NOTICE TO CONTRACTORS

 

 

Sealed proposals will be received at the office of the Blue Earth County Administrator, 204 South Fifth Street, P.O. Box 8608, Mankato, Minnesota, until 1:30 PM on Friday, May 2, 2008, at which time the bids will be open.  The Bids will be considered by the County Board of Commissioners on 05/13/2008, for the following improvements:

 

STATE PROJECT NUMBER: SP 007-682-004

 

LOCATION: CSAH 82 Victory Drive

 

TYPE OF WORK: Grading, Drainage and Concrete Pavement

 

LENGTH:

 

The major items of work are approximately:

 

MOBILIZATION, LUMP SUM 1.00; CLEARING, TREE 99.00; GRUBBING, TREE 100.00; REMOVE WATER MAIN, LIN FT 2,656.00; REMOVE SEWER PIPE (STORM), LIN FT 3,234.00; REMOVE SEWER PIPE (SANITARY), LIN FT 1,783.00; REMOVE CURB AND GUTTER, LIN FT 6,395.00; REMOVE STEEL CASING, LIN FT 278.00; REMOVE ROAD TILE, LIN FT 3,203.00; REMOVE SIDEWALK, SQ FT 9,378.00; REMOVE CONCRETE SLAB, SQ FT 600.00; REMOVE CONCRETE PAVEMENT, SQ FT 96,580.00; REMOVE CONCRETE MEDIAN, SQ FT 23,885.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 10,188.00; REMOVE CATCH BASIN, EACH 28.00; REMOVE GATE VALVE, EACH 18.00; REMOVE HYDRANT, EACH 4.00; REMOVE LIGHT POLE, EACH 18.00; REMOVE MANHOLE (STORM), EACH 10.00; REMOVE MANHOLE (SANITARY), EACH 8.00; REMOVE MANHOLE (WATER), EACH 2.00; SAWING CONCRETE PAVEMENT, LIN FT 20.00; SAWING BITUMINOUS PAVEMENT (FULL DEPTH), LIN FT 1,725.00; SALVAGE LIGHT STANDARD & LUMINAIRE, EACH 17.00; RELOCATE STREET LIGHT, EACH 1.00; COMMON EXCAVATION(P), CU YD 35,836.00; SALVAGED AGGREGATE (EV)(P), CU YD 15,406.00; SELECT GRANULAR BORROW(P), TON 20,500.00; AGGREGATE BASE (CV) CLASS 2(P), CU YD 176.00; AGGREGATE BASE (CV) CLASS 2 MODIFIED(P), CU YD 352.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 11,584.00; MILL BITUMINOUS SURFACE (2.0"), SQ YD 8,422.00; MILL BITUMINOUS PAVEMENT (FULL DEPTH), SQ YD 36,836.00; CONCRETE PAVEMENT STANDARD WIDTH 8.0", SQ YD 26,760.00; CONCRETE PAVEMENT IRREGULAR WIDTH 8.0", SQ YD 4,203.00; STRUCTURAL CONCRETE, CU YD 6,881.00; REINFORCEMENT BARS (EPOXY COATED), POUND 36,363.00; DOWEL BAR, EACH 19,059.00; CONCRETE CORING, EACH 19.00; PERMANENT TERMINAL HEADER, LIN FT 186.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 2,673.00; TYPE SPWE45035B WEARING COURSE MIXTURE, TON 2,930.00; TYPE MVWE35035B WEARING COURSE MIXTURE, TON 349.00; TYPE SPNW35035B NON WEARING COURSE MIXTURE, TON 3,374.00; GRANULAR PIPE FOUNDATION (CV), CU YD 100.00; 4" PERF PE PIPE DRAIN, LIN FT 6,903.00; 12" TP PIPE SEWER, LIN FT 152.00; 8" PVC PIPE SEWER SDR-35, LIN FT 1,061.00; 12" PVC PIPE SEWER SDR-35, LIN FT 443.00; 12" RC PIPE SEWER DESIGN 3006 CLASS III, LIN FT 1,219.00; 15" RC PIPE SEWER DESIGN 3006 CLASS III, LIN FT 709.00; 18" RC PIPE SEWER DESIGN 3006 CLASS III, LIN FT 390.00; 21" RC PIPE SEWER DESIGN 3006 CLASS III, LIN FT 580.00; 24" RC PIPE SEWER DESIGN 3006 CLASS III, LIN FT 117.00; 27" RC PIPE