ST. LOUIS COUNTY HIGHWAY PROJECT
                                        Electronic Bids Close Thursday, April 4, 2019
                                                            Duluth, Minnesota



NOTICE TO CONTRACTORS - Electronic Bids will be received until 10:00 AM on Thursday, April 4, 2019, 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 0009-275996 / SAP 069-609-043 (LOW) - Complete Reconstruction, CP 0009-275996

LOCATION: Anoka Street to 200' West of Austin Street

TYPE OF WORK: Complete Reconstruction

LENGTH: 0.6 Mi.

Major items of work are:

MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; CLEARING, TREE 22.00; GRUBBING, TREE 28.00; PAVEMENT MARKING REMOVAL, LIN FT 3,516.00; PAVEMENT MARKING REMOVAL, SQ FT 332.00; REMOVE POST, EACH 2.00; REMOVE LIGHTING UNIT, EACH 2.00; REMOVE CONCRETE STRUCTURE, EACH 1.00; REMOVE STAIRS, EACH 1.00; REMOVE MANHOLE OR CATCH BASIN, EACH 60.00; REMOVE MANHOLE, EACH 17.00; REMOVE GATE VALVE & BOX, EACH 25.00; REMOVE CURB STOP & BOX, EACH 63.00; REMOVE HYDRANT, EACH 9.00; REMOVE SIGN TYPE C, EACH 71.00; REMOVE SERVICE EQUIPMENT, EACH 1.00; REMOVE HANDHOLE, EACH 3.00; REMOVE LIGHT FOUNDATION, EACH 2.00; SALVAGE SIGN TYPE C, EACH 24.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 676.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 3,932.00; REMOVE WATER MAIN, LIN FT 4,943.00; REMOVE SEWER PIPE (STORM), LIN FT 4,594.00; REMOVE SEWER PIPE (SANITARY), LIN FT 2,657.00; REMOVE CURB & GUTTER, LIN FT 7,802.00; REMOVE RETAINING WALL, LIN FT 147.00; REMOVE UNDERGROUND WIRE, LIN FT 210.00; REMOVE SANITARY SERVICE PIPE, LIN FT 663.00; REMOVE WATER SERVICE PIPE, LIN FT 2,003.00; REMOVE GAS MAIN, LIN FT 3,884.00; REMOVE CONCRETE PAVEMENT, SQ YD 15,392.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 15,564.00; REMOVE CONCRETE SIDEWALK, SQ FT 41,646.00; GEOTEXTILE FABRIC TYPE 6, SQ YD 30,818.00; EXCAVATION - COMMON, CU YD 19,208.00; SELECT GRANULAR EMBANKMENT MOD 7% (CV), CU YD 14,413.00; AGGREGATE SURFACING CLASS 5, TON 47.00; RECYCLED AGGREGATE SURFACING, TON 103.00; WATER, M GALLON 80.00; CALCIUM CHLORIDE SOLUTION, GALLON 540.00; AGGREGATE BASE (CV) CLASS 5, CU YD 5,778.00; AGGREGATE BASE CLASS 5, TON 3,640.00; MILL BITUMINOUS SURFACE (1.5"), SQ YD 669.00; MILL BITUMINOUS SURFACE (3.0"), SQ YD 2,815.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 3,604.00; TYPE SP 9.5 WEARING COURSE MIX (3;C), TON 6,679.00; TYPE SP 12.5 NON WEAR COURSE MIX (3;C), TON 2,974.00; TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C), TON 605.00; TEMPORARY BITUMINOUS SURFACING, TON 119.00; ORNAMENTAL METAL RAILING, LIN FT 7.00; CONCRETE RETAINING WALL, LIN FT 199.00; CONCRETE STEPS, CU YD 1.48; STRUCTURE EXCAVATION CLASS E, CU YD 5,000.00; STRUCTURE EXCAVATION CLASS R, CU YD 5.00; GRANULAR BACKFILL (CV), CU YD 7,582.00; GRANULAR BEDDING (CV), CU YD 290.00; 18" RC PIPE APRON, EACH 1.00; 4" PERF TP PIPE DRAIN, LIN FT 5,266.00; 15" RC PIPE SEWER DES 3006, LIN FT 58.00; 18" RC PIPE SEWER DES 3006, LIN FT 1,843.00; 21" RC PIPE SEWER DES 3006, LIN FT 58.00; 24" RC PIPE SEWER DES 3006, LIN FT 352.00; 30" RC PIPE SEWER DES 3006, LIN FT 465.00; 36" RC PIPE SEWER DES 3006, LIN FT 386.00; 42" RC PIPE SEWER DES 3006, LIN FT 1,528.00; 48" RC PIPE SEWER DES 3006, LIN FT 108.00; CONNECT TO EXISTING SANITARY SEWER, EACH 10.00; CONNECT TO EXISTING STORM SEWER, EACH 13.00; CONNECT SEWER SERVICE, EACH 32.00; 8"X6" PVC WYE, EACH 32.00; SANITARY TRACER BOX, EACH 32.00; 8" PVC PIPE SEWER, LIN FT 2,689.00; 6" PVC SANITARY SERVICE PIPE, LIN