ST. LOUIS COUNTY HIGHWAY PROJECT
                                        Electronic Bids Close Thursday, February 27, 2020
                                                            Duluth, Minnesota



NOTICE TO CONTRACTORS - Electronic Bids will be received until 10:00 AM on Thursday, February 27, 2020, through Bid Express® https://www.bidexpress.com for the construction of the County project listed below. Proposals will be opened and read publicly at 10:01 A.M. on the aforementioned date at the St. Louis County Public Works Department Large Conference Room, 4787 Midway Rd, Duluth, Minnesota. Read carefully the wage scales as they affect this project. Minimum wage rates to be paid by the contractor have been predetermined and are subject to the Work Hours Act of 1962, P.L. 87-581. Those which apply to this project are set forth in the proposal for this project.

PROJECT NO. SAP 069-604-078, CP 0004-342005

LOCATION: CSAH 4, Rice Lake Rd, Mun. 0118, D5, P2, CSAH 32 (Arrowhead Rd) to Duluth City Limits (Ridgeview Rd)

TYPE OF WORK: Pavement Removal, Grading, Agg. Base, P. M. Bit. Surface, and Agg. Shoulders

LENGTH: .9

Major items of work are:

MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; PAVEMENT MARKING REMOVAL, LIN FT 3,938.00; PAVEMENT MARKING REMOVAL, SQ FT 440.00; REMOVE CONCRETE APRON, EACH 4.00; REMOVE MANHOLE OR CATCH BASIN, EACH 5.00; REMOVE CASTING, EACH 1.00; REMOVE SIGN TYPE C, EACH 30.00; REMOVE SIGNAL SYSTEM A, EACH 1.00; REMOVE SIGNAL SYSTEM B, EACH 1.00; REMOVE LIGHT FOUNDATION, EACH 1.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 100.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 824.00; REMOVE PIPE CULVERTS, LIN FT 270.00; REMOVE SEWER PIPE (STORM), LIN FT 140.00; REMOVE CURB & GUTTER, LIN FT 2,308.00; REMOVE CONCRETE PAVEMENT, SQ YD 275.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 20,865.00; REMOVE CONCRETE SIDEWALK, SQ FT 6,162.00; GEOTEXTILE FABRIC TYPE 6, SQ YD 33,977.00; TEMPORARY STREAM DIVERSION SYSTEM, EACH 1.00; EXCAVATION SPECIAL, CU YD 3,371.00; EXCAVATION - COMMON(P), CU YD 20,429.00; EXCAVATION - ROCK, CU YD 10.00; GRANULAR EMBANKMENT (CV), CU YD 6,101.00; SELECT GRANULAR EMBANKMENT MOD 7% (CV)(P), CU YD 12,399.00; COMMON EMBANKMENT (CV)(P), CU YD 4,137.00; AGGREGATE SURFACING CLASS 5, TON 463.00; 0.5 CU YD SHOVEL, HOUR 26.00; 12 CU YD TRUCK, HOUR 26.00; 4.0 CU YD FRONT END LOADER, HOUR 26.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 72.00; WATER, M GALLON 110.00; CALCIUM CHLORIDE SOLUTION, GALLON 892.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 7,251.00; AGGREGATE BASE CLASS 5, TON 600.00; MILL BITUMINOUS SURFACE (2.0"), SQ YD 2,348.00; CONCRETE PAVEMENT (SPECIAL), SQ YD 22.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 4,967.00; TYPE SP 9.5 WEARING COURSE MIX (3;C), TON 4,858.00; TYPE SP 12.5 NON WEAR COURSE MIX (3;C), TON 6,236.00; TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C), TON 68.00; CONCRETE RETAINING WALL, LIN FT 169.00; 10X6 PRECAST CONCRETE BOX CULV END SECT, EACH 2.00; 10X6 PRECAST CONCRETE BOX CULVERT, LIN FT 166.00; STRUCTURE EXCAVATION CLASS E(P), CU YD 6,360.00; GRANULAR BACKFILL (CV)(P), CU YD 5,307.00; GRANULAR BEDDING (CV)(P), CU YD 273.00; COARSE FILTER AGGREGATE MOD (CV)(P), CU YD 50.00; FINE FILTER AGGREGATE MOD (CV)(P), CU YD 78.00; COARSE AGGREGATE BEDDING (CV)(P), CU YD 223.00; 15" RC PIPE APRON, EACH 2.00; 18" RC PIPE APRON, EACH 5.00; 24" RC PIPE APRON, EACH 2.00; 36" RC PIPE APRON, EACH 2.00; CONCRETE CULVERT COLLAR, EACH 4.00; 4" PRECAST CONCRETE HEADWALL, EACH 1.00; 4" PERF TP PIPE DRAIN, LIN FT 3,198.00; 4" PERF TP PIPE DRAIN (MOD), LIN FT 285.00; 4" PVC PIPE DRAIN CLEANOUT, EACH 7.00; 12" RC PIPE SEWER DES 3006, LIN FT 81.00; 15" RC PIPE SEWER DES 3006, LIN FT 43.00; 18" RC PIPE SEWER DES 3006, LIN FT 1,840.00; 24" RC PIPE SEWER DES 3006, LIN FT 30.00; 36" RC PIPE SEWER DES 3006, LIN FT 44.00; CONNECT TO EXISTING STORM SEWER, EACH 2.00; CONNECT INTO EXISTING DRAINAGE STRUCTURE, EACH 1.00; ADJUST VALVE