SEWER DESIGN 3006 CLASS III, LIN FT 398.00; 30" RC PIPE SEWER DESIGN 3006 CLASS III, LIN FT 521.00; 42" RC PIPE SEWER DESIGN 3006 CLASS III, LIN FT 725.00; MAINTENANCE OF SAN SEWER SERVICE, LUMP SUM 1.00; CONNECT TO EXISTING SANITARY SEWER, EACH 5.00; CONNECT TO EXISTING STORM SEWER, EACH 21.00; 8"X6" PVC WYE, HEAVY DUTY, EACH 3.00; 12"X6" PVC WYE, HEAVY DUTY, EACH 1.00; 6" PVC SANITARY SERVICE PIPE, LIN FT 145.00; MAINTENANCE OF WATER SERVICE, LUMP SUM 1.00; CONNECT TO EXISTING WATER MAIN, EACH 11.00; HYDRANT, EACH 5.00; ADJUST GATE VALVE, EACH 13.00; 6" GATE VALVE AND BOX, EACH 11.00; 8" GATE VALVE AND BOX, EACH 1.00; 10" GATE VALVE AND BOX, EACH 8.00; 16" GATE VALVE AND BOX, EACH 3.00; CUT IN TEMPORARY 10" GATE VALVE, EACH 2.00; FLUSHING PORT, EACH 1.00; 6" WATERMAIN, LIN FT 291.00; 8" WATERMAIN, LIN FT 139.00; 10" WATERMAIN, LIN FT 1,465.00; 16" WATERMAIN, LIN FT 492.00; 2" INSULATION, SQ YD 250.00; WATERMAIN FITTINGS, POUND 5,138.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN G, LIN FT 7.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN MANKATO No. 1, LIN FT 126.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020, LIN FT 78.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020, LIN FT 28.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020, LIN FT 15.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN 66-4020, LIN FT 71.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN 78-4020, LIN FT 10.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020, LIN FT 11.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN 90-4020, LIN FT 8.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022, LIN FT 123.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4022, LIN FT 30.00; CASTING ASSEMBLY TYPE 700-7 WITH 715 COVER, EACH 30.00; CASTING ASSEMBLY TYPE 700-7 WITH 721 COVER, EACH 2.00; CASTING ASSEMBLY NEENAH R-3246 W/TYPE A GRATE, EACH 14.00; CASTING ASSEMBLY NEENAH R-3246 W/TYPE V GRATE, EACH 37.00; CASTING ASSEMBLY TYPE 700-7 WITH SELF SEAL LID & INT MH SEAL, EACH 8.00; RECONSTRUCT MANHOLE (STORM), EACH 3.00; ADJUST FRAME & RING CASTING (STORM), EACH 1.00; CONSTRUCT MANHOLE DESIGN MANKATO 1-A, LIN FT 108.00; CONSTRUCT 8" OUTSIDE DROP, LIN FT 6.00; ADJUST SANITARY MANHOLE STRUCTURE, LIN FT 0.76; 4" CONCRETE WALK, SQ FT 19,486.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 17,211.00; 4" CONCRETE MEDIAN, SQ YD 1,704.00; 7" CONCRETE MEDIAN, SQ YD 110.00; 8" CONCRETE DRIVEWAY PAVEMENT, SQ YD 385.00; TRUNCATED DOMES, SQ FT 280.00; CONC ENTRANCE NOSE DES 7113, SQ FT 323.00; PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337, LIN FT 6,430.00; LIGHTING UNIT TYPE IT6-300-2SW, EACH 5.00; LIGHTING UNIT TYPE IT6-300-SW, EACH 5.00; LIGHTING UNIT TYPE ET10-403-2SW, EACH 16.00; LIGHTING UNIT TYPE ET6-403-2SW, EACH 3.00; LIGHTING UNIT TYPE ET6-403-SW, EACH 1.00; LIGHTING UNIT TYPE LOW LEVEL DECORATIVE, EACH 4.00; LUMINAIRE, EACH 