Hennepin County

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Ad for Bid - Default

Hennepin County, MN

County Project

CLOSING DATE: Tuesday, December 6, 2011

 

ADVERTISEMENT FOR BIDS-

NOTICE is hereby given that SEALED BIDS will be received by the Hennepin County

Purchasing and Contract Services Division, A-1705 Government Center, Minnepolis, MN 55487 until 2 P.M. on ,Tuesday, December 6, 2011, for the following project:

 

STATE AID PROJECT NO. SAP 027-622-005

 

LOCATION: CSAH 22 from W. 56th St. to W Minnehaha Pkwy

 

TYPE OF WORK: Grading and Surfacing

 

LENGTH:

 

The major items of work are approximately:

 

MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; FIELD LABORATORY TYPE D, EACH 1.00; CLEARING AND GRUBBING, TREE 12.00; ROOT CUTTING, LIN FT 500.00; PAVEMENT MARKING REMOVAL, SQ FT 150.00; PAVEMENT MARKING REMOVAL, LIN FT 2,000.00; DISCONNECT WATER SERVICE, EACH 2.00; REMOVE PIPE SEWERS, LIN FT 1,599.00; REMOVE CURB AND GUTTER, LIN FT 255.00; REMOVE MODULAR BLOCK RETAINING WALL, LIN FT 9.00; REMOVE CONDUIT, LIN FT 3,500.00; REMOVE CONCRETE WALK, SQ FT 40,766.00; REMOVE BITUMINOUS PAVEMENT, SQ FT 441.00; REMOVE CONCRETE MEDIAN, SQ YD 411.00; REMOVE PAVEMENT(P), SQ YD 19,690.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ YD 792.00; REMOVE DRAINAGE STRUCTURE, EACH 44.00; REMOVE LIGHT BASE FOUNDATION, EACH 33.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 1,026.00; SALVAGE LIGHTING UNIT, EACH 33.00; REMOVE TRAFFIC SIGNAL INTERCONNECT CONDUIT, LUMP SUM 1.00; SALVAGE SIGNAL SYSTEM A, LUMP SUM 1.00; SALVAGE SIGNAL SYSTEM B, LUMP SUM 1.00; SALVAGE SIGNAL SYSTEM C, LUMP SUM 1.00; REMOVE MISCELLANEOUS STRUCTURES, EACH 1.00; SALVAGE & REINSTALL BUS SHELTER, EACH 4.00; COMMON EXCAVATION, CU YD 427.00; SUBGRADE EXCAVATION, CU YD 2,928.00; SELECT GRANULAR BORROW (CV), CU YD 1,896.00; CONSTRUCT TEMPORARY BYPASS, EACH 1.00; EXCAVATION SPECIAL, CU YD 750.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, TON 3,000.00; SIDEWALK SWEEPER (WITH PICKUP BROOM), HOUR 60.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 60.00; WATER, M GALLONS 107.00; CALCIUM CHLORIDE SOLUTION, GALLON 3,500.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 4,883.00; NO 13 REINF TIE BAR (EPOXY COATED), EACH 75.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 762.00; TYPE SP 12.5 WEARING COURSE MIXTURE (3,C), TON 3,352.00; TYPE SP 12.5 NON WEAR COURSE MIX (3,C), TON 2,514.00; 4" TP PIPE DRAIN, LIN FT 43.00; 4" PERF PE PIPE DRAIN, LIN FT 1,008.00; 12" RC PIPE SEWER DES 3006 CL V, LIN FT 132.00; 15" RC PIPE SEWER DES 3006 CL V, LIN FT 1,832.00; 18" RC PIPE SEWER DES 3006 CL V, LIN FT 454.00; 21" RC PIPE SEWER DES 3006 CL V, LIN FT 22.00; 24" RC PIPE SEWER DES 3006 CL V, LIN FT 7.00; 27" RC PIPE SEWER DES 3006 CL V, LIN FT 280.00; 30" RC PIPE