ST. LOUIS COUNTY HIGHWAY PROJECT
Electronic Bids Close Thursday, May 4, 2017
PROJECT NO. CP 0003-216102 TST (Low Prime); CP 0161-278074 TST (T); CP 0284-157146 TST (T); CP 0284-244401 TST (T); CP 0696-244406 TST (T); CP 0896-277233 TST (T); CP 5494-345921 (T)
LOCATION: CP 0003-216102 TST: CSAH 3 (Becks Rd) between W. County Line and CSAH 13 (Midway Rd.)
CP 0161-278074 TST: CR 161 (Old Hwy 2 & 7th St) between Hwy 2 and CSAH 48 (N. 2nd Ave.)
CP 0284-157146 TST: CR 284 (Ugstad Rd.) between Thompson Hill Rd/Mountain Dr and 4th St.
CP 0284-244401 TST: CR 284 (Ugstad Rd) between TH 2 and CR 697 (St Louis River Rd.
CP 0696-244406 TST: CR 697 (St Louis River Rd) between DR 284 (Ugstad Rd.) and CSAH 48 (Lavaque Rd.)
CP 0896-277233 TST: CR 896 (Ugstad Junction Rd.) between CR 898 (Lindahl Rd) and CR 284 (Ugstad Rd)
CP 5494-345921: TR 5494 (Guss Rd) between CSAH 3 (Becks Rd) and South Terminus
TYPE OF WORK: Culvert Replacement, Reclamation, Mill Bit Surface, PM Bit Surface, Aggregate Shoulders, Bit Seal Coat, Base Stabilization (Cement), Aggregate Base, Concrete Sidewalk, Pavement Markings
Major items of work are:
FIELD OFFICE TYPE D, EACH 1.00; GRUBBING, ACRE 0.05; REMOVE PIPE CULVERTS, LIN FT 554.00; REMOVE SEWER PIPE (STORM), LIN FT 20.00; REMOVE CURB & GUTTER, LIN FT 628.00; REMOVE CONCRETE SIDEWALK, SQ FT 936.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ YD 60.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 6,645.00; REMOVE CASTING, EACH 1.00; REMOVE DRAINAGE STRUCTURE, EACH 1.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 97.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 2,450.00; TEMPORARY STREAM DIVERSION SYSTEM, EACH 2.00; GEOTEXTILE FABRIC TYPE VI, SQ YD 2,357.00; GEOGRID, SQ YD 1,027.00; CEMENT, TON 978.00; EXCAVATION - COMMON(P), CU YD 855.00; COMMON EMBANKMENT (CV)(P), CU YD 80.00; EXCAVATION - COMMON (EV)(P), CU YD 250.00; SLOPE DRESSING MATERIAL (CV), CU YD 100.00; AGGREGATE SURFACING CLASS 5, TON 4,507.00; MOTOR GRADER, HOUR 81.00; 0.5 CU YD SHOVEL, HOUR 31.00; 8 TON STEEL-WHEELED ROLLER, HOUR 81.00; WATER, M GALLON 225.00; CALCIUM CHLORIDE SOLUTION, GALLON 2,576.00; AGGREGATE BASE CLASS 5, TON 2,108.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 769.00; FULL DEPTH RECLAMATION, SQ YD 85,483.00; BASE STABILIZATION (BASE ONE), SQ YD 11,020.00; BASE STABILIZATION (CEMENT), SQ YD 61,060.00; SHOULDER BASE AGGREGATE SPECIAL (CV), CU YD 147.00; MILL BITUMINOUS SURFACE (3.0"), SQ YD 3,210.00; MILL BITUMINOUS SURFACE (4.0"), SQ YD 9,127.00; ASPHALT OVERLAY TEXTILE (PAVING FABRIC) HEAVY DUTY, SQ YD 8,464.00; BITUMINOUS MATERIAL FOR FOG SEAL, GALLON 8,996.00; BITUMINOUS MATERIAL FOR SEAL COAT, GALLON 24,855.00; BITUMINOUS SEAL COAT, SQ YD 73,946.