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Last Updated 11/24/2020 12:15 AM
Project Title

Grading, Bituminous And Concrete Surfacing, Ada Improvements, Tension Cable Guardrail, And Lighting Concrete Pavement Rehabilitation And Diamond Grinding

Physical Address View project details and contacts
City, State (County) MN   (Kandiyohi County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

3412-73 (TH 71/23=004), 3419-11 (TH 994A=004) 3412-74 (TH 71/23=004), 3419-12 (TH 994A=004) HSIP-STPF 3421(069) In Kandiyohi County located on TH 71/23 from CR 90 to 48th Ave NE; TH 994A from 110’ South of CSAH 24 to 1079’ North of CSAH 24 In Kandiyohi County located on SB TH 994A from 60' South of CSAH 24 to SB TH 71/23 Bypass and on SB TH71/23 from SB TH 71/23 Bypass to 0.2 Miles N of 26th St Grading, Bituminous and Concrete Surfacing, ADA Improvements, Tension Cable Guardrail, and Lighting Concrete Pavement Rehabilitation and Diamond Grinding 4.12 Miles Truncated Domes 132 Sf,Lighting System "b" 1 Ls,Delineator / Marker Sign 23 Each,Stabilized Construction Exit 1 Ls,Storm Drain Inlet Protection 14 Each,Subsoiling 3.6 Acre,Pavement Message Multi-Component Ground In (Wr) 410 Sf,Pavement Marking Removal 1540 Lf,Remove Sign Type c 16 Each,Excavation - Common 12545 Cy,Dowel Bar 1200 Each,Drill And Grout Reinforcement Bar (Epoxy Coated) 906 Each,30" Cas Safety Apron And Grate Design 3128 2 Each,18" Rc Safety Apron 3 Each,24" Cas Pipe Culvert 4 Lf,58" Span Rc Pipe-Arch Culvert Class Iia 61 Lf,Pipe Ties 18 Each,24" Rc Pipe Sewer Design 3006 Class Iii 76 Lf,Lighting System "a" 1 Ls,Traffic Control 1 Ls,Traffic Control Supervisor 1 Ls,Random Riprap Class Iii 26 Cy,4" Concrete Walk 3492 Sf,Rapid Stabilization Method 2 .2 Acre,24" Solid Line Multi-Component Ground In (Wr) 75 Lf,Sawing Bituminous Pavement (Full Depth) 3406 Lf,Remove Bituminous Pavement 3721 Sy,Drill And Grout Dowel Bar (Epoxy Coated) 12 Each,Fine Aggregate Bedding (Cv) 269 Cy,Casting Assembly 8 Each,Remove Delineator 5 Each,Concrete Curb And Gutter Design b624 77 Lf,Hydraulic Mulch Matrix 38 Lb,Interim Pavement Marking 1 Ls,Supplemental Reinforcement Bars (Epoxy Coated) 1471 Lb,4" Broken Line Multi-Component Ground In (Wr) 4074 Lf,Temporary Impact Attenuator 2 Amby,Relocate Temporary Impact Attenuator 2 Amby,Geotextile Filter Type 4 72 Sy,Sign Panels Type c 498 Sf,Rapid Stabilization Method 4 1811 Sy,Maint And Restoration Of Haul Roads 1 Ls,15" Cas Safety Apron And Grate Design 3128 1 Each,30" Rc Pipe Culvert Design 3006 Class Iii 84 Lf,Remove Curb And Gutter 330 Lf,Mobilization 1 Ls,Partial Depth Repair (Type Ba) 278 Sf,Tension Cable Guardrail 1250 Lf,Culvert End Controls 10 Each,Seeding 3.6 Acre,Seed Mixture 35-241 71 Lb,Mulch Material Type 1 2.9 Ton,Select Granular Embankment (Cv) 3750 Cy,57" Span Cs Safety Apron And Grate Design 3148 2 Each,Remove Casting 1 Each,Pavement Replacement (Type Cx) 845 Sy,Portable Precast Concrete Barrier Design 8337 4475 Lf,6" Solid Line Multi-Component Ground In (Wr) 20275 Lf,Removable Preformed Pavement Marking Tape 2900 Lf,Concrete Median 178 Sy,Fertilizer Type 3 962 Lb,Seed Mixture 25-141 97 Lb,Mobile Retroreflectometer Measurements 83612 Lf,Remove Anchorage Assembly - Tension Cable 1 Each,Excavation - Subgrade 3074 Cy,Common Embankment (Cv) 5234 Cy,Type Sp 12.5 Wearing Course Mixture (4,b) 3446 Ton,24" Cas Safety Apron And Grate Design 3128 1 Each,15" Cas Pipe Sewer 19 Lf,Construct Drainage Structure Design Sd-48 3 Lf,Construct Drainage Structure Design 48-4020 22 Lf,Remove Concrete Walk 1579 Sf,Concrete Curb And Gutter Design b424 305 Lf,Portable Concrete Barrier Delineator 190 Each,6" Concrete Walk 1185 Sf,Concrete Curb And Gutter Design s524 626 Lf,Guide Post Type b 10 Each,Erosion Control Supervisor 1 Ls,Weed Spraying 1.8 Acre,Rolled Erosion Prevention Category 25 1978 Sy,As Built 1 Ls,Remove Tension Cable Guardrail 1386 Lf,Aggregate Base (Cv) Class 5 2972 Cy,Concrete Pavement 8.0" 1967 Sy,15" Cas Pipe Apron 1 Each,15" Rc Pipe Sewer Design 3006 Class v 41 Lf,Remove Pipe Culverts 182 Lf,18" Rc Pipe Culvert Design 3006 Class v 62 Lf,3" Precast Concrete Headwall 1 Each,Adjust Frame And Ring Casting 1 Each,Anchorage Assembly - Tension Cable 3 Each,Soil Bed Preparation 3.6 Acre,Disk Anchoring 2.6 Acre,Weed Spray Mixture 1 Gal,Mulch Material Type 3 2.4 Ton,4" Solid Line Multi-Component Ground In (Wr) 29489 Lf,4" Frame And Ring Casting 1 Each,Anchorage Assembly - Tension Cable 3 Each,Soil Bed Preparation 3.6 Acre,Disk Anchoring 2.6 Acre,Weed Spray Mixture 1 Gal,Mulch Material Type 3 2.4 Ton,4" Solid Line Multi-Component Ground In (Wr) 29489 Lf,4" Double Solid Line Multi-Component Ground In (Wr) 700 Lf,Sawing Concrete Pavement (Full Depth) 1453 Lf,Remove Pavement 714 Sy,Remove Concrete Pavement 317 Sy,Aggregate Surfacing (Cv) Class 1 817 Cy,Aggregate Base (Cv) Class 5q 941 Cy,18" Cas Pipe Culvert 19 Lf,18" Rc Pipe Sewer Design 3006 Class v 20 Lf,4" Precast Concrete Headwall 2 Each,3" Tp Pipe Drain 30 Lf,Dowel Bar 684 Each,Drill & Grout Reinf Bar (Epoxy Coated) 32 Each,Full Depth Repair (Type Cd-Hv) 698 Lf,Concrete Grinding 57076 Sy,Partial Depth Repair Special (Type Be) 140 Sf,4" Dotted Line Multi-Component Ground In (Wr) 2582 Lf,Lining Culvert Pipe (18") Special 74 Lf,Temporary Fence 500 Lf,Silt Fence, Type Ms 1043 Lf,Sediment Control Log Type Straw 3633 Lf,Remove Pipe Apron 9 Each,24" Rc Safety Apron 1 Each,4" Tp Pipe Drain 45 Lf

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents