y. 8 $150.00 $1,200.00 $199.75 $1,598.00 $182.55 $1,460.40 $80.00 $640.00 $77.00 $616.00 43 Insulation, 4-in. (Undistributed) S.F. 200 $8.00 $1,600.00 $8.40 $1,680.00 $7.80 $1,560.00 $3.50 $700.00 $5.00 $1,000.00 44 Subsurface Exploration (Undistributed) EACH 3 $1,500.00 $4,500.00 $850.00 $2,550.00 $1,187.90 $3,563.70 $800.00 $2,400.00 $400.00 $1,200.00 45 Wet Pond Liner L.S. 1 $75,000.00 $75,000.00 $55,000.00 $55,000.00 $40,036.30 $40,036.30 $112,500.00 $112,500.00 $101,000.00 $101,000.00 46 Seed Restoration S.Y. 3,000 $12.00 $36,000.00 $3.00 $9,000.00 $7.55 $22,650.00 $8.50 $25,500.00 $1.00 $3,000.00 47 Water for Seeded Areas MGAL 50 $40.00 $2,000.00 $1.00 $50.00 $176.25 $8,812.50 $50.00 $2,500.00 $10.00 $500.00 48 Erosion Control L.S. 1 $12,000.00 $12,000.00 $7,500.00 $7,500.00 $14,939.35 $14,939.35 $9,000.00 $9,000.00 $1,000.00 $1,000.00 49 Clearing and Grubbing L.S. 1 $6,000.00 $6,000.00 $1,000.00 $1,000.00 $4,907.45 $4,907.45 $3,500.00 $3,500.00 $20,000.00 $20,000.00 50 Traffic Control L.S. 1 $6,000.00 $6,000.00 $1,331.00 $1,331.00 $1,397.55 $1,397.55 $3,500.00 $3,500.00 $10,000.00 $10,000.00 51 Marking Crosswalk Paint 6-Inch L.F. 312 $12.50 $3,900.00 $11.00 $3,432.00 $11.55 $3,603.60 $11.50 $3,588.00 $12.00 $3,744.00 52 Marking Stop Line Paint 18-Inch L.F. 13 $25.00 $325.00 $20.00 $260.00 $21.00 $273.00 $21.00 $273.00 $22.00 $286.00 53 Signs Type II, Type H Reflective with Post S.F. 5.18 $160.00 $828.80 $95.00 $492.10 $127.40 $659.93 $125.00 $647.50 $100.00 $518.00 54 Staking L.S. 1 $16,000.00 $16,000.00 $12,400.00 $12,400.00 $13,020.00 $13,020.00 $15,500.00 $15,500.00 $20,000.00 $20,000.00 Total: $1,090,469.30 $1,138,458.91 $1,152,826.43 $1,313,151.07 $1,348,010.00 Total with 15% Contingency: $1,254,039.70 $1,309,227.75 $1,325,750.39 $1,510,123.73 $1,550,211.50 Earth Inc. Stuczynski Trucking & Excavating, Inc Gerke Excavating Inc. Haas Sons, Inc. A-1 Excavating LLC Page 10 of 10