Hennepin County, MN

County Project 9112

CLOSING DATE: Tuesday, April 1, 2014

 

ADVERTISEMENT FOR BIDS-

Electronic bids for the above referenced project will be accepted through the Hennepin County's online electronic bid system (eGram) until 2:00 p.m., Tuesday, April 1, 2014, at which time they will be publicly opened at the Hennepin County Purchasing and Contract Services office, A-1730 Government Center, Minneapolis, Minnesota  55487-0175.

 

State Project Number SP 027-661-046

 

LOCATION: CSAH 61 (Shady Oak Rd) from CSAH 3 (Excelsior Blvd) to north of TH 7 in the cities of Hopkins and Minnetonka.

 

TYPE OF WORK: Grading and Surfacing

 

The major items of work are approximately:

 CONSTRUCTION SURVEYING, LUMP SUM 1.00; MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D-MODIFIED, EACH 1.00; FIELD LABORATORY TYPE D, EACH 1.00; CLEARING, ACRE 3.60; CLEARING, TREE 574.00; GRUBBING, ACRE 3.60; GRUBBING, TREE 574.00; TREE TRIMMING, HOUR 50.00; PAVEMENT MARKING REMOVAL-TEMPORARY, LIN FT 10,008.00; PAVEMENT MARKING REMOVAL-PERMANENT, LIN FT 14,300.00; BUILDING REMOVAL A, LUMP SUM 1.00; BUILDING REMOVAL B, LS 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; REMOVE WATER MAIN, LIN FT 5,577.00; REMOVE SEWER PIPE (STORM), LIN FT 3,783.00; REMOVE SEWER PIPE (SANITARY), LIN FT 2,202.00; REMOVE CURB AND GUTTER, LIN FT 6,930.00; REMOVE BITUMINOUS CURB, LIN FT 5,930.00; REMOVE CONCRETE PARKING STOPS, LIN FT 920.00; REMOVE RETAINING WALL, LIN FT 380.00; REMOVE WOOD RETAINING WALL, LIN FT 140.00; REMOVE STONE RETAINING WALL, LIN FT 230.00; REMOVE CHAIN LINK FENCE, LIN FT 585.00; REMOVE WOOD FENCE, LIN FT 725.00; REMOVE CABLE GUARDRAIL, L F 540.00; REMOVE GUARDRAIL-PLATE BEAM, L F 388.00; REMOVE ORNAMENTAL RAILING, LIN FT 700.00; REMOVE METAL PIPE RAILING, LIN FT 60.00; REMOVE CONCRETE MEDIAN BARRIER, LIN FT 660.00; REMOVE SANITARY SERVICE PIPE, LIN FT 1,090.00; REMOVE WATER SERVICE PIPE, LIN FT 1,486.00; REMOVE CONCRETE MEDIAN, SQ YD 777.00; REMOVE CONCRETE WALK, SQ YD 1,105.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ YD 645.00; REMOVE BITUMINOUS DRIVEWAY PAVEMENT, SQ YD 2,642.