Hennepin County, MN

County Project

CLOSING DATE: Tuesday, December 18, 2012

 

ADVERTISEMENT FOR BIDS-

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

Purchasing and Contract Services Division, A-1730 Government Center, Minnepolis, MN 55487 until 2 P.M. on ,Tuesday, December 18, 2012, for the following project:

 

STATE AID PROJECT NO. SP 027-681-029

 

LOCATION: CSAH 81 in Brooklyn Park & Crystal

 

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 DX, EACH 1.00; TRAINEES, HOUR 2,400.00; CLEARING, ACRE 0.80; CLEARING, TREE 262.00; GRUBBING, ACRE 0.80; GRUBBING, TREE 247.00; ROOT CUTTING, LIN FT 100.00; PAVEMENT MARKING REMOVAL, SQ FT 205.00; PAVEMENT MARKING REMOVAL, LIN FT 1,730.00; BUILDING REMOVAL A, LUMP SUM 1.00; BUILDING REMOVAL B, LUMP SUM 1.00; BUILDING REMOVAL C, LUMP SUM 1.00; BUILDING REMOVAL D, LUMP SUM 1.00; BUILDING REMOVAL E, LUMP SUM 1.00; BUILDING REMOVAL F, LUMP SUM 1.00; BUILDING REMOVAL G, LUMP SUM 1.00; BUILDING REMOVAL H, LUMP SUM 1.00; BUILDING REMOVAL I, LUMP SUM 1.00; BUILDING REMOVAL J, LUMP SUM 1.00; BUILDING REMOVAL K, LUMP SUM 1.00; BUILDING REMOVAL L, LUMP SUM 1.00; BUILDING REMOVAL M, LUMP SUM 1.00; BUILDING REMOVAL N, LUMP SUM 1.00; DISCONNECT SEWER SERVICE, EACH 16.00; DISCONNECT WATER SERVICE, EACH 16.00; REMOVE WATER MAIN, LIN FT 4,796.00; REMOVE SEWER PIPE (STORM), LIN FT 2,274.00; REMOVE SEWER PIPE (SANITARY), LIN FT 1,689.00; REMOVE CURB AND GUTTER, LIN FT 23,000.00; REMOVE CONCRETE PARKING STOPS, LIN FT 40.00; REMOVE RETAINING WALL, LIN FT 270.00; REMOVE WOOD RETAINING WALL, LIN FT 320.00; REMOVE FENCE, LIN FT 1,000.00; REMOVE WOOD FENCE, LIN FT 520.00; REMOVE CABLE GUARD RAIL, LIN FT 370.00; REMOVE SANITARY SERVICE PIPE, LIN FT 112.00; REMOVE WATER SERVICE PIPE, LIN FT 184.00; REMOVE CONCRETE SIDEWALK, SQ FT 14,280.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ FT 26,540.00; REMOVE CONCRETE MEDIAN, SQ FT 36,070.00; REMOVE BITUMINOUS DRIVEWAY PAVEMENT, SQ FT 158,490.00; REMOVE PAVEMENT, SQ YD 11,600.00; REMOVE CONCRETE PAVEMENT, SQ YD 27,870.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 45,900.00; REMOVE PIPE APRON, EACH 19.00; REMOVE MISCELLANEOUS STRUCTURES, EACH 2.00; REMOVE BOLLARDS, EACH 20.00; REMOVE PLANTER, EACH 1.00; REMOVE MANHOLE, EACH 10.00; REMOVE GATE VALVE, EACH 15.00; REMOVE CURB STOP & BOX, EACH 5.00; REMOVE HYDRANT, EACH 16.00; REMOVE SANITARY CLEANOUT, EACH 1.00; REMOVE DRAINAGE STRUCTURE, EACH 18.00; REMOVE SIGN TYPE C, EACH 131.00; REMOVE SIGN TYPE SPECIAL, EACH 6.00; REMOVE SIGNAL SYSTEM, EACH 1.00; REMOVE BRICK PILLAR, EACH 9.00; REMOVE MAIL BOX SUPPORT, EACH 2.