Hennepin County, MN

County Project

CLOSING DATE: Tuesday, October 20, 2009

 

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, October 20, 2009, for the following project:

 

STATE AID PROJECT NO. SP 027-753-016

 

LOCATION:

 

TYPE OF WORK: Bridge Replacement

 

LENGTH:

 

The major items of work are approximately:

 

CRIB WALL SETTLEMENT MONITORING, LUMP SUM 1.00; MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; FIELD LABORATORY TYPE DX, EACH 1.00; TRAINEES, HOUR 14,000.00; ANTI-ICING SYSTEM, LUMP SUM 1.00; BRIDGE VENTILATION SYSTEM, LUMP SUM 1.00; CLEARING, TREE 20.00; GRUBBING, TREE 20.00; PAVEMENT MARKING REMOVAL, LIN FT 10,600.00; BUILDING REMOVAL A, LUMP SUM 1.00; REMOVE WATER MAIN, LIN FT 298.00; REMOVE SEWER PIPE (STORM), LIN FT 958.00; REMOVE CURB AND GUTTER, LIN FT 620.00; REMOVE FENCE, LIN FT 893.00; REMOVE METAL PIPE RAILING, LIN FT 1,150.00; REMOVE CRIB WALL, SQ FT 3,319.00; REMOVE CONCRETE WALK, SQ FT 4,200.00; REMOVE PAVEMENT, SQ YD 2,890.00; REMOVE CONCRETE PAVEMENT, SQ YD 2,680.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 9,030.00; REMOVE MISCELLANEOUS STRUCTURES, EACH 2.00; REMOVE BOLLARDS, EACH 54.00; REMOVE LIGHTING UNIT, EACH 7.00; REMOVE PLANTER, EACH 3.00; REMOVE MANHOLE OR CATCH BASIN, EACH 11.00; REMOVE CASTING, EACH 3.00; REMOVE GATE VALVE & BOX, EACH 2.00; REMOVE HANDHOLE, EACH 2.00; SAWING CONCRETE PAVEMENT, LIN FT 70.00; SAWING BITUMINOUS PAVEMENT, LIN FT 1,480.00; SALVAGE BOULDER, EACH 4.00; SALVAGE SIGN TYPE C, EACH 9.00; SALVAGE SIGN TYPE SPECIAL, EACH 1.00; SALVAGE SIGN PANEL TYPE C, EACH 4.00; REMOVE REGULATED WASTE MATERIAL (BRIDGE), LUMP SUM 1.00; REMOVE REGULATED WASTE MATERIAL(UTILITY), LUMP SUM 1.00; RELOCATE BENCH, EACH 2.00; REMOVE WATER VAULT, EACH 1.00; REMOVE OUTLET STRUCTURE, EACH 1.00; REMOVE CONCRETE RIBBON WALL & WALK, SQ FT 3,665.00; SALVAGE CONCRETE PAVERS, SQ FT 1,715.00; COMMON EXCAVATION(P), CU YD 6,024.00; SELECT GRANULAR BORROW (CV)(P), CU YD 3,273.00; SELECT GRANULAR BORROW MOD 10% (CV)(P), CU YD 7,180.00; GEOTEXTILE FABRIC TYPE V, SQ YD 1,550.00; EXCAVATION SPECIAL, CU YD 6,140.00; EXCAVATION SPECIAL 2, CU YD 1,100.00; GEOFOAM, CU YD 760.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, TON 10,000.00; DEWATERING, HOUR 1,000.00; AGGREGATE SURFACING CLASS SPECIAL, SQ FT 102.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 500.00; WATER, M GALLONS 500.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 2,090.00; MILL BITUMINOUS SURFACE (2.0"), SQ YD 890.00; BRIDGE APPROACH PANEL(P), EACH 2.00; CONCRETE PAVEMENT 9.5"(P), SQ YD 545.