City of Findlay E. Bigelow Avenue 12-inch Waterline Replacement This project consists of installing a new 12-inch C909 waterline on E. Bigelow Ave., running along the north side of the roadway, in the center westbound lane of E. Bigelow Ave., from N. Main Street to the east side of the CSX Tracks. From the existing 12-inch waterline located on E. Bigelow Ave., just east of the Main Street intersection the proposed waterline will extend east toward the CSX Railroad. Once at the CSX tracks the proposed waterline will be jack and bored under the tracks with a 20-inch casing pipe. After the CSX Jack and Bore, the waterline will continue to the east roughly 100 LF and tie back into the existing 12-inch that is located on the north side of E. Bigelow. This project shall consist of, but not limited to, 1300 LF of 12-inch C909 waterline, 60 LF of 20-inch casing pipe jack and bore, 60 LF of 12-inch Certalock waterline, , 60 LF of 6-inch waterline, full depth pavement repair, waterline tie-ins, waterline abandonments, fire hydrant removal, hydrant replacement, misc. fittings, seeding and mulching. Substantial Completion Date: October 4, 2019 Final Completion Date: November 8, 2019 Engineer’s Estimate: $260,000.00

City of Findlay Blanchard Street 16-inch Waterline Replacement. This project consists of installing a new 16-inch C905 waterline on South Blanchard Street, running along the east side of the roadway, from E. Sandusky Street to Sixth Street. From an existing 36-inch waterline stub located on South Blanchard Street just south of the E. Sandusky Street intersection the proposed waterline will extend south toward Eagle Creek. The proposed waterline will be jack and bored under eagle creek with a 22-inch casing pipe. After the Eagle Creek bore the waterline will continue to the south side of the Sixth Street intersection and tie into the existing 10-inch waterlines in the area. This project will consist of multiple waterline abandonments and tie-ins within the project limits. Due to the depth of the existing sewers and sewer laterals, the proposed 16-inch waterline is expected to be 9 foot deep for majority of the run. As part of the proposed waterline project there will be 180 LF of the 16-inch waterline that will need to be jack and bored with a 22-inch casing pipe from north side of Eagle Creek to the south side. The 16-inch waterline pipe running through the casing pipe shall be C905 Certalock pipe, or equal. This project shall consist of, but not limited to, 5100 LF of 16-inch C905 waterline, 180 LF of 22-inch casing pipe jack and bore 180 LF of 16-inch Certalock waterline, 110 LF of 12-inch C909 waterline, 60 LF of 10-inch C909 waterline, 100 LF of 8-inch waterline, 60 LF of 6-inch waterline, full depth pavement repair, waterline tie-ins, waterline abandonments, fire hydrant removal, hydrant replacement, misc. fittings, seeding and mulching. Substantial Completion Date: September 27, 2019 Final Completion Date: November 1, 2019 Engineer’s Estimate: $1,375,000.00

City of Findlay 2019 Annual Resurfacing Program-Contract A (Concrete) This project consists of nearly 24,902 (LF) of curb removal and replacement on various streets within the City of Findlay in Hancock County. Incidental items include necessary sidewalk or curb ramp replacement (approximately 8,500 SF), concrete drive replacement (approximately 690 SY), asphalt drive replacement (approximately 952 SY), adjustment of manholes and catch basins, grading and seeding. Other minor work is described in the details for each segment of pavement. The project will be split up into two different groups to ensure some of the larger sections of road are completed before school is in session. The 2016 Ohio Department of Transportation (ODOT) Construction and Materials Specifications shall be followed. Required modifications to the ODOT specifications are noted herein. City of Findlay Specifications and Standard Drawings shall also be adhered to where applicable and are available at the City of Findlay Engineering Department, 318 Dorney Plaza, Findlay, OH 45840. The project is funded through the City of Findlay’s Capital Improvements Fund. State prevailing wages and the City of Findlay income taxes shall apply. The project will be awarded to the lowest and most responsive bidder based on the Grand Total Price of the Base Bid and any accepted Alternates as selected by the City of Findlay. Final Completion for Each Group: Group One: On or Before July 5, 2019 Group Two: On or Before August 30, 2019 Engineering Estimate: $ 690,000 (Base Bid)

City of Findlay ODOT FY19 Resurfacing PID100185 This project consists of nearly 8,200 linear feet of curb removal and replacement and/or pavement planning (approximately 25,468 SY) and resurfacing (approximately 1,122 CY) on Production Drive and Industrial Drive within the City of Findlay and Hancock County. Incidental items include necessary sidewalk or curb ramp replacement (approximately 1,000 SF), treatment of shoulders, adjustment of manholes and catch basins, and grading and seeding. Other minor work is described in the details for each segment of pavement. The 2016 Ohio Department of Transportation (ODOT) Construction and Materials Specifications shall be followed. Required modifications to the ODOT specifications are noted herein. City of Findlay Specifications and Standard Drawings shall also be adhered to where applicable and are available at the City of Findlay Engineering Department, 318 Dorney Plaza, Findlay, OH 45840. Federal prevailing wages shall apply. The DBE goal for this project is 6%. All Bidders shall submit a DBE Utilization Plan at the time of bid setting forth specific information demonstrating how the Bidder will achieve the DBE goal. By submitting a DBE Utilization Plan, the Bidder is affirming that they will be using the DBE firms identified in the Utilization Plan to meet the DBE contract goal. The DBE Utilization Plan shall be submitted online at:https://odot.formstack.com/forms/dbe_copy Final Completion: on or before August 2, 2019 Engineering Estimate: $ 541, 420.45

City of Findlay- Water Pollution Control Center Clarifier Rehab. Projected Start Date: April 1, 2019 Substantial Completion: October 31, 2019 Engineers Estimate: $260,000 This project consists of blast cleaning all of the steel in an existing Clarifier Basin, apply a zinc urethane system to the existing catwalk support beams, apply zinc epoxy to the prepared surfaces, and perform miscellaneous repairs to interior sidewall expansion joints and spalling floors.