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 730.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 1,940.00; SALVAGE ORNAMENTAL FENCE, LIN FT 250.00; SALVAGE CASTING, EACH 7.00; SALVAGE SIGN TYPE C, EACH 23.00; SALVAGE SIGN TYPE D, EACH 2.00; SALVAGE SIGN TYPE SPECIAL, EACH 5.00; ABANDON & SEAL WELL SHAFT, EACH 10.00; ABANDON CATCH BASIN OR MANHOLE, EACH 1.00; REMOVE LIGHTING SYSTEM, LUMP SUM 1.00; SALVAGE LANDSCAPE BOULDERS, EACH 16.00; ABANDON SEWER PIPE (STORM), LIN FT 66.00; COMMON EXCAVATION, CU YD 63,626.00; SUBGRADE EXCAVATION, CU YD 35,184.00; SELECT GRANULAR BORROW (CV), CU YD 17,898.00; COMMON BORROW (CV), CU YD 2,000.00; STABILIZING AGGREGATE, CU YD 100.00; SUBSOILING, ACRE 1.10; DEWATERING, LUMP SUM 1.00; DEWATERING SPECIAL, GALLON 25,000.00; EXCAVATION SPECIAL, CU YD 500.00; TOPSOIL BORROW SPECIAL 1 (CV), CU YD 2,306.00; PREMIUM TOPSOIL BORROW, CU YD 7,865.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, TON 2,000.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 200.00; 1.5 CU YD BACKHOE, HOUR 40.00; WATER, M GALLONS 2,000.00; CALCIUM CHLORIDE SOLUTION, GALLON 40,000.00; AGGREGATE BASE CLASS 6, TON 44,460.00; BITUMINOUS PATCH SPECIAL, SQ YD 4,450.00; MILL BITUMINOUS SURFACE (2.0"), SQ YD 1,780.00; MILL CONCRETE PAVEMENT SURFACE (VARIABLE), SQ YD 1,330.00; SAWED/SEALED JOINT, LIN FT 2,000.00; TYPE SP 12.5 WEARING COURSE MIX (3,F), TON 19,970.00; TYPE SP 19.0 NON WEAR COURSE MIX (3,B), TON 15,370.00; TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK, SQ YD 230.00; TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 4.0" THICK, SQ YD 1,980.00; MODULAR BLOCK RETAINING WALL, SQ FT 740.00; GRANULAR FOUNDATION AND/OR BEDDING, TON 3,313.00; PIPE BEDDING MATERIAL, TON 842.40; SHEETING OR SHORING (TEMPORARY), LUMP SUM 1.00; 12" RC PIPE APRON, EACH 1.00; 15" RC PIPE APRON, EACH 9.00; 18" RC PIPE APRON, EACH 1.00; 21" RC PIPE APRON, EACH 4.00; 27" RC PIPE APRON, EACH 1.00; 36" RC PIPE APRON, EACH 1.00; 42" RC PIPE APRON, EACH 1.00; 36" SPAN RC PIPE-ARCH APRON, EACH 1.00; 24" RC SAFETY APRON, EACH 1.00; TRASH GUARD FOR 12" PIPE APRON, EACH 1.00; TRASH GUARD FOR 15" PIPE APRON, EACH 10.00; TRASH GUARD FOR 18" PIPE APRON, EACH 1.00; TRASH GUARD FOR 21" PIPE APRON, EACH 4.00; TRASH GUARD FOR 27" PIPE APRON, EACH 1.00; TRASH GUARD FOR 36" PIPE APRON, EACH 1.00; TRASH GUARD FOR 42" PIPE APRON, EACH 1.00; TRASH GUARD FOR 36" SPAN PIPE APRON, EACH 1.00; 4" PERF TP PIPE DRAIN, LIN FT 6,810.00; 8" PVC PIPE SEWER, LIN FT 1,770.00; 36" SPAN RC PIPE-ARCH SEWER CL IIA, LIN FT 461.00; 44" SPAN RC PIPE-ARCH SEWER CL IIA, LIN FT 14.00; 