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Project Number:
CSAHs 7 & 27 Bridge Replacements
Contract Number:
Winona County
Other Project Numbers:
CSAH 7: CP 1406 - SAP 085-607-012
CSAH 27: CP 1308 - SAP 085-627-013
Project Description:
Replacement of bridges on CSAH 7 & CSAH 27
Including Bituminous Surfacing, Prestressed Concrete Beams, Structural & Slab Concrete, Rebar, Piling, Curb & Gutter, Culverts, Riprap, Guardrail, Traffic Control, Erosion Control & Turf Establishment
Construction 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
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
City or Township:
Pickwick & Rural Rollingstone
Bid Opening:
01/27/2022 10:00 AM
Expected Award Date:
02/08/2022
Project Start Date:
02/15/2022
Construction Start Date:
04/01/2022
Construction End Date:
10/15/2022
Work Type:
Bridge
Project Type:
Bridges
Highest Funding Level:
State
DBE Project:
No
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.
Project Owner:

Winona County Highway Department
c/o Bobbi Spalding
5300 Highway 61 West
Winona, MN   55987
(507) 457-8840
(507) 454-3699
bspalding@co.winona.mn.us
Project Engineer:

Troy Drath, PE
Winona County Highway Department
5300 Highway 61 West
Winona, MN   55987
(507) 457-8840
(507) 454-3699
tdrath@co.winona.mn.us