ST. LOUIS COUNTY HIGHWAY PROJECT
                                        Electronic Bids Close Thursday, January 18, 2018
                                                            Duluth, Minnesota



NOTICE TO CONTRACTORS - Electronic Bids will be received until 10:00 AM on Thursday, January 18, 2018, 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. CP 0032-341774, SAP 069-632-023-Mill & Overlay CSAH 91 to CSAH 90, CP 0032-341774

LOCATION: 1,510' East of Haines Road to Arlington Avenue-CSAH 32,Arrowhead Rd, Mun. 0118, D5, P2, CSAH 91 (Haines Road) to CSAH 90 (Arlington Ave)

TYPE OF WORK: Mill & Overlay

LENGTH: 1.75

Major items of work are:

MOBILIZATION, LUMP SUM 1.00; CLEARING, TREE 10.00; GRUBBING, TREE 10.00; REMOVE SEWER PIPE (STORM), LIN FT 404.00; REMOVE CURB & GUTTER, LIN FT 2,782.00; REMOVE CONCRETE SIDEWALK, SQ FT 1,202.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ YD 244.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 870.00; REMOVE CONCRETE APRON, EACH 6.00; REMOVE MANHOLE OR CATCH BASIN, EACH 6.00; REMOVE SIGN TYPE C, EACH 29.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 208.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 1,209.00; SALVAGE SIGN TYPE C, EACH 1.00; GEOTEXTILE FABRIC TYPE VI, SQ YD 5,400.00; EXCAVATION - COMMON(P), CU YD 4,671.00; SELECT GRANULAR EMBANKMENT MOD 7% (CV)(P), CU YD 2,358.00; COMMON EMBANKMENT (CV)(P), CU YD 1,920.00; SLOPE DRESSING MATERIAL (CV), CU YD 269.00; AGGREGATE SURFACING CLASS 5, TON 10.00; WATER, M GALLON 10.00; AGGREGATE BASE CLASS 5, TON 123.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 1,286.00; MILL BITUMINOUS SURFACE (4.0"), SQ YD 53,779.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 7,169.00; TYPE SP 9.5 WEARING COURSE MIX (3;B), TON 13,155.00; TYPE SP 12.5 NON WEAR COURSE MIX (3;B), TON 543.00; TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,B), TON 49.00; STRUCTURE EXCAVATION CLASS E(P), CU YD 44.00; GRANULAR BACKFILL (CV)(P), CU YD 70.00; GRANULAR BEDDING (CV)(P), CU YD 22.00; 18" RC PIPE APRON, EACH 4.00; 24" RC PIPE APRON, EACH 1.00; 58" SPAN RC PIPE-ARCH CULV CL IIA, LIN FT 16.00; 58" SPAN RC PIPE-ARCH APRON, EACH 1.00; CONCRETE CULVERT COLLAR, EACH 2.00; 4" PERF TP PIPE DRAIN, LIN FT 2,605.00; 12" RC PIPE SEWER DES 3006, LIN FT 106.00; 15" RC PIPE SEWER DES 3006, LIN FT 286.00; 18" RC PIPE SEWER DES 3006, LIN FT 99.00; 24" RC PIPE SEWER DES 3006, LIN FT 32.00; CONNECT TO EXISTING STORM SEWER, EACH 3.00; ADJUST HYDRANT & GATE VALVE, EACH 2.00; ADJUST VALVE BOX, EACH 3.00; ADJUST VALVE BOX (SPECIAL), EACH 9.00; CONST DRAINAGE STRUCTURE DESIGN A OR F, LIN FT 37.50; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, EACH 7.00; CASTING ASSEMBLY, EACH 16.00; ADJUST FRAME & RING CASTING (SPECIAL), EACH 16.00; REPAIR DRAINAGE STRUCTURE, EACH 49.00; GROUT ADJUSTING RINGS, EACH 49.00; RANDOM RIPRAP CLASS III, CU YD 10.00; 6" CONCRETE WALK, SQ FT 1,334.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 2,742.00; CONCRETE CURB & GUTTER DESIGN S512, LIN FT 10.00; 7" CONCRETE DRIVEWAY PAVEMENT, SQ YD 266.00; TRUNCATED DOMES, SQ FT 16.00; MAIL BOX SUPPORT, EACH 3.00; TRAFFIC CONTROL, LUMP SUM 1.00; SIGN TYPE C, SQ FT 159.00; STORM DRAIN INLET PROTECTION, EACH 17.00; SEDIMENT CONTROL LOG TYPE STRAW, LIN FT 2,500.00; CULVERT END CONTROLS, EACH 2.00; FERTILIZER TYPE 3, POUND 134.00; SODDING TYPE LAWN, SQ YD 3,292.00; RAPID STABILIZATION METHOD 4, SQ YD 6,029.00; INTERIM PAVEMENT MARKING, LIN FT 45,270.00; PAVT MSSG PREF TAPE GR IN (WR), SQ FT 826.34; 4" SOLID LINE EPOXY GR IN (WR), LIN FT 7,672.00; 6" SOLID LINE EPOXY GR IN (WR), LIN FT 18,534.00; 4" BROKEN LINE EPOXY GR IN (WR), LIN FT 5,200.00; 4" DOTTED LINE EPOXY GR IN (WR), LIN FT 77.00; 4" DBLE SOLID LINE EPOXY GR IN (WR), LIN FT 5,878.00; 24" SOLID LINE PREF TAPE GR IN (WR), LIN FT 259.00; CROSSWALK PREF TAPE GR IN (WR), SQ FT 126.00;
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