BOX, EACH 6.00; ADJUST VALVE BOX (SPECIAL), EACH 12.00; CONST DRAINAGE STRUCTURE DESIGN G, EACH 6.00; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, EACH 3.00; CASTING ASSEMBLY, EACH 36.00; ADJUST FRAME & RING CASTING, EACH 2.00; CONST DRAINAGE STRUCTURE DESIGN A OR F, LIN FT 205.77; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 11.99; RECONSTRUCT DRAINAGE STRUCTURE, EACH 3.00; ADJUST FRAME & RING CASTING (SPECIAL), EACH 17.00; RANDOM RIPRAP CLASS III, CU YD 403.00; 6" CONCRETE WALK, SQ FT 17,547.00; 3.5" BITUMINOUS WALK, SQ FT 18,106.00; 10" CONCRETE WALK, SQ FT 1,052.00; CONCRETE CURB & GUTTER DESIGN B618, LIN FT 12.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 7,042.00; CONCRETE CURB & GUTTER DESIGN S512, LIN FT 27.00; 7" CONCRETE DRIVEWAY PAVEMENT, SQ YD 45.00; TRUNCATED DOMES, SQ FT 400.00; ADJUST FIBER OPTIC VAULT, EACH 2.00; TRAFFIC CONTROL, LUMP SUM 1.00; RELOCATE SIGN, EACH 3.00; SIGN TYPE C, SQ FT 189.85; EMERGENCY VEHICLE PREEMPTION SYSTEM A, LUMP SUM 1.00; EMERGENCY VEHICLE PREEMPTION SYSTEM B, LUMP SUM 1.00; TRAFFIC CONTROL SIGNAL SYSTEM A, SYSTEM 1.00; TRAFFIC CONTROL SIGNAL SYSTEM B, SYSTEM 1.00; TEMPORARY SIGNAL SYSTEM A, SYSTEM 1.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; STORM DRAIN INLET PROTECTION, EACH 65.00; SILT FENCE; TYPE HI, LIN FT 500.00; SILT FENCE; TYPE MS, LIN FT 12,337.00; FILTER BERM TYPE 3, LIN FT 38.00; SEDIMENT CONTROL LOG TYPE STRAW, LIN FT 802.00; STABILIZED CONSTRUCTION EXIT, EACH 1.00; COMMON TOPSOIL BORROW, CU YD 1,616.00; FILTER TOPSOIL BORROW(P), CU YD 30.00; FERTILIZER TYPE 3, POUND 113.60; FERTILIZER TYPE 4, POUND 19.50; SODDING TYPE LAWN, SQ YD 2,839.00; EROSION CONTROL BLANKETS CATEGORY 3N, SQ YD 785.00; RAPID STABILIZATION METHOD 4, SQ YD 16,083.00; RAPID STABILIZATION METHOD 3, M GALLON 13.50; SEED MIXTURE SPECIAL, POUND 13.70; GRANULAR CHANNEL LINER(P), CU YD 94.00; 4" SOLID LINE PAINT, LIN FT 500.00; 6" SOLID LINE PAINT, LIN FT 4,394.00; 4" BROKEN LINE PAINT, LIN FT 100.00; 4" DBLE SOLID LINE PAINT, LIN FT 12,938.00; 4" SOLID LINE MULTI COMP GR IN (WR), LIN FT 3,721.00; 6" SOLID LINE MULTI COMP GR IN (WR), LIN FT 11,142.00; 8" SOLID LINE MULTI COMP GR IN (WR), LIN FT 455.00; 4" BROKEN LINE MULTI COMP GR IN (WR), LIN FT 100.00; 6" DOTTED LINE MULTI COMP GR IN (WR), LIN FT 611.00; 4" DBLE SOLID LINE MULTI COMP GR IN (WR), LIN FT 5,865.00; 24" SOLID LINE PREF TAPE GR IN, LIN FT 1,998.00; 6" BROKEN LINE MULTI COMP GR IN (WR), LIN FT 520.00; 6" DOTTED LINE PAINT, LIN FT 26.00; PAVT MSSG PAINT, SQ FT 296.00; PAVT MSSG PREF TAPE GR IN, SQ FT 711.22; CROSSWALK PREF TAPE GR IN, SQ FT 990.00;
Proposal/Plan Specifications may be downloaded through Bid Express® https://bidexpress.com . There will be no cost for plan/proposals, but bidders must register through Bid Express® prior to bidding and submit their bids electronically through Bid Express®. Bid Express® does charge for this service, and bidders are encouraged to register well in advance of the bid closing date if they have not previously done so.
Electronic bids must be accompanied by a corporate surety bond in an amount which is at least equal to 5% of the total amount, and may be submitted electronically through Bid Express® using Surety 2000 or InSure Vision Technologies, LLC, or as a hard copy by mail or other delivery method, either as a corporate surety bond or a certified check made payable to the County Auditor of St. Louis County.
If not submitted electronically, the proposal guaranty must be received at the St. Louis County Public Works Department, 4787 Midway Rd, Duluth, MN, 55811 in a sealed envelope marked clearly with the name of the bidder, type of work, and project number by 4:00 p.m. the day prior to the specified date of opening.

                                            BY ORDER OF THE BOARD OF
                                            COUNTY COMMISSIONERS 
                                                     Nancy Nilsen 
                                                     County Auditor