SEWER DES 3006 CL III, LIN FT 16.00; 33" RC PIPE SEWER DES 3006 CL III, LIN FT 16.00; DISCONNECT SANITARY SEWER SERVICE, EACH 2.00; RECONNECT TO EXISTING SANITARY SEWER SER, EACH 2.00; CONNECT INTO EXISTING DRAINAGE STRUCTURE, EACH 26.00; RECONNECT WATER SERVICE, EACH 2.00; RELOCATE HYDRANT, EACH 4.00; ADJUST CURB STOP BOX, EACH 18.00; RECONSTRUCT WATER MANHOLE, LIN FT 66.00; INSPECTION HOLE, LIN FT 100.00; TRENCH EXCAVATION, LIN FT 769.00; CONST DRAINAGE STRUCTURE DESIGN F, LIN FT 219.60; CONST DRAINAGE STRUCTURE DESIGN G, LIN FT 106.70; CONST DRAINAGE STRUCTURE DESIGN N, LIN FT 9.30; CONST DRAINAGE STRUCTURE DES 54-4020, LIN FT 14.30; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 13.50; CONST DRAINAGE STRUCTURE DES 84-4020, LIN FT 8.80; CONST DRAINAGE STRUCTURE DES 96-4020, LIN FT 7.20; RECONSTRUCT DRAINAGE STRUCTURE, LIN FT 6.00; CASTING ASSEMBLY (SANITARY SEWER), EACH 27.00; CASTING ASSEMBLY (STORM SEWER), EACH 20.00; CASTING ASSEMBLY, EACH 22.00; ADJUST FRAME & RING CASTING, EACH 5.00; RECONSTRUCT SANITARY MANHOLES, LIN FT 81.00; 3.5" CONCRETE WALK, SQ FT 3,474.00; 4" CONCRETE WALK, SQ FT 47,623.00; 6" CONCRETE WALK, SQ FT 6,053.00; SAWING CONCRETE WALK, LIN FT 170.00; SAWING CONCRETE WALK, LIN FT 2,375.00; CONCRETE CURB & GUTTER DESIGN SPECIAL, LIN FT 11.00; CONCRETE CURB & GUTTER DESIGN B612, LIN FT 2,925.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 4,664.00; CONCRETE CURB & GUTTER DESIGN B624 (MOD), LIN FT 224.00; CONCRETE CURB DESIGN V6, LIN FT 121.00; 8" CONCRETE DRIVEWAY PAVEMENT, SQ YD 1,102.00; CONC ENTRANCE NOSE DES 7113, EACH 9.00; TRUNCATED DOMES, SQ FT 629.00; PORTABLE PRECAST CONC BARRIER DES 8337, LIN FT 500.00; RELOCATE PORT PRECAST CONC BAR DES 8337, LIN FT 500.00; LIGHTING UNIT TYPE SPECIAL 1, EACH 24.00; LIGHTING UNIT TYPE SPECIAL 2, EACH 20.00; LIGHT BASE DESIGN SPECIAL 1, EACH 24.00; LIGHT BASE DESIGN SPECIAL 2, EACH 20.00; 0.75" NON-METALLIC CONDUIT, LIN FT 50.00; 2" NON-METALLIC CONDUIT, LIN FT 4,760.00; 3" NON-METALLIC CONDUIT, LIN FT 140.00; UNDERGROUND WIRE 1 COND NO 4, LIN FT 16,560.00; UNDERGROUND WIRE 1 COND NO 8, LIN FT 5,520.00; UNDERGROUND WIRE 1 COND NO 12, LIN FT 4,300.00; TEMPORARY LIGHTING SYSTEM, LUMP SUM 1.00; PULL BOX DESIGN MINNEAPOLIS, EACH 2.00; 2" NON-METALLIC CONDUIT TRENCHED, LIN FT 811.00; IMPACT ATTENUATOR BARRELS, EACH 10.00; IMPACT ATTENUATOR, ASSEMBLY 2.00; RELOCATE IMPACT ATTENUATOR, ASSEMBLY 2.00; TRAFFIC CONTROL AREA 1, LUMP SUM 1.00; TRAFFIC CONTROL AREA 2, LUMP SUM 1.00; TRAFFIC CONTROL AREA 3, LUMP SUM 1.00; TRAFFIC CONTROL AREA 4, LUMP SUM 1.00; TRAFFIC CONTROL AREA 5, LUMP SUM 1.00; TRAFFIC CONTROL AREA 6, LUMP SUM 1.00; RAISED PAVEMENT MARKER TEMPORARY, EACH 200.00; PORTABLE CONCRETE BARRIER DELINEATOR, EACH 30.00; TYPE III BARRICADES, UNIT DAY 300.00; FLASHER TYPE B (HIGH INTENSITY), UNIT DAY 