ST. LOUIS COUNTY HIGHWAY PROJECT
                                        Electronic Bids Close Thursday, May 25, 2017
                                                            Duluth, Minnesota



NOTICE TO CONTRACTORS - Electronic Bids will be received until 10:00 AM on Thursday, May 25, 2017, 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 69-632-022, CP 0032-153443 TST - Reclaim/Overlay/Signals, CP 0032-153443 TST

LOCATION: CSAH 32 (Arrowhead Rd.) from TH 53 to 1,400' E of CSAH 90 - CP 0032-153443 TST

TYPE OF WORK: Bituminous Reclamation, P.M. Bit. Surface, Agg. Shoulders

LENGTH: 2.6 Mi.

Major items of work are:

AS BUILT, LUMP SUM 1.00; MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; REMOVE SEWER PIPE (STORM), LIN FT 64.00; REMOVE CURB & GUTTER, LIN FT 1,225.00; REMOVE CONCRETE SIDEWALK, SQ FT 1,468.00; REMOVE CONCRETE MEDIAN, SQ FT 28.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ YD 79.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 3,738.00; REMOVE CASTING, EACH 15.00; REMOVE DRAINAGE STRUCTURE, EACH 1.00; REMOVE SIGN TYPE C, EACH 33.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 139.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 1,451.00; GEOTEXTILE FABRIC TYPE VI, SQ YD 749.00; COMMON EMBANKMENT (CV)(P), CU YD 115.00; EXCAVATION - COMMON(P), CU YD 775.00; SELECT GRANULAR EMBANKMENT MOD 7% (CV), CU YD 1,470.00; MOTOR GRADER, HOUR 50.00; 8 TON STEEL-WHEELED ROLLER, HOUR 50.00; WATER, M GALLON 60.00; CALCIUM CHLORIDE SOLUTION, GALLON 3,470.00; AGGREGATE BASE CLASS 5, TON 673.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 1,180.00; FULL DEPTH RECLAMATION, SQ YD 27,755.00; MILL BITUMINOUS SURFACE (5.0"), SQ YD 27,755.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 3,560.00; TYPE SP 9.5 WEARING COURSE MIX (3,C), TON 6,716.00; TYPE SP 12.5 NON WEAR COURSE MIX (3,C), TON 3,422.00; TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C), TON 913.00; TYPE P-2 (TL-4) BARRIER CONCRETE (3S52)(P), LIN FT 200.00; STRUCTURAL TUBE RAILING DESIGN T-1(P), LIN FT 194.00; STRUCTURAL CONCRETE (1G52)(P), CU YD 71.00; STRUCTURAL CONCRETE (3B52)(P), CU YD 84.00; STRUCTURE EXCAVATION CLASS E, CU YD 970.00; AGGREGATE BACKFILL (CV), CU YD 120.00; REINFORCEMENT BARS(P), POUND 3,820.00; REINFORCEMENT BARS (EPOXY COATED)(P), POUND 7,790.00; DRAINAGE SYSTEM, LUMP SUM 1.00; 15" RC PIPE SEWER DES 3006 CL III, LIN FT 283.00; CONNECT TO EXISTING STORM SEWER, EACH 1.00; ADJUST VALVE BOX, EACH 2.00; ADJUST VALVE BOX (SPECIAL), EACH 18.00; CONST DRAINAGE STRUCTURE DESIGN A OR F, LIN FT 10.97; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, EACH 1.00; RECONSTRUCT DRAINAGE STRUCTURE, LIN FT 2.50; CASTING ASSEMBLY, EACH 19.00; ADJUST FRAME & RING CASTING, EACH 5.00; ADJUST FRAME & RING CASTING (SPECIAL), EACH 15.00; RANDOM RIPRAP CLASS II, CU YD 5.75; 6" CONCRETE WALK, SQ FT 5,455.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 1,296.00; CONCRETE CURB & GUTTER DESIGN S512, LIN FT 250.00; CONCRETE MEDIAN, SQ YD 273.00; 7" CONCRETE DRIVEWAY PAVEMENT, SQ YD 84.00; CONCRETE DRAINAGE FLUME, SQ YD 2.00; TRUNCATED DOMES, SQ FT 112.00; FIBEROPTIC SPLICE VAULT, EACH 2.00; OUTDOOR FIBER SPLICE ENCLOSURE, EACH 2.00; BURIED CABLE SIGN, EACH 40.00; 1.5" NON-METALLIC CONDUIT, LIN FT 7,395.00; FIBER OPTIC CABLE TESTING, LUMP SUM 1.00; FIBER OPTIC PATCH PANEL, EACH 3.00; FIBER OPTIC PIGTAIL TERMINATION, EACH 4.00; FIBER OPTIC CABLE SPLICING, EACH 2.00; PULL VAULT, EACH 5.00; INSTALL ETHERNET SWITCH, EACH 5.00; ARMORED FIBER OPTIC PIGTAIL CABLE 6SM, LIN FT 3,465.00; PRE-TERM/ARMOR FIBER OPTIC PIGTAIL 6SM, LIN FT 200.00; FIBER OPTIC TRUNK CABLE 36SM, LIN FT 4,430.00; TRAFFIC CONTROL, LUMP SUM 1.00; INSTALL SIGN TYPE C, EACH 5.00; SIGN TYPE C, SQ FT 149.01; TRAFFIC CONTROL SIGNAL SYSTEM A, SIG SYS 1.00; EMERGENCY VEHICLE PREEMPTION SYSTEM A, LUMP SUM 1.00; EMERGENCY VEHICLE PREEMPTION SYSTEM B, LUMP SUM 1.00; RIGID PVC LOOP DETECTOR 6'X6', EACH 10.00; REVISE SIGNAL SYSTEM B, SYSTEM 1.00; STORM DRAIN INLET PROTECTION, EACH 32.00; SEDIMENT CONTROL LOG TYPE STRAW, LIN FT 359.00; FERTILIZER TYPE 3, POUND 100.00; COMMON TOPSOIL BORROW, CU YD 102.00; SODDING TYPE LAWN, SQ YD 1,218.00; RAPID STABILIZATION METHOD 3, M GALLON 1.59; INTERIM PAVEMENT MARKING, LIN FT 58,104.00; PAVT MSSG PREF TAPE GR IN (WR), SQ FT 840.23; 4" SOLID LINE EPOXY, LIN FT 4,431.00; 6" SOLID LINE EPOXY, LIN FT 9,988.00; 4" BROKEN LINE EPOXY, LIN FT 660.00; 4" DBLE SOLID LINE EPOXY, LIN FT 2,833.00; 24" SOLID LINE PREF TAPE GR IN (WR), LIN FT 555.00; 6" BROKEN LINE EPOXY, LIN FT 1,130.00; 6" DOTTED LINE EPOXY, LIN FT 210.00; CROSSWALK PREF TAPE GR IN (WR), SQ FT 936.00;
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