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 61,957.00; REMOVE RIPRAP, CU YD 40.00; REMOVE PIPE APRON, EACH 24.00; REMOVE ANCHORAGE ASSEMBLY-CABLE, EACH 2.00; REMOVE ANCHORAGE ASSEMBLY-PLATE BEAM, EACH 2.00; REMOVE BOLLARDS, EACH 16.00; REMOVE WOOD POST, EACH 24.00; REMOVE LIGHTING UNIT, EACH 18.00; REMOVE TWISTED END TREATMENT, EACH 1.00; REMOVE CONCRETE STEPS, EACH 41.00; REMOVE CONCRETE SLAB, EACH 2.00; REMOVE PLANTER, EACH 3.00; REMOVE FLAGPOLE, EACH 3.00; REMOVE MANHOLE OR CATCH BASIN, EACH 31.00; REMOVE HYDRANT, EACH 13.00; REMOVE MARKER, EACH 21.00; REMOVE SIGN TYPE C, EACH 89.00; REMOVE SIGN TYPE D, EACH 2.00; REMOVE SIGN TYPE SPECIAL, EACH 4.00; REMOVE BILLBOARD, EACH 1.00; REMOVE SLOTTED RAIL TERMINAL, EACH 1.00; REMOVE MANHOLE (SANITARY), EACH 12.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 311.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 18,713.00; SALVAGE CASTING, EACH 3.00; SALVAGE LIGHTING UNIT, EACH 2.00; SALVAGE SIGN TYPE C, EACH 14.00; SALVAGE SIGN TYPE D, EACH 2.00; SALVAGE SIGN TYPE SPECIAL, EACH 6.00; ABANDON & SEAL WELL SHAFT, EACH 5.00; REMOVE CABLES, LUMP SUM 1.00; REMOVE COMMERCIAL SIGN, EACH 6.00; SALVAGE STONE RETAINING WALL, SQ FT 128.00; REMOVE BRICK PAVERS, S F 2,900.00; COMMON EXCAVATION, CU YD 53,598.00; MUCK EXCAVATION, CU YD 9,274.00; SUBGRADE EXCAVATION, CU YD 24,882.00; SELECT GRANULAR BORROW (CV), CU YD 30,736.00; SELECT GRANULAR BORROW MOD 10% (CV), CU YD 15,547.00; DEWATERING, LUMP SUM 1.00; GEOTEXTILE FABRIC TYPE V, SQ YD 1,550.00; EXCAVATION SPECIAL 1, CU YD 730.00; EXCAVATION SPECIAL 2, CU YD 1,760.00; EXCAVATION SPECIAL 3, CU YD 5,505.00; EXCAVATION SPECIAL 4, CU YD 1,260.00; COMMON BORROW SPECIAL (CV), CU YD 1,795.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, CU YD 7,000.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 232.00; 1.5 CU YD BACKHOE, HOUR 40.00; WATER, M GALLONS 250.00; AGGREGATE BASE CLASS 5, TON 1,602.00; AGGREGATE BASE (CV) CLASS 6, CU YD 15,100.00; AGGREGATE SHOULDERING (CV) CLASS 2, CU YD 161.00; BITUMINOUS PATCHING MIXTURE, TON 100.00; BIT SURFACE CRACK & JOINT REPAIR, LIN FT 1,500.00; MILL BITUMINOUS SURFACE (2.0"), SQ YD 10,165.00; TYPE SP 12.5 WEARING COURSE MIXTURE (2,C), TON 370.00; TYPE SP 12.5 WEARING COURSE MIX (4,C), TON 16,214.00; TYPE SP 12.5 NON WEAR COURSE MIX (4,B), TON 5,195.00; ORNAMENTAL METAL RAILING TYPE SPECIAL 1, LIN FT 458.00; ORNAMENTAL METAL RAILING TYPE SPECIAL 2, LIN FT 201.00; PIPE RAILING, LIN FT 158.00; STRUCTURE EXCAVATION CLASS U, CU YD 5,284.00; AGGREGATE BACKFILL (CV), CU YD 335.00; REINFORCEMENT BARS, POUND 24,084.00; REINFORCEMENT BARS (EPOXY COATED), POUND 64,608.00; DRAINAGE SYSTEM, LUMP SUM 1.00; CONCRETE PARAPET WALL, LIN FT 458.00; MODULAR BLOCK RETAINING WALL SPECIAL, SQ YD 151.00; MODULAR BLOCK RETAINING WALL, SQ FT 972.00; ANTI-GRAFFITI COATING, SQ FT 9,898.00; SPECIAL