600.00; REFLECTORIZED PLASTIC SAFETY DRUM, UNIT DAY 300.00; PORTABLE CHANGEABLE MESSAGE SIGN, UNIT DAY 150.00; 4'X4' SIGN WITH SUPPORTS, UNIT DAY 300.00; CONSTRUCTION SIGN-SPECIAL, SQ FT 500.00; INSTALL SIGN COLLAR, EACH 99.00; SEMI T ACT T CONTROL SIGNAL SYSTEM A, SIG SYS 1.00; SEMI T ACT T CONTROL SIGNAL SYSTEM B, SIG SYS 1.00; SEMI T ACT T CONTROL SIGNAL SYSTEM C, SIG SYS 1.00; HANDHOLE DESIGN MPLS, EACH 17.00; 3" NON-METTALLIC CONDUIT TRENCHED, LIN FT 2,610.00; 12PR #19 INTERCONNECT FILLED, LIN FT 5,171.00; TREE PROTECTION, EACH 29.00; TEMPORARY FENCE, LIN FT 1,000.00; STORM DRAIN INLET PROTECTION, EACH 49.00; FILTER LOG TYPE STRAW BIOROLL, LIN FT 496.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; TEMPORARY ROCK CONSTRUCTION ENTRANCE, EACH 4.00; SODDING TYPE SALT RESISTANT, SQ YD 2,370.00; HYDRAULIC SOIL STABILIZER TYPE 6, POUND 750.00; SELECT TOPSOIL BORROW (CV), CU YD 1,164.00; REMOVABLE PREFORMED PLASTIC MARKING, LIN FT 1,000.00; PAVT MSSG (LT ARROW) PAINT, EACH 16.00; PAVT MSSG (RT ARROW) PAINT, EACH 1.00; PAVT MESSAGE (LT ARROW) THERMOPLASTIC GR IN, EACH 13.00; PAVT MESSAGE (RT ARROW) THERMOPLASTIC GR IN, EACH 9.00; 4" SOLID LINE WHITE-PAINT, LIN FT 5,685.00; 4" SOLID LINE YELLOW-PAINT, LIN FT 7,120.00; 4" DOUBLE SOLID LINE YELLOW-PAINT, LIN FT 7,160.00; 4" SOLID LINE WHITE-POLY PREF (GR IN), LIN FT 4,870.00; 6" SOLID LINE WHITE-POLY PREF (GR IN), LIN FT 1,260.00; 12" SOLID LINE WHITE-POLY PREF (GR IN), LIN FT 295.00; 4" SOLID LINE YELLOW-POLY PREF (GR IN), LIN FT 870.00; 4" BROKEN LINE YELLOW-POLY PREF (GR IN), LIN FT 100.00; 4" DB SOLID LINE YELLOW-POLY PREF(GR IN), LIN FT 295.00;

 

Proposals, Plans and Specifications (Paper Copies) are available at: Hennepin County Purchasing and Contract Services Division A-1705 Government Center,  300 S. Sixth Street, Minneapolis, MN 55487  Phone: 612-348-3181 ,  Cost - $75.00 .

 

Bids (Paper copy) must be sealed, identified on the envelope and accompanied by a Bidder's Bond or Certified Check in an amount equal to at least 5% of the total bid made payable to the Treasurer of Hennepin County.

 


NOTICE TO BIDDERS:
Bidders have the option to bid this project by submitting either an electronic bid or a paper bid.

To submit an electronic bid, obtain plans and proposals (including the electronic bid form) through the eGram web site: https://egram.co.hennepin.mn.us/

To submit a paper bid, obtain plans and proposals (including the bid forms) from the Hennepin County Purchasing office. However, not all project information is available in the paper plans and proposals. The paper plans and proposals refer bidders to the eGram web site for some of the project documents.
 

 

The County reserves the right to reject any or all bids and to waive any irregularities thereof.

 

Jerry Mortenson

Specification Engineer