Demolition, site work, paving and new construction of a bridge / tunnel in Pickwick, Minnesota. Completed plans call for the demolition of a bridge / tunnel; for the construction of a bridge / tunnel; for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

On Contracts with Disadvantaged Business Enterprise (DBE), Targeted Group Business (TGB) or Veteran-Owned Small Business (VET) established goals, or any combination thereof, the Contractor's organization shall perform Work amounting to not less than 30 percent of the total original Contract Amount. CSAH 7 Bridge Replacement REMOVAL OF EXISTING BRIDGE & REPLACEMENT WITH A NEW BRIDGE Including Bituminous Surfacing, Miscellaneous Removals, Prestressed Concrete Beams, Structural & Slab Concrete, Rebar, Approach Panels, Architectural Surface and Color Treatments, Timber Railing, Excavation, Piling, Concrete Curb & Gutter, RC Culverts & Aprons, Random Riprap, Traffic Control, Traffic Barrier, Erosion Control and Turf Establishment. Location: CSAH 7 Bridge Replacement On CSAH 7 approximately 1.9 Miles South of the intersection with Trunk Highway 14/Trunk Highway 61, over Big Trout Creek in the Village of Pickwick CSAH 27 Bridge Replacement REMOVAL OF EXISTING BRIDGE & REPLACEMENT WITH A NEW BRIDGE Including Bituminous Surfacing, Miscellaneous Removals, Structural & Slab Concrete, Rebar, Approach Panels, Excavation, Borrow, Piling, Random Riprap, Concrete Curb & Gutter, CS Culvert & Aprons, Concrete Flume, Guardrail & End Treatments, Traffic Control, Erosion Control, Turf Establishment and Striping. Location: CSAH 27 Bridge Replacement On CSAH 27 approximately 1.5 Miles South of the intersection with State Highway 248, over the Bear Creek, approximately 3 Miles Southwest of the City of Rollingstone Estimated quantities of work Csah 7 - bridge 85579 Mobilization - 1 ls; clearing & grubbing - 1 ls; remove drainage structure - 4 each; remove concrete apron - 2 each; remove pipe culverts - 106 lf; remove curb & gutter - 352 lf; sawing concrete & bituminous pavement (full depth) - 795 lf; remove concrete & bituminous pavement - 645 sy; common excavation - 133 cy; aggregate surfacing & base class 2 & class 2 modified - 136 cy; concrete pavement 6" & 8" - 35 sy; bituminous material for tack coat - 12 gallons; type sp 12.5 wearing course mixture (2,c) - 70 ton; structural concrete (1g52) - 250 cy; structural concrete (3b52, 3s52) (p) - 291 cy; reinforcement bars (std, epoxy coated, stainless 75ksi) (p) - 82,390 pound; strucuture excavation - 1 ls; slope preparation - 1 ls; bridge slab concrete (3yhpc-m) (p) - 2,719 sf; floor drain type b706 modified - 2 each; bearing assembly - 8 each; structural steel (3306) (p) - 542 pound; hardware - 2,429 pound; treated wood - 1,834 mbm; timber railing - 166 lf; prestressed concrete beams mn45 (p) - 348 lf; diaphragms for type mn45 prestressed beams (p) - 26 lf; bridge approach panels - 195 sy; architectural surface treatment (p) - 317 sy; architectural color system (p) - 317 sy; grouted reinforcement bars - 96 each; remove existing bridge - 1 ls; steel h-test pile 30 ft. Long 10" - 2 each; pile tip protection 10" - 13 each; steel h-piling 10" - 220 lf; 16" steel pile shells - 104 lf; 15" & 24" rc pipe aprons - 2 each; 15" 18" & 24" rc pipe culvert - 132 lf; drainage system type (b910) - 1 ls; drainage system type special - 1 ls; construct drainage structure design n & 48-4020 - 4 each; geotextile filter type 7 - 55 sy; random riprap class iii - 424 cy; granular filter - 90 cy; concrete curb & gutter design b624 - 180; conduit system - 1 ls; end treatment - tangent terminal - 2 each; traffic barrier design special 1 - 50 lf; traffic barrier design special 2 - 38 lf; wire fence design special vinyl coated - 15 lf; traffic control - 1 ls; temporary sediment trap - 1 each; silt fence type ms - 300 lf; floatation silt curtain type moving water - 250 lf; turf establishment - 1 ls; erosion control blankets category 3n - 370 sy; and miscellaneous and appurtenant items required for a complete project. Csah 27 - bridge 85578 Mobilization - 1 ls; remove pipe culverts - 32 lf; remove bituminous pavement - 930 sy; remove regulated waste material (bridge) - 1 ls; common excavation (p) - 739 cy; select granular borrow mod 15% (cv) - 50 cy; aggregate base class 2 & class 2 modified - 923 ton; type sp 12.5 wearing course mixture (2,c) - 141 ton; structural concrete (3b52) (p) - 163 cy; bridge slab concrete (3yhpc-m) (p) - 2,356 sy; type s (tl-4) railing concrete (3s52) (p) - 136 lf; reinforcement bars (epoxy coated & stainless steel - 60 ksi) (p) - 40,120 pound; strucuture excavation - 1 ls; foundation prep pile bent piers - 1 ls; bridge approach panels - 166 sy; concrete flume - 1 each; remove existing bridge - 1 ls; c-I-p conc test pile 60 ft long 12" - 2 each; c-I-p conc test pile 65 ft long 12" - 2 each; c-I-p concrete piling 12" - 690 lf; pile points 12" - 16 each; 18" cs pipe culvert - 32 lf; 18" cas safety apron & grate des 3128 - 2 each; drainage system type (b910) - 1 ls; random riprap class v - 370 cy; anchorage assembly - plate beam - 1 each; end treatment - tangent terminal type 31 - 1 each; traffic barrier design trans type 31 - 50 lf; traffic barrier design type 31 - 38 lf; traffic control - 1 ls; silt fence type ms - 900 lf; flotation silt curtain type moving water - 30 lf; common topsoil borrow - 5 cy; temporary poly covering - 2.400 sy; turf establishment - 1 ls; rapid stabilization method 4 - 1,100 sy 4" solid & broken line multi comp - 1,185 ls; and miscellaneous and appurtenant items required for a complete project. 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.