Site work for a water / sewer project in Midland, Michigan. Completed plans call for site work for a water / sewer project.

This project consists of open channel clearing, open channel cleanout, drain crossings and storm sewer construction, driveway and road restoration. Said drain is approximately 5.89 miles in length, 3 feet in width, and 4 feet in depth, and is an existing open channel and enclosed drain. A mandatory pre-bid conference will be held, and attendance is required for prospective General Contractors wishing to submit sealed bids. Oral statements at the conference will not be legally effective. Electronic copies of plans and specifications can be viewed online for a non-refundable fee. WOODLAND ESTATES DRAIN DRAIN CONSTRUCTION 4,507 Lin. Ft. Channel Cleanout - 4' Bottom (Slope Banks as Shown on Plans) 21,266 Lin. Ft. Roadside Ditch Cleanout (Slope Banks as Shown on Plans) 4,075 Lin. Ft. Drain Restoration 21,511 Lin. Ft. Spoil Hauling 4,262 Lin. Ft. Spoil Leveling 1 Lump Sum Site Clearing CROSSINGS - EAST MAIN SHEET 6 94 Sq. Yds. Bituminous Road Restoration E.M. 01 Station 0+13 - CMP - Monroe Rd. - Bituminous Road 60 Lin Ft. 48" HP Storm E.M. 02 Station 2+73 - CMP - Schultz, E&S - Native Drive 40 Lin Ft. 42" HP Storm Restore Native Drive E.M. 03 Station 6+24 - Wooden Footbridge - Francisco, M - Bridge 1 Lump Sum Cleanout Existing Crossing E.M. 04 Station 15+57 - Wooden Footbridge - Craft, D&M - Bridge 1 Lump Sum Cleanout Existing Crossing E.M. 05 Station 17+19 - CPP - Parsons, J & Gerstacker, A - Native Driveway 1 Lump Sum Remove Existing Crossing E.M. 06 Station 17+32 - Wooden Footbridge - Parsons, J & Gerstacker, A - Bridge 1 Lump Sum Cleanout Existing Crossing E.M. 07 Station 20+09 - Wooden Footbridge - Winkel, K- Bridge 1 Lump Sum Cleanout Existing Crossing E.M. 08 Station 22+06 - Wooden Footbridge - Wertz, K - Bridge 1 Lump Sum Cleanout Existing Crossing E.M. 09 Station 25+08 - Wooden Footbridge - Wendt, J - Bridge 1 Lump Sum Cleanout Existing Crossing E.M. 10 Station 27+30 - CMP - North Trail Road & Old Pine Trail - Bituminous Road 80 Lin Ft. 36" HP Storm CROSSINGS - EAST MAIN BRANCH NO. 1 SHEET 7 44 Sq. Yds. Bituminous Road Restoration E.B. 01 Station 03+54 - CPP - North Trail Road - Bituminous Road 60 Lin Ft. 24" HP Storm 10 Lin Ft. 15" HP Storm CROSSINGS - NORTH TRAIL ROAD SHEET 9 260 Sq. Yds. Bituminous Drive Restoration N.T.R. 01 Station 0+49 - CMP - Craig, T&D - Native Drive 35 Lin Ft. 18" HP Storm Restore Native Drive 1 Each 4' Dia. Catch Basin (Includes casting frame, grate and adjustment, connection to existing storm sewer) N.T.R. 02 Station 0+57 - CMP - Schultz, E&S - Native Drive 1 Each Remove Existing Crossing N.T.R. 03 Station 1+07 - CPP - Craig, T&D - Bituminous Drive 40 Lin Ft. 15" HP Storm N.T.R. 04 Station 2+16 - CMP - Schultz, E&S - Bituminous Drive 60 Lin Ft. 18" HP Storm N.T.R. 