FT 803.00; TEMPORARY WATER SERVICE, LUMP SUM 1.00; RECONNECT WATER SERVICE, EACH 68.00; CONNECT TO EXISTING WATERMAIN (SPEC), EACH 17.00; ADJUST VALVE BOX, EACH 3.00; 6" GATE VALVE & BOX, EACH 1.00; 8" GATE VALVE & BOX, EACH 15.00; 12" GATE VALVE & BOX, EACH 20.00; 1" CURB STOP & BOX, EACH 66.00; 2" CURB STOP & BOX, EACH 1.00; ADJUST VALVE BOX (SPECIAL), EACH 36.00; 12" X 2" DIPS TAPPING TEE W/ELECTROFUSION SADDLE, EACH 1.00; WATER TRACER BOX, EACH 101.00; 8" X 1" DIPS TAPPING TEE W/ELECTROFUSION SADDLE, EACH 6.00; 12" X 1" DIPS TAPPING TEE W/ELECTROFUSION SADDLE, EACH 60.00; HYDRANT ASSEMBLY, EACH 19.00; 6" DIPS HDPE WATER MAIN SDR 11, LIN FT 25.00; 8" DIPS HDPE WATER MAIN SDR 11, LIN FT 1,397.00; 12" DIPS HDPE WATER MAIN SDR 11, LIN FT 4,162.00; 1" HDPE SDR 9 SERVICE PIPE, LIN FT 2,014.00; 2" HDPE SDR 9 SERVICE PIPE, LIN FT 21.00; 3" POLYSTYRENE INSULATION, SQ YD 133.00; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, EACH 29.00; CASTING ASSEMBLY, EACH 77.00; ADJUST FRAME & RING CASTING, EACH 11.00; CONST DRAINAGE STRUCTURE DESIGN 4007, LIN FT 161.00; CONST DRAINAGE STRUCTURE DESIGN 4021, LIN FT 5.34; CONST DRAINAGE STRUCTURE DES 48-4020, LIN FT 162.41; CONST DRAINAGE STRUCTURE DES 54-4020, LIN FT 12.58; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 5.68; CONST DRAINAGE STRUCTURE DES 72-4020, LIN FT 140.13; CONST DRAINAGE STRUCTURE DES 78-4020, LIN FT 5.47; CONST DRAINAGE STRUCTURE DES 96-4020, LIN FT 7.12; RECONSTRUCT DRAINAGE STRUCTURE, EACH 1.00; CONNECT INTO EXISTING MANHOLE, EACH 1.00; ADJUST FRAME & RING CASTING (SPECIAL), EACH 45.00; PLUG MANHOLE, EACH 3.00; CONSTRUCT 8" INSIDE DROP, LIN FT 2.00; 4" CONCRETE WALK, SQ FT 1,020.00; 6" CONCRETE WALK, SQ FT 45,964.00; 10" CONCRETE WALK, SQ FT 2,002.00; CONCRETE CURB & GUTTER DESIGN B612, LIN FT 4,183.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 8,124.00; 7" CONCRETE DRIVEWAY PAVEMENT, SQ YD 1,872.00; TRUNCATED DOMES, SQ FT 444.00; INSTALL MONUMENT BOX, EACH 1.00; LIGHT FOUNDATION DESIGN E MODIFIED, EACH 19.00; SERVICE CABINET, EACH 1.00; EQUIPMENT PAD, EACH 1.00; HANDHOLE, EACH 4.00; 2" NON-METALLIC CONDUIT, LIN FT 1,353.00; 3" NON-METALLIC CONDUIT, LIN FT 559.00; UNDERGROUND WIRE 1/C 4 AWG, LIN FT 7,086.00; UNDERGROUND WIRE 1/C 6 AWG, LIN FT 7,086.00; UNDERGROUND WIRE 1/C 12 AWG, LIN FT 3,135.00; INSTALL LIGHTING UNIT, EACH 19.00; TRAFFIC CONTROL, LUMP SUM 1.00; SIGN TYPE C, SQ FT 304.17; PEDESTRIAN CROSSWALK FLASHER SYSTEM, SYSTEM 2.00; DECIDUOUS TREE 2" CAL B&B, TREE 57.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; STORM DRAIN INLET PROTECTION, EACH 146.00; CULVERT END CONTROLS, EACH 1.00; SILT FENCE; TYPE MS, LIN FT 2,438.00; TEMPORARY SLOPE DRAIN, LIN FT 350.00; SEDIMENT CONTROL LOG TYPE STRAW, LIN FT 4,548.00; SEDIMENT CONTROL LOG TYPE ROCK, LIN FT 780.00; STABILIZED CONSTRUCTION EXIT, EACH 2.00; BOULEVARD TOPSOIL BORROW, CU YD 810.30; FERTILIZER TYPE 3, POUND 327.50; SODDING TYPE LAWN, SQ YD 6,110.00; RAPID STABILIZATION METHOD 4, SQ YD 4,550.00; RAPID STABILIZATION METHOD 3, M GALLON 5.70; 4" SOLID LINE PAINT, LIN FT 270.00; 4" SOLID LINE MULTI COMP GR IN (WR), LIN FT 2,970.00; 6" SOLID LINE MULTI COMP GR IN (WR), LIN FT 13,240.00; 4" BROKEN LINE MULTI COMP GR IN (WR), LIN FT 680.00; 6" DOTTED LINE MULTI COMP GR IN (WR), LIN FT 225.00; 4" DBLE SOLID LINE MULTI COMP GR IN (WR), LIN FT 5,397.00; 24" SOLID LINE PREF TAPE GR IN, LIN FT 181.00; PAVT MSSG PREF TAPE GR IN, SQ FT 951.52; CROSSWALK PREF TAPE GR IN, SQ FT 2,142.00;
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