Site work for a civil project in Saginaw, Michigan. Completed plans call for site work for a bridge / tunnel; and water / sewer project.

**As of July 8 2022, Awarded contractor is Mid-State Earthworks, Inc. in the amount of $1,221,641.50. The Parker Swamp Drain will be let in 1 section as follows, having the length, average depth and width as set forth: Said Drain is an open channel, approximately 3.0 miles in length, and has an average depth of 7 feet and an average bottom width of 4 feet. This Notice of Letting, the plans, specifications, and bid proposal shall be considered a part of the contract. The following items will be required, and a contract let for same: Parker Swamp Drain and Branch Open Channel Construction 3,894 Lin. Ft. Drain Restoration 8,324 Lin. Ft. Open Channel Excavation 3,011 Lin. Ft. Channel Cleanout 8,463 Lin. Ft. Spoil Leveling 2,872 Lin. Ft. Spoil Hauling 1 Lump Sum Site Clearing Crossings Parker Swamp Drain No. 2 Station 24+30 - Sprague. - Native Drive 1 Lump Sum Remove Existing Crossing No. 2A Station 32+95 - SpraguTrepkowski, P. & E., Bakos, J. & T. - Native Drive 1 Lump Sum Remove Existing Crossing No. 3 Station 34+58 - Hillbridge Road - SCRC - Bituminous Road 1 Lump Sum Cleanout Existing Crossing No. 3A Station 41+50+ - Stevens, K. 1 Lump Sum Rockford Crossing No. 4 Station 49+04 - Mielke Road - Bituminous Road 1 Lump Sum Cleanout Existing Crossing No. 5 Station 56+71 - Mills, G. & L. - Native Drive 62 Lin. Ft. 87" x 63" C.M.P.A., (3" x 1" Corr., 12 Ga.) No. 6 Station 59+23 - Dobulis, I. & M. - Bituminous Drive 1 Lump Sum Cleanout Existing Crossing No. 7 Station 59+77 - Labean, R. - Native Drive 1 Lump Sum Remove Existing Crossing No. 8 Station 68+38 - Wilkinson Road. -Bituminous Road 1 Lump Sum Cleanout Existing Crossing No. 9 Station 82+73 - Frank, G. & R. - Native Drive 60 Lin. Ft. 42" Dia. Stm. Swr. No. 9A Station 89+31 - Consumers Energy - Native Drive 30 Lin. Ft. 57" x 38" C.M.P.A. (2 2/3" x 1/2 " Corr., 12 Ga.) No. 10 Station 94+26 - Munger, R. & C. - Gravel Drive 50 Lin. Ft. 36" Dia. Stm. Swr. No. 10A Station 97+85 - SCRC - Pierce Road, Bituminous 50 Lin. Ft. 15" Dia. Stm. Swr. No. 11 Station 99+12 - Munger, R. & C. - Gravel Drive 50 Lin. Ft. 36" Dia. Stm. Swr. No. 11A Station 100+10 -SCRC - Pierce Road, Bituminous 50 Lin. Ft. 15" Dia. Stm. Swr. No. 11B Station 102+75 -SCRC - Pierce Road, Bituminous 50 Lin. Ft. 15" Dia. Stm, Swr. No. 12 Station 107+08 - SCRC - N. Gleaner & Pierce Roads, Bituminous 64 Lin. Ft. 36" Dia. C76-III R.C.P. 50 Lin. Ft. 15" Dia. Stm. Swr. 40 Lin. Ft. 15" Dia. Stm. Swr. 1 Each 6' Dia. M.H. Branch No. 1 of the Parker Swamp Drain Crossings No. 15 Station 1+33 - Frank, G. & R.- Native Drive 60 Lin. Ft. 42" Dia. Stm. Swr. No. 16 Station 5+82 - Frank, G. & R. - Wood Footbridge 1 Lump Sum Cleanout Under Existing Footbridge No. 17 Station 11+14 - Munger, R. - Native Drive 50 Lin. Ft. 42" Dia. Stm. Swr. No. 17A Station 14+90 - SCRC - Pierce Road, Bituminous 50 Lin. Ft. 15" Dia. Stm. Swr. No. 17B Station 16+00 - SCRC - Pierce Road, Bituminous 50 Lin. Ft. 18" Dia. Stm. Swr. No. 18 Station 23+94 -SCRC - Mielke Road - Bituminous Road 60 Lin. Ft. 36" Dia. Stm. Swr. 1 Each 7' Dia. M. H. 40 Lin. Ft. 15" Dia. Stm. Swr. No. 19 Station 24+49 - SCRC - Pierce Road - Bituminous Road 50 Lin. Ft. 36" Dia. Stm. Swr. No. 20 Station 26+78 - Wirtz, J. - Gravel Drive 50 Lin. Ft. 36" Dia. Stm. Swr. No. 21 Station 28+16 - Wirtz, J. - Gravel Drive 100 Lin. Ft. 36" Dia. Stm. Swr. No. 22 Station 34+72 - Hughes, J. & L. -Native Drive 50 Lin. Ft. 30" Dia. Stm. Swr. No. 23 Station 38+25 - Cassells, M & M. - Gravel Drive 1 Lump Sum Cleanout Existing Structure No. 24 Station 40+98 - Datte, K. & S. Trust - Gravel Drive 1 Lump Sum Cleanout Existing Structure No. 25 Station 43+01 - Pfahl, T. & S. - Gravel Drive 1 Lump Sum Cleanout Existing Crossing Maintenance Lane Culverts 40 Lin. Ft. 15" Dia. Stm. Swr. 40 Lin. Ft. 24" Dia. Stm. Swr. 40 Lin. Ft. 30" Dia. Stm. Swr. 40 Lin. Ft. 24" Dia. Stm. Swr. Soil Erosion and Sediment Control 500 Sq. Yds. Miscellaneous Plain Riprap 50 Lin. Ft. Grass Spillway 150 Lin. Ft. Plain Riprap Spillway 2,850 Lin. Ft. Plain Riprap Toe of Slope Protection 1,500 Sq. Yd. NAG C-350 Erosion Control Blanket (or approved equal) 12 Each 35' of 15" C.M.P. Surface Outlet Tube 4 Each 35' of 18" C.M.P. Surface Outlet Tube 5 Each 10" and Larger Tile Outlet Repair 15 Each 6" to 8" Tile Outlet Repair 40 Each 4" to and Smaller Tile Outlet Repair 80 Each Plain Riprap Splash Pad Miscellaneous Items 1 Lump Sum Cleanup and Restoration 1 Lump Sum Seeding, Fertilizing, and Mulching 1 Lump Sum Traffic Control - County Roads A security deposit in the form of a cashier's check, money order, certified check or bidders bond shall be submitted with any bids. No cash will be permitted. The security deposits of all unsuccessful bidders shall be returned after the Contract is awarded. The Contract will be awarded to the lowest responsive and responsible bidder giving adequate security for the performance of the work and meeting all conditions represented in the Instructions to Bidders. The Contract completion date and the terms of payment will be announced at the time and place of letting. If no satisfactory bids are received, we reserve the right to reject any and all bids and to adjourn to a time and location as we shall announce.