05 Station 2+95 - CPP - Francisco, M - Bituminous Drive 50 Lin Ft. 15" HP Storm N.T.R. 06 Station 3+84 - CMP - Ricci, W&K - Bituminous Drive 60 Lin Ft. 15" HP Storm N.T.R. 07 Station 4+49 - CMP - Chilcote, D - Bituminous Drive 40 Lin Ft. 15" HP Storm N.T.R. 08 Station 4+77 - CMP - Firenze, L - Bituminous Drive 60 Lin Ft. 15" HP Storm N.T.R. 09 Station 5+84 - CPP - Firenze, L - Bituminous Drive 50 Lin Ft. 15" HP Storm N.T.R. 10 Station 6+69 - CPP - City of Midland - Native Drive 40 Lin Ft. 15" HP Storm Restore Native Drive N.T.R. 11 Station 7+44 - CPP - Singh, C - Native Drive 50 Lin Ft. 15" HP Storm Restore Native Drive N.T.R. 12 Station 9+04 - CPP - Chilcote, D & C Trust - Concrete Drive N.T.R. 15 Station 10+38 - CPP - Jones, C&S - Bituminous Drive 379 Lin Ft. Clean and Televise Existing Storm Sewer N.T.R. 13 Station 9+09 - CPP - Lockwood, J&M - Brick-Paver Drive 40 Lin Ft. 15" HP Storm N.T.R. 14 Station 10+11 - CPP - Dickson, G - Bituminous Drive 50 Lin Ft. 30" HP Storm CROSSINGS - NORTH TRAIL ROAD SHEET 10 48 Sq. Yds. Bituminous Road Restoration 118 Sq. Yds. Bituminous Drive Restoration N.T.R. 16 Station 11+95 - CPP - Lindsly, J&J Trust - Bituminous Drive 1 Lump Sum Cleanout Existing Crossing N.T.R. 17 Station 12+18 - CPP - Anderson, J&L - Bituminous Drive 40 Lin Ft. 30" HP Storm N.T.R. 18 Station 12+89 - CPP - City of Midland - Native Drive N.T.R. 19 Station 13+59 - CPP - Craft, D&M - Bituminous Drive 40 Lin Ft. 30" HP Storm 70 Lin Ft. 18" HP Storm 1 Each 5' Dia. Catch Basin (Includes casting frame, grate and adjustment, connection to existing storm sewer) N.T.R. 20 Station 15+22 - CPP - Parsons, J & Gerstacker, A - Bituminous Drive 50 Lin Ft. 15" HP Storm N.T.R. 21 Station 16+48 - CPP - Jackson, J - Bituminous Drive 40 Lin Ft. 15" HP Storm N.T.R. 22 Station 16+53 - CPP - Stieve, L&P - Bituminous Drive 60 Lin Ft. 15" HP Storm N.T.R. 23 Station 17+83 - CPP - Winkel, K - Bituminous Drive 1 Lump Sum Cleanout Existing Crossing N.T.R. 24 Station 18+21 - CPP - Emerson, M - Bituminous Drive 1 Lump Sum Cleanout Existing Crossing N.T.R. 25 Station 19+89 - CPP - Wertz, K Trust - Bituminous Drive 1 Lump Sum Cleanout Existing Crossing N.T.R. 26 Station 13+17 - CMP - North Trail Rd. - Bituminous Road 60 Lin Ft. 30" HP Storm 10 Lin Ft. 15" HP Storm N.T.R. 27 Station 14+46 - CMP - North Trail Rd. - Bituminous Road 50 Lin Ft. 15" HP Storm Larkin Township, T.15N.-R.02E., Midland County Michigan. In Section 26 - The Northwest 1/4 of Northeast 1/4 and the Northwest 1/4 and the North 1/2 of Southwest 1/4 . In Section 27 - The Northeast 1/4 of Northeast 1/4 and the Northwest 1/4 of Northeast 1/4 and the Southeast 1/4 of Northeast 1/4 . Question Deadline 01/22/2026 at 3:00 PM ET All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing. Questions received less than seven days prior to the date for opening of Bids may not be answered.