CSAH 14 BITUMINOUS OVERLAY & CULVERT LINING - CP 2204

CSAH 29 BITUMINOUS RECLAMATION & OVERLAY WITH CULVERTS - SAP 085-629-028, CP 2201

CR 106 RECONSTRUCTION WITH BITUMINOUS SURFACING - CP 2202 

Bid Opening:  Friday, March 18, 2022 @ 10:00 AM

WINONA COUNTY PROPOSALS SOLICITED
Separate sealed bids will be received by the Winona County Highway Department, 5300 Hwy 61 W, Winona, MN
55987 until 10:00 AM, Friday, March 18, 2022, at which time said proposals will be opened and publicly read.
The recommendation for award will be submitted to the County Board at a regularly scheduled meeting.

PROJECT
CSAH 14 Bituminous Overlay & Culvert Lining
LINING OF EXISTING CULVERTS & BITUMINOUS SURFACE OVERLAY
Including Bituminous Surfacing, Aggregate Shouldering, Milling Bituminous Surface, Culvert Lining, Traffic Control, and Striping.

CSAH 29 Bituminous Relamation & Overlay with Culverts
BITUMINOUS RECLAMATION, EXCAVATION, CULVERT INSTALLATION & LINING & BITUMINOUS SURFACING
Including Bituminous Surfacing, Bituminous Stabilized Base, Miscellaneous Removals, Excavation, Aggregate Base & Shouldering, Borrow, Random Riprap, CS & HPP Culvert & Aprons, Lining of Culverts, Removal/Salvage/Reinstall Guardrail & End Treatments, Traffic Control, Erosion Control, Turf Establishment and Striping.

CR 106 Reconstruction & Bituminous Surfacing
EXCAVATION, CULVERT INSTALLATION & BITUMINOUS SURFACING
Including Excavation & Embankment, Bituminous Surfacing, Miscellaneous Removals, Aggregate Base & Shouldering, Random Riprap, RC & CS Culvert & Aprons, Mailbox Salvage & Reinstallation, Traffic Control, Erosion Control, Turf Establishment and Striping.

PROJECT LOCATION
CSAH 14 Bituminous Overlay & Culvert Lining
On CSAH 14 approximately 1 Mile West of the intersection with CSAH 29 to the intersection with CSAH 29, South of the City of Lewiston

CSAH 29 Bituminous Reclamation & Overlay with Culverts
On CSAH 29 from I-90 to the South city limits of the City of Lewiston

CR 106 Reconstruction & Bituminous Surfacing
On CR 106 from the intersection with CSAH 29 to the intersection with CSAH 25, South of the City of Lewiston

ESTIMATED QUANTITIES OF WORK
CSAH 14 Bituminous Overlay & Culvert Lining
MOBILIZATION - 1 LS; AGGREGATE SURFACING CLASS 1 - 533 TON; MILL BITUMINOUS SURFACE 2.0" - 42 SY; TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) - 1,399 TON;  CLEAN PIPE CULVERT - 165 LF; LINING PIPE CULVERT 18" & 24" - 165 LF; TRAFFIC CONTROL - 1 LS; 4" SOLID & BROKEN LINE PAINT - 16,251 LF and Miscellaneous and Appurtenant Items required for a Complete Project.