SURFACE FINISH, SQ FT 1,680.00; ARCH SURFACE FINISH (MULTI COLOR), SQ FT 8,218.00; ARCH CONC TEXTURE (ASHLAR STONE), SQ FT 6,388.00; ARCH CONC TEXTURE (CUT STONE), SQ FT 1,830.00; GRANULAR BEDDING (CV), CU YD 5,180.00; STEEL SHEET PILING (TEMPORARY), LUMP SUM 1.00; 15" RC PIPE CULVERT CLASS V, LIN FT 137.00; 18" RC PIPE CULVERT CLASS III, LIN FT 157.00; 24" RC PIPE CULVERT CLASS III, LIN FT 119.00; 12" RC PIPE APRON, EACH 5.00; 18" RC PIPE APRON, EACH 7.00; 21" RC PIPE APRON, EACH 1.00; 24" RC PIPE APRON, EACH 4.00; 36" RC PIPE APRON, EACH 1.00; 28" SPAN RC PIPE-ARCH APRON, EACH 1.00; 44" SPAN RC PIPE-ARCH APRON, EACH 3.00; 18" RC SAFETY APRON, EACH 4.00; TRASH GUARD FOR 12" PIPE APRON, EACH 5.00; TRASH GUARD FOR 15" PIPE APRON, EACH 3.00; TRASH GUARD FOR 18" PIPE APRON, EACH 7.00; TRASH GUARD FOR 21" PIPE APRON, EACH 1.00; TRASH GUARD FOR 24" PIPE APRON, EACH 4.00; TRASH GUARD FOR 36" PIPE APRON, EACH 1.00; TRASH GUARD FOR 28" SPAN PIPE APRON, EACH 1.00; TRASH GUARD FOR 44" SPAN PIPE APRON, EACH 3.00; 4" TP PIPE DRAIN, LIN FT 72.00; 4" PERF PE PIPE DRAIN, LIN FT 7,885.00; 24" CP PIPE SEWER, LIN FT 113.00; 36" CP PIPE SEWER, LIN FT 241.00; 18" CP PIPE SEWER (SMOOTH), LIN FT 170.00; 24" CP PIPE SEWER (SMOOTH), LIN FT 195.00; 28" SPAN RC PIPE-ARCH SEWER CL IIA, LIN FT 71.00; 44" SPAN RC PIPE-ARCH SEWER CL IIA, LIN FT 767.00; 12" RC PIPE SEWER DES 3006 CL V, LIN FT 176.00; 15" RC PIPE SEWER DES 3006 CL V, LIN FT 5,218.00; 18" RC PIPE SEWER DES 3006 CL III, LIN FT 2,044.00; 18" RC PIPE SEWER DES 3006 CL IV, LIN FT 520.00; 21" RC PIPE SEWER DES 3006 CL III, LIN FT 501.00; 24" RC PIPE SEWER DES 3006 CL III, LIN FT 1,477.00; 27" RC PIPE SEWER DES 3006 CL III, LIN FT 727.00; 27" RC PIPE SEWER DES 3006 CL IV, LIN FT 395.00; 30" RC PIPE SEWER DES 3006 CL III, LIN FT 244.00; 36" RC PIPE SEWER DES 3006 CL III, LIN FT 69.00; CONNECT TO EXISTING SANITARY SEWER, EACH 6.00; CONNECT TO EXISTING MANHOLES (SAN), EACH 1.00; CONNECT TO EXISTING STORM SEWER, EACH 9.00; CONNECT TO EXISTING SANITARY SEWER SER, EACH 19.00; 15" PIPE PLUG, EACH 1.00; TEMPORARY SANITARY BYPASS A, EACH 1.00; TEMPORARY SANITARY BYPASS B, EACH 1.00; TEMPORARY SANITARY BYPASS C, EACH 1.00; TEMPORARY SANITARY BYPASS D, EACH 1.00; 8"X4" PVC WYE, EACH 11.00; 8"X6" PVC WYE, EACH 6.00; PLUG FILL & ABANDON PIPE SEWER, LIN FT 530.00; 8" OUTSIDE DROP, LIN FT 7.00; 4" PVC PIPE SEWER, LIN FT 260.00; 6" PVC PIPE SEWER, LIN FT 279.00; 8" PVC PIPE SEWER, LIN FT 1,485.00; 8" DUCTILE IRON PIPE SEWER CL 