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 6,869.00; BITUMINOUS MATERIAL FOR TACK COAT (PAVING FABRIC), GALLON 2,539.00; BITUMINOUS MATERIAL FOR SHOULDER TACK, GALLON 4,625.00; TYPE SP 9.5 WEARING COURSE MIX (3,C), TON 18,806.00; TYPE SP 9.5 NON WEAR COURSE MIX (3,C), TON 1,124.00; TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C), TON 629.00; CONCRETE BOX CULVERT END SECTION, EACH 2.00; INVERT CONCRETE (3B42), CU YD 4.00; 8X4 PRECAST CONCRETE BOX CULVERT, LIN FT 142.00; CEMENT GROUT, CU YD 20.00; STRUCTURE EXCAVATION CLASS E(P), CU YD 4,223.00; GRANULAR BACKFILL (CV)(P), CU YD 2,715.00; GRANULAR BEDDING (CV)(P), CU YD 211.00; 12" CS PIPE CULVERT, LIN FT 18.00; 36" HDPE PIPE CULVERT, LIN FT 72.00; 12" CS PIPE APRON, EACH 2.00; 36" CS PIPE APRON, EACH 2.00; 18" RC PIPE APRON, EACH 6.00; 24" RC PIPE APRON, EACH 4.00; 22" SPAN RC PIPE-ARCH CULV CL IIA, LIN FT 90.00; 51" SPAN RC PIPE-ARCH CULV CL IIA, LIN FT 46.00; 22" SPAN RC PIPE-ARCH APRON, EACH 4.00; 51" SPAN RC PIPE-ARCH APRON, EACH 2.00; 18" RC PIPE CULVERT DES 3006, LIN FT 94.00; 18" RC PIPE CULVERT DES 3006 CL IV, LIN FT 50.00; 24" RC PIPE CULVERT DES 3006 CL IV, LIN FT 48.00; BULKHEAD CULVERT, EACH 2.00; CLEAN OUT BOX CULVERT, EACH 1.00; 4" TP PIPE DRAIN, LIN FT 38.00; 4" PERF TP PIPE DRAIN, LIN FT 823.00; 12" RC PIPE SEWER DES 3006, LIN FT 24.00; 24" RC PIPE SEWER DES 3006, LIN FT 86.00; CONNECT TO EXISTING STORM SEWER, EACH 1.00; ADJUST VALVE BOX, EACH 1.00; ADJUST VALVE BOX (SPECIAL), EACH 2.00; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 6.76; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, EACH 1.00; CASTING ASSEMBLY, EACH 1.00; CASTING ASSEMBLY SPECIAL, EACH 2.00; ADJUST FRAME & RING CASTING (SPECIAL), EACH 3.00; RANDOM RIPRAP CLASS III, CU YD 20.00; 6" CONCRETE WALK, SQ FT 6,069.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 517.00; CONCRETE CURB & GUTTER DESIGN D424, LIN FT 885.00; CONCRETE CURB & GUTTER DESIGN S518, LIN FT 105.00; 7" CONCRETE DRIVEWAY PAVEMENT, SQ YD 58.00; TRUNCATED DOMES, SQ FT 104.00; MAIL BOX SUPPORT, EACH 91.00; RELOCATE SIGN, EACH 1.00; RAISE GUARDRAIL, LIN FT 993.00; WORK ZONE SPEED LIMIT, LUMP SUM 2.00; TRAFFIC CONTROL, SEAL COAT, LUMP SUM 1.00; STORM DRAIN INLET PROTECTION, EACH 3.00; SEDIMENT CONTROL LOG TYPE STRAW, LIN FT 2,531.00; CULVERT END CONTROLS, EACH 1.00; FERTILIZER TYPE 3, POUND 63.00; SODDING TYPE LAWN, SQ YD 1,198.00; RAPID STABILIZATION METHOD 4, SQ YD 3,043.00; GRANULAR CHANNEL LINER(P), CU YD 63.00; INTERIM PAVEMENT MARKING, LIN FT 243,754.00; 4" SOLID LINE PAINT, LIN FT 4,063.00; 6" SOLID LINE PAINT, LIN FT 59,957.00; 24" SOLID LINE PAINT, LIN FT 66.00; 4" BROKEN LINE PAINT, LIN FT 880.00; 4" DBLE SOLID LINE PAINT, LIN FT 28,658.00; 4" SOLID LINE EPOXY, LIN FT 4,063.00; 6" SOLID LINE EPOXY, LIN FT 59,957.00; 24" SOLID LINE EPOXY, LIN FT 66.00; 4" BROKEN LINE EPOXY, LIN FT 880.00; 4" DBLE SOLID LINE EPOXY, LIN FT 26,363.00; 24" SOLID LINE PREF TAPE GR IN, LIN FT 72.00; CROSSWALK PREF TAPE GR IN, SQ FT 270.00; PROTECT PAVEMENT MARKINGS, SQ FT 180.00;
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