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 815.00; TYPE SP 12.5 WEARING COURSE MIX (3,C), TON 570.00; TYPE SP 12.5 WEARING COURSE MIX (3,F), TON 980.00; TYPE SP 12.5 NON WEAR COURSE MIX (3,B), TON 1,560.00; STRUCTURAL CONCRETE (1A43)(P), CU YD 1,301.00; STRUCTURAL CONCRETE (3U36 MODIFIED)(P), CU YD 8,441.00; STRUCTURAL CONCRETE (3Y36)(P), CU YD 250.00; STRUCTURAL CONCRETE (3Y43)(P), CU YD 5,164.00; TYPE P-1 (TL-2) RAILING CONCRETE (3Y46)(P), LIN FT 256.00; TYPE P-4 (TL-4) RAILING CONCRETE (3Y46)(P), LIN FT 202.00; TYPE SPECIAL RAILING CONC (3Y46)(P), LIN FT 108.00; CABLE RAILING CONCRETE (3Y46)(P), LIN FT 216.00; ORNAMENTAL SIDEWALK RAILING CONC (3Y46)(P), LIN FT 2,092.00; TRAFFIC BARRIER CONCRETE (3Y46)(P), LIN FT 1,808.00; RAISED MEDIAN CONCRETE (3Y46)(P), SQ FT 5,433.00; REINFORCEMENT BARS(P), POUND 168,698.00; REINFORCEMENT BARS (EPOXY COATED)(P), POUND 2,608,725.00; SPIRAL REINFORCEMENT (EPOXY COATED)(P), POUND 71,569.00; STRUCTURE EXCAVATION(P), LUMP SUM 1.00; FOUNDATION PREPARATION EAST ABUT, LUMP SUM 1.00; FOUNDATION PREPARATION PIER 4, LUMP SUM 1.00; FOUNDATION PREPARATION PIER 5, LUMP SUM 1.00; FOUNDATION PREPARATION PIER 6, LUMP SUM 1.00; FOUNDATION PREP WALLS C1, D1, OVERLOOK, LUMP SUM 1.00; REINFORCEMENT BARS SPEC (EPOXY COATED), LUMP SUM 1.00; PRECAST POST TENSION CONC EDGE GIRDERS(P), LIN FT 310.00; BRIDGE DECK PLANING(P), SQ FT 44,575.00; STRUCTURAL STEEL (3309)(P), POUND 1,598,980.00; ORNAMENTAL METAL RAILING TYPE SPECIAL 1(P), LIN FT 2,120.00; CABLE RAILING, LIN FT 210.00; STRUCTURAL TUBE RAILING DESIGN WYOMING(P), LIN FT 2,015.00; PIPE RAILING, LIN FT 21.00; ELASTOMERIC BEARING PAD TYPE 1, EACH 16.00; DRAINAGE SYSTEM BRIDGE DECK, LUMP SUM 1.00; MISCELLANEOUS METAL (BRIDGE), LUMP SUM 1.00; PTFE/ELASTOMETRIC BEARING ASSEMBLY, EACH 16.00; METAL RAILING FOR BIKEWAYS (DESIGN M-1), LIN FT 457.00; MODULAR BRIDGE JOINT SYSTEM TYPE 9(P), LIN FT 92.00; MODULAR BRIDGE JOINT SYSTEM TYPE 12(P), LIN FT 92.00; CONCRETE WEARING COURSE (3U17A)(P), SQ FT 52,695.00; BLASTING (SPECIAL)(P), SQ FT 52,695.00; PRESTRESSED CONCRETE DECK BEAMS(P), LIN FT 1,337.00; POST-TENSIONING SYSTEM, SYSTEM 1.00; STAY CABLE SYSTEM, LUMP SUM 1.00; STAY CABLE TESTING, LUMP SUM 1.00; CONCRETE STAIRWAY 1, EACH 1.00; CONNECTION STRUCTURE, LUMP SUM 1.00; ANTI-GRAFFITI COATING(P), SQ FT 56,912.00; ARCH SURFACE FINISH (SINGLE COLOR)(P), SQ FT 385.00; ARCH CONC TEXTURE (BUSH HAMMER)(P), SQ FT 30.00; REMOVE EAST BRIDGE ABUTMENT, LUMP SUM 1.00; REMOVE WEST BRIDGE ABUTMENT, LUMP SUM 1.00; C-I-P CONCRETE PILING DELIVERED 10", LIN FT 19,440.00; C-I-P CONCRETE PILING DELIVERED 16", LIN FT 2,530.00; C I P CONCRETE PILING DELIVERED 32", LIN FT 11,490.00; C-I-P CONCRETE PILING DRIVEN 10", LIN FT 19,440.00; C-I-P CONCRETE PILING DRIVEN 16", LIN FT 11,293.00; C I P CONCRETE PILING DRIVEN 32", LIN FT 11,490.00; C I P CONCRETE TEST PILE 145 FT LONG 10", EACH 5.00; C-I-P CONC TEST PILE 65 FT LONG 16", EACH 4.00; C-I-P CONC TEST PILE 85 FT LONG 16", EACH 6.00; C I P CONCRETE TEST PILE 126 FT LONG 32", EACH 2.00; C I P CONCRETE TEST PILE 136 FT LONG 32", EACH 2.00; PILE REDRIVING, EACH 54.00; PILE ANALYSIS, EACH 10.00; COUPLERS (REINFORCEMENT BARS) T-22, EACH 528.00; COUPLERS (REINFORCEMENT BARS) T-43, EACH 576.00; HEADED BAR REINFORCEMENT, EACH 2,764.00; INORGANIC ZINC-RICH PAINT SYS(SHP & FLD)(P), SQ FT 50,898.00; INORGANIC ZINC RICH PAINT SYS (SHOP 2 COAT)(P), SQ FT 48,354.00; 66" RC PIPE APRON, EACH 1.00; DRAINAGE SYSTEM TYPE (B910), LUMP SUM 1.00; 4" TP PIPE DRAIN, LIN FT 47.00; 6" TP PIPE DRAIN, LIN FT 29.00; 4" PERF TP PIPE DRAIN, LIN FT 605.00; 6" PERF TP PIPE DRAIN, LIN FT 66.00; 4" PERF PE PIPE DRAIN, LIN FT 410.00; 6" PVC PIPE DRAIN CLEANOUT, EACH 1.00; 10" PVC PIPE SEWER, LIN FT 97.00; 24" DUCTILE IRON PIPE SEWER, LIN FT 40.00; 15" RC PIPE SEWER DES 3006 CL V, LIN FT 688.00; 18" RC PIPE SEWER DES 3006 CL III, LIN FT 170.00; 18" RC PIPE SEWER DES 3006 CL V, LIN FT 53.00; 21" RC PIPE SEWER DES 3006 CL III, LIN FT 11.00; 24" RC PIPE SEWER DES 3006 CL III, LIN FT 69.00; 24" RC PIPE SEWER DES 3006 CL IV, LIN FT 84.00; 30" RC PIPE SEWER DES 3006 CL IV, LIN FT 52.00; 60" RC PIPE SEWER DES 3006 CL III, LIN FT 18.00; 66" RC PIPE SEWER DES 3006 CL IV, LIN FT 63.00; 66" RC PIPE SEWER DES 3006 CL V, LIN FT 169.00; CONNECT TO EXISTING STORM SEWER, EACH 2.00; STANDARD VALVE MANHOLE (48" DIAMETER), EACH 1.00; STANDARD VALVE MANHOLE (72" DIAMETER), EACH 1.00; 6" PVC SANITARY SERVICE PIPE, LIN FT 106.00; WATERMAIN HANGER SYSTEM, LUMP SUM 1.00; INSTALL GATE VALVE, EACH 2.00; ADJUST GATE VALVE & BOX, EACH 2.00; 6" MEGALUG, EACH 9.00; 24" MEGALUG, EACH 26.00; 6" WATERMAIN DUCTILE IRON CL 52, LIN FT 53.00; 24" WATERMAIN DUCTILE IRON CL 52, LIN FT 254.00; 24" WATERMAIN DUCTILE IRON CL 53, LIN FT 20.00; 24" STEEL WATERMAIN, LIN FT 1,025.00; WATERMAIN FITTINGS, POUND 5,717.00; CONST DRAINAGE STRUCTURE DESIGN F, LIN FT 171.00; CONST DRAINAGE STRUCTURE DESIGN G, LIN FT 20.40; CONST DRAINAGE STRUCTURE DESIGN H, LIN FT 13.60; CONST DRAINAGE STRUCTURE DESIGN SD-48, LIN FT 25.00; CONST DRAINAGE STRUCTURE DES 54-4020, LIN FT 13.60; CONST DRAINAGE STRUCTURE DES 90-4020, LIN FT 9.00; CONST DRAINAGE STRUCTURE DES 102-4020, LIN FT 32.10; CONST DRAINAGE STRUCTURE DESIGN SPEC 1, EACH 1.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 2, EACH 1.00; CASTING ASSEMBLY, EACH 37.00; INSTALL CASTING, EACH 2.00; ADJUST FRAME & RING CASTING, EACH 20.00; CONNECT INTO EXISTING DRAINAGE STRUCTURE, EACH 2.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 3, EACH 1.00; RANDOM RIPRAP CLASS I, CU YD 2,056.00; RANDOM RIPRAP CLASS IV, CU YD 2,100.00; GEOTEXTILE FILTER TYPE IV, SQ YD 1,740.00; CONCRETE SLOPE PAVING(P), SQ YD 55.00; 4" CONCRETE WALK, SQ FT 7,140.00; 6" CONCRETE WALK SPECIAL, SQ FT 990.00; 8" CONCRETE WALK SPECIAL, SQ FT 2,920.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 900.00; CONCRETE MEDIAN, SQ YD 70.00; CONC ENTRANCE NOSE DES 7113, EACH 2.00; TRUNCATED DOMES, SQ FT 64.00; PORTABLE PRECAST CONC BARRIER DES 8337, LIN FT 420.00; STONE MONUMENT, LUMP SUM 1.00; BOLLARD, EACH 12.00; METAL BENCH, EACH 2.00; INTERPRETIVE SIGN, EACH 1.00; MASONRY MONUMENT, EACH 1.00; CONCRETE PAVERS DESIGN A, SQ FT 253.00; CONCRETE PAVERS DESIGN B, SQ FT 229.00; CONCRETE PAVERS DESIGN C, SQ FT 395.00; CONCRETE PAVERS DESIGN D, SQ FT 737.00; ELECTRIC LIGHT SYSTEM "A", LUMP SUM 1.00; ELECTRIC LIGHT SYSTEM "B", LUMP SUM 1.00; ELECTRIC POWER SYSTEM, LUMP SUM 1.00; CONDUIT SYSTEM (NAVIGATION LIGHTS), LUMP SUM 1.00; CONDUIT SYSTEM (LIGHTING), LUMP SUM 1.00; CONDUIT SYSTEM (SIGNALS), LUMP SUM 1.00; CONDUIT SYSTEM (ROADWAY LIGHTING), LUMP SUM 1.00; CONDUIT SYSTEM (ARCH LIGHTING), LUMP SUM 1.00; CONDUIT SYSTEM (PIER LIGHTING), LUMP SUM 1.00; CONDUIT SYSTEM (ANTI-ICING), LUMP SUM 1.00; CONDUIT SYSTEM (XCEL), LUMP SUM 1.00; CONDUIT SYSTEM (CCTV), LUMP SUM 1.00; CONDUIT SYSTEM (VENTILATION), LUMP SUM 1.00; LIGHTING UNIT TYPE SPECIAL 1, EACH 34.00; LIGHTING UNIT TYPE SPECIAL 2, EACH 4.00; LIGHTING UNIT TYPE SPECIAL 3, EACH 6.00; LIGHTING UNIT TYPE SPECIAL 4, EACH 124.00; LUMINAIRE, EACH 6.00; UNDERPASS LIGHTING FIXTURE TYPE L, EACH 32.00; LIGHT BASE DESIGN M, EACH 3.00; 2" RIGID STEEL CONDUIT, LIN FT 150.00; 6" RIGID STEEL CONDUIT, LIN FT 1,195.00; 1.25" NON-METALLIC CONDUIT, LIN FT 1,240.00; 2" NON-METALLIC CONDUIT, LIN FT 1,233.00; 3" NON-METALLIC CONDUIT, LIN FT 880.00; UNDERGROUND WIRE 1 COND NO 3/0, LIN FT 3,128.00; UNDERGROUND WIRE 1 COND NO 4, LIN FT 11,627.00; UNDERGROUND WIRE 1 COND NO 8, LIN FT 5,708.00; UNDERGROUND WIRE 1 COND NO 10, LIN FT 12,638.00; UNDERGROUND WIRE 1 COND NO 12, LIN FT 1,074.00; SERVICE CABINET SECONDARY TYPE L2 (MOD), EACH 4.00; EQUIPMENT PAD B, EACH 4.00; JUNCTION BOX, EACH 4.00; HANDHOLE, EACH 9.00; CCTV SYSTEM, LUMP SUM 1.00; WIRE FENCE DESIGN SPECIAL VINYL COATED, LIN FT 226.00; WIRE FENCE DESIGN 72-9322, LIN FT 70.00; METAL BRACE ASSEMBLY, EACH 3.00; ELECTRICAL GROUND, EACH 3.00; TEMPORARY FENCE, LIN FT 100.00; ORNAMENTAL FENCE DESIGN SPECIAL A, LIN FT 209.00; ORNAMENTAL FENCE DESIGN SPECIAL B, LIN FT 16.00; ORNAMENTAL FENCE DESIGN SPECIAL C, LIN FT 80.00; ORNAMENTAL FENCE DESIGN SPECIAL D, LIN FT 28.00; TRAFFIC CONTROL, LUMP SUM 1.00; POLICE OFFICER, HOUR 2,500.00; CONSTRUCTION SIGN-SPECIAL, SQ FT 75.00; SIGN PANELS TYPE C, SQ FT 92.50; SIGN COLLAR, EACH 14.00; RELOCATE INTERPRETIVE SIGN, EACH 1.00; REVISE SIGNAL SYSTEM, SYSTEM 1.00; DECIDUOUS TREE 2.5" CAL B&B, TREE 2.00; DECIDUOUS SHRUB NO 5 CONT, SHRUB 63.00; PERENNIAL NO 1 CONT, PLANT 72.00; TRANSPLANT TREE (SPADE SIZE 60"), TREE 6.00; SILT FENCE, TYPE HEAVY DUTY, LIN FT 100.00; SILT FENCE, TYPE SUPER DUTY, LIN FT 1,230.00; SILT FENCE, TYPE MACHINE SLICED, LIN FT 260.00; FLOTATION SILT CURTAIN TYPE MOVING WATER, LIN FT 700.00; SEDIMENT REMOVAL BACKHOE, HOUR 5.00; STORM DRAIN INLET PROTECTION, EACH 37.00; FILTER LOG TYPE WOOD FIBER BIOROLL, LIN FT 50.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; TEMPORARY SEDIMENT TRAP, EACH 2.00; TEMPORARY ROCK CONSTRUCTION ENTRANCE, EACH 2.00; SEEDING, ACRE 0.40; SEED MIXTURE 100, POUND 12.00; SEED MIXTURE 240, POUND 12.00; SODDING TYPE SALT RESISTANT, SQ YD 760.00; MULCH MATERIAL TYPE 1, TON 1.00; MULCH MATERIAL TYPE 9, CU YD 420.00; DISK ANCHORING, ACRE 0.10; EROSION CONTROL BLANKETS CATEGORY 3, SQ YD 1,250.00; FERTILIZER TYPE 3, POUND 200.00; RAPID STABILIZATION METHOD 3, M GALLONS 10.00; RAPID STABILIZATION METHOD 4, SQ YD 220.00; SELECT TOPSOIL BORROW (LV), CU YD 93.00; SEED MIXTURE SPECIAL, POUND 5.00; SEED MIXTURE SPECIAL 1, POUND 7.00; PAVT MSSG (LT ARROW) POLY PREF, EACH 1.00; PAVT MSSG (RT ARROW) POLY PREF, EACH 1.00; PAVT MSSG (LT ARROW) EPOXY, EACH 1.00; PAVT MSSG (RT ARROW) EPOXY, EACH 1.00; 4" SOLID LINE WHITE-PAINT, LIN FT 3,630.00; 12" SOLID LINE WHITE-PAINT, LIN FT 70.00; 4" BROKEN LINE WHITE-PAINT, LIN FT 110.00; 4" DOUBLE SOLID LINE YELLOW-PAINT, LIN FT 1,900.00; 6" SOLID LINE WHITE-POLY PREF, LIN FT 440.00; 12" SOLID LINE WHITE-POLY PREF, LIN FT 110.00; 4" DOUBLE SOLID LINE YELLOW-POLY PREF, LIN FT 470.00; 4" DB SOLID LINE YELLOW-POLY PREF(GR IN), LIN FT 20.00; 4" SOLID LINE WHITE-EPOXY, LIN FT 5,410.00; 6" SOLID LINE WHITE-EPOXY, LIN FT 610.00; 12" SOLID LINE WHITE-EPOXY, LIN FT 160.00; 4" BROKEN LINE WHITE-EPOXY, LIN FT 310.00; 8" DOTTED LINE WHITE-EPOXY, LIN FT 40.00; 4" SOLID LINE YELLOW-EPOXY, LIN FT 2,110.00; 4" DOUBLE SOLID LINE YELLOW-EPOXY, LIN FT 2,060.00;