52, LIN FT 20.00; 30" STEEL CASING PIPE (JACKED), LIN FT 140.00; 36" STEEL CASING PIPE (JACKED), LIN FT 110.00; CONNECT TO EXISTING WATER MAIN, EACH 17.00; CONNECT TO EXISTING WATER SERVICE, EACH 34.00; HYDRANT, EACH 14.00; ADJUST GATE VALVE & BOX, EACH 16.00; 1" CORPORATION STOP, EACH 22.00; 1.5" CORPORATION STOP, EACH 3.00; TEMPORARY WATER SERVICE A, EACH 1.00; TEMPORARY WATER SERVICE B, EACH 1.00; TEMPORARY WATER SERVICE C, EACH 1.00; TEMPORARY WATER SERVICE D, EACH 1.00; TEMPORARY WATER SERVICE E, EACH 1.00; 18" BUTTERFLY VALVE AND BOX, EACH 8.00; 6" GATE VALVE AND BOX, EACH 31.00; 8" GATE VALVE AND BOX, EACH 2.00; 1" CURB STOP & BOX, EACH 22.00; 1.5" CURB STOP & BOX, EACH 3.00; SPRINKLER HEAD, EACH 20.00; SPRINKLER SYSTEM, LIN FT 200.00; INSPECTION HOLE, LIN FT 60.00; 1" TYPE K COPPER PIPE, LIN FT 489.00; 1.5" TYPE K COPPER PIPE, LIN FT 125.00; 6" WATERMAIN DUCTILE IRON CL 52, LIN FT 1,690.00; 8" WATERMAIN DUCTILE IRON CL 52, LIN FT 56.00; 18" WATERMAIN DUCTILE IRON CL 52, LIN FT 3,052.00; WATERMAIN ENCASEMENT, LIN FT 4,798.00; 4" INSULATION, SQ YD 28.00; DUCTILE IRON FITTINGS, POUND 26,655.00; CONST DRAINAGE STRUCTURE DESIGN H, LIN FT 192.50; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, LIN FT 100.00; CONST DRAINAGE STRUCTURE DES 48-4020, LIN FT 687.00; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 53.00; CONST DRAINAGE STRUCTURE DES 72-4020, LIN FT 89.30; CONST DRAINAGE STRUCTURE DESIGN SPEC 1, EACH 8.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 2, EACH 2.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 3, EACH 11.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 4, EACH 2.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 5, EACH 2.00; RECONSTRUCT DRAINAGE STRUCTURE, LIN FT 37.00; CASTING ASSEMBLY (SANITARY SEWER), EACH 20.00; CASTING ASSEMBLY, EACH 203.00; INSTALL CASTING, EACH 3.00; INFILTRATION SYSTEM A, LUMP SUM 1.00; INFILTRATION SYSTEM B, LUMP SUM 1.00; ADJUST FRAME & RING CASTING, EACH 22.00; SEAL MANHOLE, EACH 29.00; ANTI-SEEP COLLAR SPECIAL, EACH 1.00; RANDOM RIPRAP CLASS SPECIAL, CU YD 77.40; GEOTEXTILE FILTER TYPE IV, SQ YD 194.80; SHEETPILE APRON SUPPORT, EACH 8.00; 4" CONCRETE WALK, SQ FT 45,700.00; 4" CONCRETE WALK SPECIAL, SQ FT 5,900.00; 6" CONCRETE WALK, SQ FT 5,570.00; 3" BITUMINOUS WALK, SQ FT 30,540.00; CONCRETE CURB & GUTTER DESIGN B412, LIN FT 100.00; CONCRETE CURB & GUTTER DESIGN B424, LIN FT 300.00; CONCRETE CURB & GUTTER DESIGN B612, LIN FT 4,760.00; CONCRETE CURB & GUTTER DESIGN B618, LIN FT 5,460.