Site work and paving for a civil project in Winona, Minnesota. Completed plans call for site work for a bridge / tunnel; road / highway; water / sewer project; and for paving for a road / highway.

bituminous reclamation, culvert replacement, grading, shoulder widening, aggregate base, concrete pavement, bituminous pavement, aggregate shouldering & turf establishment including concrete surfacing, miscellaneous removals, excavation & embankment grading, rc culverts & cattle passes and aprons, hpp pipe with cs pipe aprons, culvert cleaning, random riprap, mailboxes, traffic control, traffic barrier, erosion control, turf establishment and striping. Estimated quantities of work mobilization - 1 ls; construction staking - 1 ls; remove sign - 24 each; remove mail box support - 17 each; remove pipe culverts - 1825 lf; sawing bituminous pavement (full depth) - 630 lf; remove fence - 2186 lf; remove bituminous driveway pavement - 1193 sy; excavation - common (ev) - 101046 cy; common embankment (cv) - 8977 cy; select granular borrow - 64114 ton; aggregate surfacing class 1 - 1888 ton; dozer - 15 hour; aggregate base class 5 - 43599 ton; full depth reclamation - 65324 sy; dowel bar - 26312 each; concrete pavement 8.0" - 47812 sy; w/c ratio incentive/discincentive - 10625 cy; optimized aggregate gradation incentive - 10625 cy; coarse aggregate quality incentive/disincentive - 10625 cy; permanent header - 48 lf; type sp 12.5 wearing course mixture (3;c) - 5622 ton; pavement smoothness incentive - 68 segment; reinforcement bars - 9989 pound; granular backfill - 5606 ton; granular foundation and/or bedding - 1894 ton; 21" cs safety apron and grate design 3128 - 28 each; 30" cs pipe apron - 22 each; 21" span cas safety pipe apron and grate design 3128 - 2 each; 36" span rc pipe-arch apron - 2 each; 72" high rc cattle pass apron - 2 each; 21" span cs pipe-arch culvert - 40 lf; 36" span rc pipe-arch culvert - 66 lf; 72" high rc cattle pass culvert - 78 lf; 18" pipe culvert - 1042 lf; 24" pipe culvert - 1081 lf; clean pipe culvert - 625 lf; random riprap class iii - 117.3 cy; install mail box support - 17 each; traffic control supervisor - 1 ls; traffic control - 1 ls; stabilized construction exit - 2 each; erosion control supervisor - 1 ls; silt fence, type ms - 19120 lf; sediment control log type wood fiber - 1704 lf; storm drain inlet protection - 100 each; fertilizer type 3 - 7517 lb; rolled erosion prevention category 25 - 18813 sy; seeding - 21.5 acre; seed mixture 25-131 - 486 lb; seed mixture 25-141 - 1426 lb; hydraulic stabilized fiber matrix - 52769 lb; rapid stabilization method 3 - 64.4 mgal; 4" solid & broken line paint gr in (wr) - 49524 lf; and miscellaneous and appurtenant items required for a complete project. A minimum goal of 6.7 % Good Faith Effort to be subcontracted to Disadvantaged Business Enterprises. PROJECT LOCATION On CSAH 21 approximately From Jct with TH 43 to 1300' North of Jct with Gilmore Ridge Drive Bids must be accompanied by a certified check made payable to the Winona County Highway Department for five percent (5%) of the bid or a corporate bond in favor of the Winona County Auditor in the amount of five percent (5%) of the bid. The County reserves the right to reject any or all bids received.