 

Proposals, Plans and Specifications 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 - $150.00 (non-refundable incl. tax).

 

Minimum wage rates to be paid by the Contractors have been predetermined and are subject to the Work Hours Act of 1962, P.L. 87-581 and implementing regulations.

 

 

                   READ CAREFULLY THE WAGE SCALES AND DIVISION A OF THE SPECIAL

                            PROVISIONS AS THEY AFFECT THIS/THESE PROJECT/PROJECTS

 

 

The Minnesota Department of Transportation hereby notifies all bidders:

 

in accordance with Title VI of the Civil Rights Act of 1964 (Act), as amended and Title 49, Code of Federal Regulations, Subtitle A Part 21, Non-discrimination in Federally-assisted programs of the Department of Transportation, it will affirmatively assure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded maximum opportunity to participate and/or to submit bids in response to this invitation, and will not be discriminated against on the grounds of race, color, disability, age, religion, sex or national origin in consideration for an award;

 

in accordance with Title VI of the Civil Rights Act of 1964 as amended, and Title 23, Code of Federal Regulations, Part 230 Subpart A-Equal Employment Opportunity on Federal and Federal-Aid Construction Contracts (including supportive services), it will affirmatively assure increased participation of minority groups and disadvantaged persons and women in all phases of the highway construction industry, and that on any project constructed pursuant to this advertisement equal employment opportunity will be provided to all persons without regard to their race, color, disability, age, religion, sex or national origin;

 

in accordance with the Minnesota Human Rights Act, Minnesota Statute 363A.08 Unfair discriminatory Practices, it will affirmatively assure that on any project constructed pursuant to this advertisement equal employment opportunity will be offered to all persons without regard to race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, membership or activity in a local commission, disability, sexual orientation, or age;

 

 


 

in accordance with the Minnesota Human Rights Act, Minnesota Statute 363A.36 Certificates of Compliance for Public Contracts, and 363A.37 Rules for Certificates of Compliance, it will assure that appropriate parties to any contract entered into pursuant to this advertisement possess valid Certificates of Compliance.

 

 

If you are not a current holder of a compliance certificate issued by the Minnesota Department of Human Rights and intend to bid on any job in this advertisement you must contact the Department of Human Rights immediately for assistance in obtaining a certificate.

 

The following notice from the Minnesota Department of Human Rights applies to all contractors:

 

"It is hereby agreed between the parties that Minnesota Statute, section 363A.36 and Minnesota Rules, parts 5000.3400 to 5000.3600 are incorporated into any contract between these parties based on this specification or any modification of it. A copy of Minnesota Statute 363A.36 and Minnesota Rules, parts 5000.3400 to 5000.3600 is available upon request from the contracting agency."

 

"It is hereby agreed between the parties that this agency will require affirmative action requirements be met by contractors in relation to Minnesota Statute 363A.36 and Minnesota Rules 5000.3600. Failure by a contractor to implement an affirmative action plan or make a good faith effort shall result in revocation of its certificate or revocation of the contract (Minnesota Statute 363A.36, Subd. 2 and 3)."

 

A minimum goal of 15.3% Good Faith Effort to be subcontracted to Disadvantaged Business Enterprises.

 

 

 

 

Bids 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.

 

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

 

Paul B. Backer

Hennepin County

 

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