CSAH 29 Bituminous Reclamation & Overlay with Culverts
MOBILIZATION - 1 LS; REMOVE PIPE APRON - 12 EACH; SALVAGE ENERGY ABSORBING TERMINAL - 4 EACH; SAWING BITUMINOUS PAVEMENT (FULL DEPTH) - 24 LF; REMOVE PIPE CULVERTS - 212 LF; SALVAGE GUARDRAIL-PLATE BEAM - 1549 LF; SALVAGE GUARDRAIL-BULL NOSE - 36 LF; COMMON EXCAVATION - 1,242 CY; COMMON EMBANKMENT (CV) - 4,491 CY; GEOTEXTILE FABRIC TYPE 5 - 400 SY; AGGREGATE SURFING CLASS 1 - 4,641 TON; DOZER - 13 HOUR; AGGREGATE BASE CLASS 5 & CLASS 5 MODIFIED - 14,673 TON; FULL DEPTH RECLAMATION - 56,907 SY; STABILIZED FULL DEPTH RECLAMATION - 56,445 SY; BITUMINOUS MATERIAL FOR MIXTURE - 80 TON; MILL BITUMINOUS SURFACE 2.0" - 55 SY; BITUMINOUS MATERIAL FOR FOG SEAL - 6,829 GAL; TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) - 15,757 TON; PAVEMENT DENSITY INCENTIVE - 1 LS; PAVEMENT SMOOTHNESS INCENTIVE - 1 LS; GRANULAR BACKFILL - 3,217 TON; GRANULAR FOUNDATION AND/OR BEDDING - 269 TON; 24"-60" CS PIPE APRON - 18 EACH; 24" HPP PIPE SEWER - 290 LF; CLEAN PIPE CULVERT - 714 LF; LINING CULVERT PIPE 24"-60" - 813 LF; RANDOM RIPRAP CLASS III & IV - 249 CY; INSTALL TRAFFIC BARRIER DESIGN BULL NOSE - 36 LF; INSTALL ENERGY ABSORBING TERMINAL - 4 EACH; INSTALL GUARDRAIL - 1,549 LF; TRAFFIC CONTROL - 1 LS; SILT FENCE TYPE MS - 28,676 LF; FERTILIZER TYPE 3 - 2,513 LB; ROLLED EROSION PREVENTION CAT. 25 - 7,894 SY; SEED MIXTURE 25-131 & 25-141 - 610 LB; HYDRAULIC STABILIZED FIBER MATRIX - 16,650 LB; SEEDING - 7.18 ACRE; 4" SOLID & BROKEN LINE PAINT - 45,776 LF; and Miscellaneous and Appurtenant Items required for a Complete Project.

CR 106 Reconstruction & Bituminous Surfacing
MOBILIZATION - 1 LS; REMOVED MAILBOX SUPPORT - 2 EACH; REMOVE PIPE CULVERTS - 134 LF; REMOVE BITUMINOUS DRIVEWAY PAVEMENT - 225 SY; GEOTEXTILE FABRIC TYPE 5 - 7,784 SY; COMMON EXCAVATION (P) - 5,183 CY; COMMON EMBANKMENT (CV) (P) - 2,619 CY; AGGREGATE SURFING CLASS 2 - 302 TON; DOZER - 5 HOUR; AGGREGATE BASE CLASS 5Q & CLASS 5Q MODIFIED - 11,028 TON; FULL DEPTH RECLAMATION - 8,340 SY; TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) - 2,467 TON; PAVEMENT DENSITY INCENTIVE - 1 LS; GRANULAR BACKFILL - 342 TON; GRANULAR FOUNDATION AND/OR BEDDING - 119 TON; 24" RC PIPE APRON - 2 EACH; 18" & 21" SPAN CS SAFETY APRON AND GRATE DESIGN 3128 - 4 EACH; 24" RC PIPE CULVERT - 60 LF; 18" & 21" SPAN CS PIPE CULVERT - 110 LF; RANDOM RIPRAP CLASS IV - 12 CY; INSTALL MAILBOX SUPPORT - 2 EACH; TRAFFIC CONTROL - 1 LS; SILT FENCE TYPE MS - 1,210 LF; SEDIMENT CONTROL LOG TYPE WOOD FIBER (8") - 760 LF; STABILIZED CONSTRUCTION EXIT - 2 EACH; FERTILIZER TYPE 3 - 1,093 LB; SEEDING - 7.18 ACRE; SEED MIXTURE 25-131 & 25-141 - 481 LB; HYDRAULIC STABILIZED FIBER MATRIX - 7,410 LB; ROLLED EROSION PREVENTION CAT. 25 - 3,142 SY; 4" SOLID & BROKEN LINE PAINT - 8,886 LF; and Miscellaneous and Appurtenant Items required for a Complete Project.

PLANS AND PROPOSALS
Downloadable copies are available at www.co.winona.mn.us/bid (http://www.co.winona.mn.us/bid) for a fee of
$15.00.

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.

Dated this 22nd day of February, 2022
Troy Drath, PE
Winona County Assistant Engineer