12" RC PIPE SEWER DES 3006 CL V, LIN FT 210.00; 15" RC PIPE SEWER DES 3006 CL V, LIN FT 6,479.00; 18" RC PIPE SEWER DES 3006 CL III, LIN FT 1,016.00; 21" RC PIPE SEWER DES 3006 CL III, LIN FT 846.00; 24" RC PIPE SEWER DES 3006 CL III, LIN FT 1,262.00; 27" RC PIPE SEWER DES 3006 CL III, LIN FT 986.00; 30" RC PIPE SEWER DES 3006 CL III, LIN FT 1,040.00; 36" RC PIPE SEWER DESIGN 3006 CL II, LIN FT 392.00; 36" RC PIPE SEWER DESIGN 3006 CLASS IV, LIN FT 63.00; 42" RC PIPE SEWER DESIGN 3006 CL II, LIN FT 311.00; 42" RC PIPE SEWER DES 3006 CL IV, LIN FT 50.00; CONNECT TO EXISTING SANITARY SEWER, EACH 14.00; CONNECT TO EXISTING STORM SEWER, EACH 12.00; 4" PVC SANITARY SERVICE PIPE, LIN FT 107.00; TEMPORARY WATER SERVICE, LUMP SUM 1.00; CONNECT TO EXISTING WATER MAIN, EACH 17.00; 18" PCCP TO 20" DIP CONNECTOR, EACH 2.00; HYDRANT, EACH 17.00; ADJUST VALVE BOX, EACH 18.00; 1" CORPORATION STOP, EACH 7.00; 20" BUTTERFLY VALVE AND BOX, EACH 2.00; 6" GATE VALVE AND BOX, EACH 20.00; 8" GATE VALVE AND BOX, EACH 6.00; ADJUST CURB BOX, EACH 10.00; 1" CURB STOP & BOX, EACH 7.00; INSPECTION HOLE, LIN FT 500.00; WATERMAIN VALVE MANHOLE, LIN FT 13.60; 1" TYPE K COPPER PIPE, LIN FT 318.00; 6" WATERMAIN DUCTILE IRON CL 52, LIN FT 1,621.00; 8" WATERMAIN DUCTILE IRON CL 52, LIN FT 2,309.00; 20" WATERMAIN DUCTILE IRON CL 51, LIN FT 610.00; WATERMAIN ENCASEMENT, LIN FT 4,540.00; 4" POLYSTYRENE INSULATION, SQ YD 253.10; WATERMAIN FITTINGS, POUND 6,374.00; CONST DRAINAGE STRUCTURE DESIGN F, LIN FT 60.60; CONST DRAINAGE STRUCTURE DESIGN G, LIN FT 397.90; CONST DRAINAGE STRUCTURE DESIGN H, LIN FT 98.10; CONST DRAINAGE STRUCTURE DESIGN SD-48, LIN FT 57.00; CONST DRAINAGE STRUCTURE DESIGN SD-60, LIN FT 27.60; CONST DRAINAGE STRUCTURE DESIGN SD-72, LIN FT 15.20; CONST DRAINAGE STRUCTURE DESIGN SD-84, LIN FT 5.30; CONST DRAINAGE STRUCTURE DESIGN SPEC 1, LIN FT 22.90; CONST DRAINAGE STRUCTURE DES 48-4020, LIN FT 112.00; CONST DRAINAGE STRUCTURE DES 54-4020, LIN FT 75.50; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 58.10; CONST DRAINAGE STRUCTURE DES 66-4020, LIN FT 22.10; CONST DRAINAGE STRUCTURE DES 72-4020, LIN FT 37.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 2, EACH 1.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 3, EACH 1.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 4, EACH 3.