ST. LOUIS COUNTY HIGHWAY PROJECT
Electronic Bids Close Thursday, February 15, 2018
NOTICE TO CONTRACTORS - Electronic Bids will be received until 10:00 AM on Thursday, February 15, 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 0013-319131, SAP 069-613-042 - Roundabout, CP 0013-319131 TST
LOCATION: Intersection of CSAH 13 (Midway Rd.) and CSAH 6 (Maple Grove Rd.) - CP 0013-319131
TYPE OF WORK: Complete Reconstruction
LENGTH: 0.1 Mi.
Major items of work are:
MOBILIZATION, LUMP SUM 1.00; REMOVE PIPE CULVERTS, LIN FT 871.00; REMOVE CONCRETE PAVEMENT, SQ YD 155.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 14,320.00; REMOVE PIPE APRON, EACH 6.00; REMOVE MARKER, EACH 2.00; REMOVE SIGN TYPE C, EACH 23.00; REMOVE MAIL BOX SUPPORT, EACH 2.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 153.00; SALVAGE SIGN TYPE C, EACH 2.00; GEOTEXTILE FABRIC TYPE VI(P), SQ YD 25,759.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, CU YD 100.00; EXCAVATION - COMMON(P), CU YD 23,847.00; COMMON EMBANKMENT (CV)(P), CU YD 9,418.00; SELECT GRANULAR EMBANKMENT MODIFIED 7% (CV)(P), CU YD 12,629.00; AGGREGATE SURFACING CLASS 5, TON 420.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 40.00; WATER, M GALLON 100.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 7,231.00; CONCRETE PAVEMENT 7.0", SQ YD 422.00; DOWEL BAR, EACH 370.00; DRILL & GROUT REINF BAR (EPOXY COATED), EACH 110.00; TYPE SP 9.5 WEARING COURSE MIX (4,F), TON 3,819.00; TYPE SP 12.5 NON WEAR COURSE MIX (4,C), TON 3,782.00; PRECAST CONCRETE HEADWALL, EACH 4.00; STRUCTURE EXCAVATION CLASS E, CU YD 1,546.00; GRANULAR BACKFILL (CV), CU YD 1,102.00; GRANULAR BEDDING (CV), CU YD 314.00; 12" RC PIPE CULVERT CLASS V, LIN FT 60.00; 15" RC PIPE CULVERT CLASS V, LIN FT 144.00; 18" RC PIPE CULVERT CLASS V, LIN FT 310.00; 12" RC PIPE APRON, EACH 2.00; 15" RC PIPE APRON, EACH 13.00; 18" RC PIPE APRON, EACH 17.00; 22" SPAN RC PIPE-ARCH APRON, EACH 1.00; 36" SPAN RC PIPE-ARCH APRON, EACH 2.00; 4" PERF TP PIPE DRAIN, LIN FT 5,187.00; 22" SPAN RC PIPE-ARCH SEWER CL IIA, LIN FT 69.00; 36" SPAN RC PIPE-ARCH SEWER CL IIA, LIN FT 520.00; 15" RC PIPE SEWER DES 3006 CL V, LIN FT 239.00; 18" RC PIPE SEWER DES 3006 CL V, LIN FT 284.00; CONST DRAINAGE STRUCTURE DES 48-4020, LIN FT 18.00; CONST DRAINAGE STRUCTURE DES 72-4020, LIN FT 19.00; CONST DRAINAGE STRUCTURE DES 48-4020, EACH 13.00; CONST DRAINAGE STRUCTURE DES 60-4020, EACH 2.00; CONST DRAINAGE STRUCTURE DES 72-4020, EACH 2.00; CASTING ASSEMBLY, EACH 23.00; RANDOM RIPRAP CLASS III, CU YD 166.00; 4" CONCRETE WALK SPECIAL, SQ FT 596.00; 6" CONCRETE WALK, SQ FT 24,315.00; CONCRETE CURB & GUTTER DESIGN SPECIAL, LIN FT 352.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 3,735.00; CONCRETE CURB & GUTTER DESIGN D424, LIN FT 1,207.00; 7" CONCRETE DRIVEWAY PAVEMENT, SQ YD 33.00; TRUNCATED DOMES, SQ FT 440.00; MAIL BOX SUPPORT, EACH 2.00; LIGHT FOUNDATION DESIGN E, EACH 12.00; 2" NON-METALLIC CONDUIT, LIN FT 1,700.00; 4" NON-METALLIC CONDUIT, LIN FT 350.00; UNDERGROUND WIRE 1 COND NO 8, LIN FT 7,300.00; SERVICE CABINET -TYPE RLF, EACH 1.00; SERVICE EQUIPMENT, EACH 1.00; EQUIPMENT PAD B, EACH 1.00; INSTALL LIGHTING UNIT, EACH 12.00; TRAFFIC CONTROL, LUMP SUM 1.00; SIGN PANELS TYPE C, SQ FT 466.00; INSTALL SIGN TYPE C, EACH 2.00; DECIDUOUS TREE 1.5" CAL B&B, TREE 4.00; DECIDUOUS SHRUB NO 5 CONT, SHRUB 35.00; PERENNIAL NO 1 CONT, PLANT 916.00; SILT FENCE, TYPE MS, LIN FT 634.00; STORM DRAIN INLET PROTECTION, EACH 13.00; SEDIMENT CONTROL LOG TYPE WOOD FIBER, LIN FT 5,022.00; CULVERT END CONTROLS, EACH 34.00; COMMON TOPSOIL BORROW, CU YD 998.00; BOULEVARD TOPSOIL BORROW, CU YD 516.00; SODDING TYPE SALT TOLERANT, SQ YD 2,715.00; MULCH MATERIAL TYPE 6, CU YD 58.00; RAPID STABILIZATION METHOD 3, M GALLON 9.00; RAPID STABILIZATION METHOD 4, SQ YD 19,093.00; 4" SOLID LINE EPOXY GR IN (WR), LIN FT 3,636.00; 6" SOLID LINE EPOXY GR IN (WR), LIN FT 6,373.00; 4" BROKEN LINE EPOXY GR IN (WR), LIN FT 200.00; 12" DOTTED LINE EPOXY GR IN (WR), LIN FT 30.00; 4" DBLE SOLID LINE EPOXY GR IN (WR), LIN FT 2,238.00; 24" SOLID LINE PREF TAPE GR IN, LIN FT 25.00; CROSSWALK PREF TAPE GR IN, SQ FT 810.00;
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