ST. LOUIS COUNTY HIGHWAY PROJECT

Electronic Bids Close Thursday, April 6, 2017

Duluth, Minnesota

 

 

NOTICE TO CONTRACTORS - Electronic Bids will be received until 10:00 AM on Thursday, April 6, 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 INFORMATION:
CP 0694-263697 TST (Low Prime): CR 694 Between CSAH 46 and CR 853. 1.555 Mi.
CP 0694-263698 TST: CR 694 Between CR 874 and CSAH 46. 0.523 Mi.
CP 0853-263696 TST: CR 853 and CR 881 Between CR 694 and CSAH 98, 1.461 Mi.
CP 0859-262774 TST: CR 885 and CR 859 Between TH 53 and CSAH 9 Helm Rd. 1.504 Mi
CP 0871-263801 TST: CR 871 Between CR 875 and CR 874. 1.070 Mi.
CP 0873-263800 TST: CR 873 Between CR 874 and State Hwy 33. 0.718 Mi.
CP 0874-263701 TST: CR 874 Between US Hwy 2 and State Hwy 33. 2.582 Mi.
CP 0879-329285 TST: CR 879 Between State Hwy 194 and CR 694. 0.087 Mi.
CP 0881-263816 TST: CR 853 and CR 881 Between CR 694 and CSAH 98. 0.987 Mi.
CP 0884-240625 TST: CR 884 Between CSAH 15 and TR 5625. 1.163 Mi.
CP 0885-262775 TST: CR 885 and CR 859 Between Trunk Hwy 53 and CSAH 9 Helm Rd. 1.891 Mi.
CP 0000-322411: Abrahamson Rd Between CSAH 15 and NERCC Main Building Parking Lot. 0.966 Mi.

TYPE OF WORK: Full Depth Reclamation, Aggregate Base, Base Stabilization (Base One), Plant Mixed Bituminous Surface, Aggregate Shouldering, Bituminous Seal Coat, Culvert Replacement and Guard Rail

 

 

Major items of work are:

 

REMOVE PIPE CULVERTS, LIN FT 1,810.00; REMOVE GUARDRAIL-PLATE BEAM, LIN FT 437.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ YD 94.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 15,107.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 43.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 4,338.00; GRANULAR BORROW (CV)(P), CU YD 186.00; GEOTEXTILE FABRIC TYPE VI, SQ YD 7,490.00; GEOGRID, SQ YD 2,692.00; EXCAVATION - COMMON(P), CU YD 371.00; SLOPE DRESSING MATERIAL (CV), CU YD 751.00; AGGREGATE SURFACING CLASS 5, TON 10,026.00; MOTOR GRADER, HOUR 217.00; 0.5 CU YD SHOVEL, HOUR 107.00; 8 TON STEEL-WHEELED ROLLER, HOUR 217.00; WATER, M GALLON 453.00; CALCIUM CHLORIDE SOLUTION, GALLON 34,227.00; AGGREGATE BASE CLASS 5, TON 10,363.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 2,088.00; FULL DEPTH RECLAMATION, SQ YD 207,802.00; BASE STABILIZATION (BASE ONE), SQ YD 186,723.00; MILL BITUMINOUS SURFACE (3.0"), SQ YD 6,936.00; MILL BITUMINOUS SURFACE (4.0"), SQ YD 5,278.00; BITUMINOUS MATERIAL FOR FOG SEAL, GALLON 23,419.00; BITUMINOUS MATERIAL FOR SEAL COAT, GALLON 58,581.00; BITUMINOUS SEAL COAT, SQ YD 177,510.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 13,214.00; BITUMINOUS MATERIAL FOR SHOULDER TACK, GALLON 9,130.00; TYPE SP 9.5 WEARING COURSE MIX (3,C), TON 43,581.00; TYPE SP 12.5 NON WEAR COURSE MIX (3,C), TON 788.00; TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C), TON 1,322.00; 6X4 PRECAST CONCRETE BOX CULVERT, LIN FT 38.00; 6X4 PRECAST CONCRETE BOX CULVERT END SECTION, EACH 2.00; STRUCTURE EXCAVATION CLASS E(P), CU YD 10,224.00; GRANULAR BACKFILL (CV)(P), CU YD 7,343.00; GRANULAR BEDDING (CV)(P), CU YD 521.00; 18" RC PIPE APRON, EACH 12.00; 24" RC PIPE APRON, EACH 14.00; 22" SPAN RC PIPE-ARCH CULV CL IIA, LIN FT 566.00; 28" SPAN RC PIPE-ARCH CULV CL IIA, LIN FT 114.00; 36" SPAN RC PIPE-ARCH CULV CL IIA, LIN FT 172.00; 22" SPAN RC PIPE-ARCH APRON, EACH 30.00; 28" SPAN RC PIPE-ARCH APRON, EACH 6.00; 36" SPAN RC PIPE-ARCH APRON, EACH 10.00; 18" RC PIPE CULVERT DES 3006, LIN FT 268.00; 24" RC PIPE CULVERT DES 3006, LIN FT 358.00; 7" CONCRETE DRIVEWAY PAVEMENT, SQ YD 89.00; MAIL BOX SUPPORT, EACH 135.00; TRAFFIC BARRIER DESIGN B8307, LIN FT 482.00; TRAFFIC BARRIER DESIGN B8338, LIN FT 400.00; ANCHORAGE ASSEMBLY - PLATE BEAM, EACH 1.00; END TREATMENT-ENERGY ABSORBING TERMINAL, EACH 4.00; END TREATMENT-TANGENT TERMINAL, EACH 1.00; END TREATMENT-FLARED TERMINAL, EACH 5.00; GUARDRAIL POST SEAT, EACH 4.00; SILT FENCE, TYPE HI, LIN FT 14,521.00; SEDIMENT CONTROL LOG TYPE STRAW, LIN FT 5,336.00; SODDING TYPE LAWN, SQ YD 343.00; RAPID STABILIZATION METHOD 4, SQ YD 14,150.00; INTERIM PAVEMENT MARKING, LIN FT 318,120.00; PAVT MSSG PREF TAPE GR IN, SQ FT 372.00; 4" SOLID LINE PAINT, LIN FT 21,990.00; 6" SOLID LINE PAINT, LIN FT 140,446.00; 24" SOLID LINE PAINT, LIN FT 386.00; 4" BROKEN LINE PAINT, LIN FT 9,370.00; 4" DBLE SOLID LINE PAINT, LIN FT 24,654.00; 4" SOLID LINE EPOXY, LIN FT 20,908.00; 6" SOLID LINE EPOXY, LIN FT 140,446.00; 24" SOLID LINE EPOXY, LIN FT 375.00; 4" BROKEN LINE EPOXY, LIN FT 9,370.00; 4" DBLE SOLID LINE EPOXY, LIN FT 24,626.00; PROTECT PAVEMENT MARKINGS, EACH 4.00;

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

Donald Dicklich
County Auditor