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 5, EACH 1.00; CASTING ASSEMBLY, EACH 217.00; INSTALL CASTING, EACH 31.00; ADJUST FRAME & RING CASTING, EACH 8.00; CONNECT INTO EXISTING DRAINAGE STRUCTURE, EACH 10.00; CONSTRUCT SANITARY MANHOLE (0' - 10'), EACH 9.00; CONSTRUCT SANITARY MANHOLE SPECIAL 1, EACH 4.00; CONSTRUCT SANITARY MANHOLE OVERDEPTH, LIN FT 16.10; RECONSTRUCT MANHOLES, LIN FT 24.20; RECONSTRUCT MANHOLE SPECIAL 2, LIN FT 54.40; RECONSTRUCT DRAINAGE STRUCTURE, LIN FT 64.42; RANDOM RIPRAP CLASS II, CU YD 180.90; 4" CONCRETE WALK, SQ FT 62,940.00; 6" CONCRETE WALK, SQ FT 8,760.00; 3" BITUMINOUS WALK, SQ FT 59,610.00; CONCRETE CURB & GUTTER DESIGN B418, LIN FT 5,110.00; CONCRETE CURB & GUTTER DESIGN B424, LIN FT 26,770.00; CONCRETE CURB & GUTTER DESIGN B618, LIN FT 13,570.00; CONCRETE CURB & GUTTER DESIGN D418, LIN FT 1,390.00; 6" CONCRETE DRIVEWAY PAVEMENT, SQ YD 520.00; 8" CONCRETE DRIVEWAY PAVEMENT, SQ YD 760.00; CONC ENTRANCE NOSE DES 7113, EACH 20.00; TRUNCATED DOMES, SQ FT 1,010.00; PORTABLE PRECAST CONC BARRIER DES 8337, LIN FT 1,485.00; RELOCATE PORT PRECAST CONC BAR DES 8337, LIN FT 3,075.00; MAIL BOX SUPPORT, EACH 11.00; LIGHTING UNIT TYPE SPECIAL 2, EACH 4.00; LIGHT BASE DESIGN MODIFIED, EACH 4.00; 2" NON-METALLIC CONDUIT, LIN FT 2,962.00; 2" NON-METALLIC COND (DIRECTIONAL BORE), LIN FT 262.00; 4" NON-METALLIC CONDUIT, LIN FT 242.00; UNDERGROUND WIRE 1 COND NO 4, LIN FT 10,276.00; UNDERGROUND WIRE 1 COND NO 8, LIN FT 3,425.00; GUIDE POST TYPE B, EACH 23.00; IMPACT ATTENUATOR, ASSEMBLY 8.00; RELOCATE IMPACT ATTENUATOR, ASSEMBLY 9.00; WIRE FENCE DESIGN 48V-9322, LIN FT 250.00; METAL BRACE ASSEMBLY, EACH 2.00; ELECTRICAL GROUND, EACH 1.00; WOOD COMPOSITE FENCE 6 FOOT, LIN FT 125.00; TRAFFIC CONTROL SUPERVISOR, LUMP SUM 1.00; TRAFFIC CONTROL (STAGE 1), LUMP SUM 1.00; TRAFFIC CONTROL (STAGE 4), LUMP SUM 1.00; TRAFFIC CONTROL (STAGE 2A), LUMP SUM 1.00; TRAFFIC CONTROL (STAGE 2B), LUMP SUM 1.00; TRAFFIC CONTROL (STAGE 3A), LUMP SUM 1.00; TRAFFIC CONTROL (STAGE 3B), LUMP SUM 1.00; DETOUR A SIGNING, LUMP SUM 1.00; DETOUR B SIGNING, LUMP SUM 1.00; TEMPORARY PEDESTRIAN ACCESS CONTROL, LUMP SUM 1.00; TYPE III BARRICADE (DIAMOND GRADE), UNIT DAY 6,000.00; PORTABLE CHANGEABLE MESSAGE SIGN, UNIT DAY 200.00; 4' X 4' SIGN WITH SUPPORTS (DIAMOND GRADE), UDAY 2,000.00; CONSTRUCTION SIGN SPEC (DIAMOND GRADE), SQ FT 250.00; SIGN PANELS TYPE C, SQ FT 762.20; INSTALL SIGN TYPE C, EACH 23.00; INSTALL SIGN TYPE D, EACH 2.00; INSTALL SIGN COLLAR, EACH 23.00; TRAFFIC CONTROL SIGNAL SYSTEM A, SIG SYS 1.00; TRAFFIC CONTROL INTERCONNECTION, LUMP SUM 1.00; TEMPORARY SIGNAL SYSTEM A, SYSTEM 1.00; CONIFEROUS TREE 10' HT B&B, TREE 27.00; DECIDUOUS TREE 2.5" CAL B&B, TREE 148.00; ORNAMENTAL TREE 8' HT B&B, TREE 8.00; ORNAMENTAL TREE 2" CAL B&B, TREE 46.00; DECIDUOUS SHRUB NO 5 CONT, SHRUB 500.00; TREE PROTECTION TYPE I, EACH 11.00; SILT FENCE, TYPE HEAVY DUTY, LIN FT 2,700.00; SILT FENCE, TYPE SUPER DUTY, LIN FT 1,000.00; SILT FENCE, TYPE MACHINE SLICED, LIN FT 4,480.00; TEMPORARY DITCH CHECK TYPE 5, CU YD 40.00; STORM DRAIN INLET PROTECTION, EACH 169.00; FILTER LOG TYPE STRAW BIOROLL, LIN FT 1,070.