Site work and paving for a mixed-use development in Lakefield, Minnesota. Completed plans call for site work for a sidewalk / parking lot; road / highway; water / sewer project; for paving for a road / highway; and sidewalk / parking lot.

As of June 01 2026 project was awarded to M.R.Paving and Excavating, Inc, awarded amount is $ 3,693,516.25. Major quantities for the Work include: mobilization; removal of curb and gutter, bituminous pavement, and driveway or walk; common excavation; select granular embankment; installation of geotextile fabric, aggregate base, and bituminous mixtures; construction of concrete walk, curb and gutter, and driveway pavement; installation of truncated domes; traffic control; boulevard topsoil borrow and turf establishment; removal and installation of manholes, pipe sewer, storm sewer, sump pump service connections, casting assemblies, sanitary sewer services, and water main; installation of hydrant systems, gate valves and boxes, water services, PVC water main with tracer wire, and water main fittings. Bidders must submit bid security in the amount of 5 percent of the Bid and a signed statement under oath verifying compliance with the minimum criteria in Minnesota Statutes, section 16C.285, subdivision 3. The City of Lakefield reserves the right to reject any and all Bids, to waive irregularities and informalities, and to award the Contract in the best interests of the City of Lakefield. Description: Major quantities for the Work include: 1 LUMP SUM MOBILIZATION 9,210 LIN FT REMOVE CURB AND GUTTER 17,407 SQ YD REMOVE BITUMINOUS PAVEMENT (P) 3,711 SQ YD REMOVE DRIVEWAY OR WALK 13,191 CU YD EXCAVATION-COMMON (EV) (P) 7,081 CU YD SELECT GRANULAR EMBANKMENT (CV) (P) 21,314 SQ YD GEOTEXTILE FABRIC, TYPE 4 (P) 4,673 CU YD AGGREGATE BASE (CV) CLASS 5 (P) 3,867 TONS TYPE SP 12.5 BITUMINOUS MIXTURES 198 SQ YD TYPE SP 9.5 WEAR COURSE MIX (2,B) (SPWEA230B) (DRIVEWAYS) 46 LIN FT 4" PERF HDPE PIPE DRAIN 8,223 LIN FT 6" PERF HDPE PIPE DRAIN 22,642 SQ FT 4" AND 6" CONCRETE WALK 8,988 LIN FT CONCRETE CURB & GUTTER, DESIGN B418, B618, & D418 1,250 SQ YD 7" CONCRETE DRIVEWAY PAVEMENT 280 SQ FT TRUNCATED DOMES 1 LUMP SUM TRAFFIC CONTROL 1,428 CU YD BOULEVARD TOPSOIL BORROW (CV) 13,630 SQ YD TURF ESTABLISHMENT, TEMPORARY AND PERMANENT 27 EACH REMOVE MANHOLE (STORM) 2,442 LIN FT REMOVE PIPE SEWER (STORM) 67 EACH SUMP PUMP SERVICE CONNECTION (TOTAL UNIT) 1 EACH 15" RC PIPE APRON 3,476 LIN FT 12" TO 24" STORM SEWER 50 EACH CASTING ASSEMBLY 215.1 LIN FT CONSTRUCT STORM DRAINAGE STRUCTURE 60 EACH SANITARY SEWER SERVICES 2,286 LIN FT 4" PVC SANITARY SEWER SERVICE PIPE 3,217 LIN FT 8" OR 10" SDR-35 PVC SANITARY SEWER (REGARDLESS OF DEPTH) 108 LIN FT CONSTRUCT SANITARY MANHOLE DESIGN 4007 4,051 LIN FT REMOVE WATER MAIN 1 LUMP SUM TEMPORARY WATER SERVICE 12 EACH HYDRANT SYSTEM 32 EACH 6", 8", OR 10" GATE VALVE & BOX 63 EACH 1" WATER SERVICES 4,625 LIN FT 4", 6", 8", OR 10" C900 PVC WATER MAIN W/TRACER WIRE 3,384 POUNDS WATER MAIN FITTINGS Question Deadline 04/21/2026 All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing. Questions received less than 10 days prior to the date for opening of Bids may not be answered.