54.00; LIGHT BASE DESIGN E, EACH 27.00; LIGHT BASE DESIGN P, EACH 4.00; 2" NON-METALLIC CONDUIT, LIN FT 5,830.00; 3" NON-METALLIC CONDUIT, LIN FT 30.00; 4" NON-METALLIC CONDUIT, LIN FT 75.00; UNDERGROUND WIRE 1 COND NO 4, LIN FT 8,920.00; UNDERGROUND WIRE 1 COND NO 6, LIN FT 5,705.00; EQUIPMENT PAD, EACH 1.00; HANDHOLE, EACH 12.00; SERVICE CABINET, EACH 1.00; IMPACT ATTENUATOR, ASSEMBLY 10.00; TRAFFIC CONTROL, LUMP SUM 1.00; RAISED PAVEMENT MARKER TEMPORARY, EACH 4,040.00; TRAFFIC CONTROL SIGNAL SYSTEM A, SIG SYS 1.00; TRAFFIC CONTROL SIGNAL SYSTEM B, SIG SYS 1.00; TRAFFIC CONTROL SIGNAL SYSTEM C, SIG SYS 1.00; EMERGENCY VEHICLE PREEMPTION SYSTEM A, LUMP SUM 1.00; EMERGENCY VEHICLE PREEMPTION SYSTEM B, LUMP SUM 1.00; TRAFFIC CONTROL INTERCONNECTION, LUMP SUM 1.00; FO SPLICE VAULT, EACH 6.00; SILT FENCE, TYPE HEAVY DUTY, LIN FT 200.00; SILT FENCE, TYPE MACHINE SLICED, LIN FT 1,000.00; STORM DRAIN INLET PROTECTION, EACH 55.00; FILTER LOG TYPE STRAW BIOROLL, LIN FT 1,000.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; TEMPORARY MANHOLE INSERT, EACH 8.00; SEEDING, ACRE 8.00; SEED MIXTURE 100, POUND 300.00; SEED MIXTURE 260, POUND 489.00; SODDING TYPE LAWN AND BOULEVARD, SQ YD 15,719.00; COMMERCIAL FERTILIZER ANALYSIS 20-10-20, POUND 1,713.00; HYDRAULIC SOIL STABILIZER TYPE 5, POUND 10,277.00; PAVEMENT MESSAGE (LT ARROW) EPOXY, EACH 16.00; PAVEMENT MESSAGE (RT ARROW) EPOXY, EACH 19.00; 4" SOLID LINE WHITE-PAINT, LIN FT 4,850.00; 4" BROKEN LINE WHITE-PAINT, LIN FT 730.00; 4" SOLID LINE YELLOW-PAINT, LIN FT 3,960.00; 4" DOUBLE SOLID LINE YELLOW-PAINT, LIN FT 1,070.00; 4" SOLID LINE WHITE-EPOXY, LIN FT 16,949.00; 4" BROKEN LINE WHITE-EPOXY, LIN FT 1,718.00; 24" STOP LINE WHITE-EPOXY, LIN FT 398.00; 4" SOLID LINE YELLOW-EPOXY, LIN FT 8,780.00; 4" BROKEN LINE YELLOW-EPOXY, LIN FT 128.00; 4" DOUBLE SOLID LINE YELLOW-EPOXY, LIN FT 460.00; 8" DOTTED LINE WHITE - EPOXY, LIN FT 126.00; ZEBRA CROSSWALK WHITE - EPOXY, SQ FT 3,456.00;

 

Proposals, Plans and Specifications are available at Blue Earth County Public Works Office, 35 Map Drive, P.O. Box 3083, Mankato MN 56002-3083.  Plans may be obtained for a non-refundable fee of $107.00 (sales tax included). See www.co.blue-earth.mn.us for complete listing of bid items and plan holders list.

 

A certified Check or Bid Bond for not less than 5% of the amount of each proposal must accompany the bid, payable to the Blue Earth County Treasurer.

 

The Successful bidder will be required to furnish a Surety Bond.

 

Please identify on the front of the sealed envelope, "SP 007-682-004 -BID ENCLOSED".

 

Alan Forsberg                                                                                                                                                              Dennis McCoy

COUNTY HIGHWAY ENGINEER                                                                                                  COUNTY ADMINISTRATOR