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; CULVERT END PROTECTION, LUMP SUM 1.00; TEMPORARY ROCK CONSTRUCTION ENTRANCE, EACH 25.00; SEEDING, ACRE 16.30; SEED MIXTURE 240, POUND 730.00; SEED MIXTURE 328, POUND 140.00; SEED MIXTURE 350, POUND 240.00; SODDING TYPE EROSION, SQ YD 109.00; SODDING TYPE LAWN, SQ YD 6,510.00; MULCH MATERIAL TYPE 1, TON 30.10; DISK ANCHORING, ACRE 9.50; EROSION CONTROL BLANKETS CATEGORY 5, SQ YD 20,200.00; FERTILIZER TYPE 1, POUND 5,330.00; FERTILIZER TYPE 2, POUND 500.00; AGRICULTURAL LIME, TON 1.90; COMPOST, GRADE 2, CU YD 570.00; HYDRAULIC STABILIZER TYPE 5, POUND 5,160.00; RAPID STABILIZATION METHOD 3, M GALLONS 70.00; RAPID STABILIZATION METHOD 4, SQ YD 45,030.00; SEED MIXTURE SPECIAL, POUND 220.00; PAVT MSSG (LT ARROW) PAINT, EACH 16.00; PAVT MSSG (RT ARROW) PAINT, EACH 11.00; PAVT MSSG (RR XING) PAINT, EACH 6.00; 4" SOLID LINE WHITE-PAINT, LIN FT 6,245.00; 24" SOLID LINE WHITE-PAINT, LIN FT 125.00; 4" BROKEN LINE WHITE-PAINT, LIN FT 6,055.00; 4" DOTTED LINE WHITE-PAINT, LIN FT 95.00; 4" BROKEN LINE YELLOW-PAINT, LIN FT 2,060.00; 4" DOUBLE SOLID LINE YELLOW-PAINT, LIN FT 2,105.00; 4" BROKEN LINE YELLOW-EPOXY, LIN FT 580.00; 4" SOLID LINE WHITE-EPOXY (GROUND IN), LIN FT 6,245.00; 4" BROKEN LINE WHITE - EPOXY (GR IN), LIN FT 6,055.00; 24" SOLID LINE WHITE - EPOXY (GR IN), LIN FT 125.00; 4" DBLE SOLID LINE YELLOW - EPOXY (GR IN), LIN FT 2,105.00; CROSSWALK MARKING-PAINT, SQ FT 2,800.00; PAVT MESSAGE (LT ARROW) THERMOPLASTIC, EACH 16.00; PAVT MESSAGE (RT ARROW) THERMOPLASTIC, EACH 11.00; PAVT MESSAGE (RR XING) THERMOPLASTIC, EACH 6.00; 4" DOTTED LINE WHITE - THERMOPLASTIC, LIN FT 95.00; CROSSWALK MARKING - THERMOPLASTIC, SQ FT 2,800.00;

 


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 advertisement for this project may also be viewed at the Minnesota Department of Transportation State Aid for Local Transportation EAdvert web site.

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 14.7% Good Faith Effort to be subcontracted to Disadvantaged Business Enterprises.
 

 

Proposals, Plans and Specifications are available at: Hennepin County Purchasing and Contract Services Division A-1730 Government Center,  300 S. Sixth Street, Minneapolis, MN 55487  Phone: 612-348-3181 ,  Cost - $75.00 .

 

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