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 16,250.00; CONCRETE CURB & GUTTER DESIGN D324, LIN FT 196.00; CONCRETE CURB & GUTTER DESIGN D412, LIN FT 50.00; CONCRETE CURB DESIGN V10, LIN FT 570.00; CONCRETE CURB DESIGN V10 (MODIFIED), LIN FT 67.00; CONCRETE MEDIAN, SQ YD 1,100.00; 6" CONCRETE DRIVEWAY PAVEMENT, SQ YD 820.00; 8" CONCRETE DRIVEWAY PAVEMENT, SQ YD 230.00; 6" CONCRETE VALLEY GUTTER, SQ YD 198.00; TRUNCATED DOMES, SQ FT 780.00; CONC MED BARRIER DES 8308 TYPE A STEP, LIN FT 350.00; CONC MED BARRIER DES 8308 TYPE AA STEP, LIN FT 40.00; PORTABLE PRECAST CONC BARRIER DES 8337, LIN FT 8,272.00; RELOCATE PORT PRECAST CONC BAR DES 8337, LIN FT 1,573.00; MAIL BOX SUPPORT, EACH 7.00; ENTRY MONUMENT TYPE A, EACH 1.00; ENTRY MONUMENT TYPE B, EACH 1.00; BRICK PAVERS, SQ FT 29,790.00; BURIED CABLE SIGN, EACH 3.00; 1.5" NON-METALLIC CONDUIT, LIN FT 130.00; FIBER OPTIC CABLE TESTING, LUMP SUM 1.00; FIBER OPTIC CABLE SPLICING, EACH 1.00; TRAFFIC BARRIER DESIGN SPECIAL, LIN FT 50.00; TRAFFIC BARRIER DESIGN BULLNOSE, LIN FT 100.00; TRAFFIC BARRIER DESIGN B8338, LIN FT 438.00; GUIDE POST TYPE B, EACH 36.00; END TREATMENT-SLOTTED RAIL TERMINAL, EACH 1.00; END TREATMENT-TANGENT TERMINAL, EACH 2.00; IMPACT ATTENUATOR NO 1, ASSEMBLY 11.00; IMPACT ATTENUATOR NO 2, ASSEMBLY 5.00; RELOCATE IMPACT ATTENUATOR NO 1, ASSEMBLY 6.00; RELOCATE IMPACT ATTENUATOR NO 2, ASSEMBLY 2.00; WIRE FENCE DESIGN 72-9322, LIN FT 120.00; WOODEN FENCE, LIN FT 472.00; TRAFFIC CONTROL SUPERVISOR, LUMP SUM 1.00; TRAFFIC CONTROL, LUMP SUM 1.00; TEMPORARY PEDESTRIAN ACCESS CONTROL, LUMP SUM 1.00; RAISED PAVEMENT MARKER TEMPORARY, EACH 319.00; MEDIAN BARRIER DELINEATOR, EACH 279.00; PORTABLE CHANGEABLE MESSAGE SIGN, UNIT DAY 68.00; SIGN PANELS TYPE SPECIAL, SQ FT 8.00; SIGN PANELS TYPE C, SQ FT 882.00; SIGN PANELS TYPE D, SQ FT 5.00; INSTALL SIGN TYPE C, EACH 14.00; INSTALL SIGN TYPE D, EACH 2.00; INSTALL SIGN TYPE SPECIAL, EACH 6.00; REFERENCE POST MARKER, EACH 1.00; HAZARD MARKER X4-2, EACH 20.00; SNOW PLOW MARKER X4-5, EACH 6.00; TRAFFIC CONTROL SIGNAL SYSTEM B, SIG SYS 1.00; TRAFFIC CONTROL SIGNAL SYSTEM C, SIG SYS 1.00; TRAFFIC CONTROL INTERCONNECTION A, LUMP SUM 1.00; TRAFFIC CONTROL INTERCONNECTION B, LUMP SUM 1.00; REVISE SIGNAL SYSTEM A, SYSTEM 1.00; TEMPORARY SIGNAL SYSTEM A, SYSTEM 1.00; TEMPORARY SIGNAL SYSTEM C, SYSTEM 1.00; TEMPORARY FENCE, LIN FT 1,000.00; CLEAN ROOT CUTTING, LIN FT 500.00; SILT FENCE, TYPE MACHINE SLICED, LIN FT 13,734.00; FLOTATION SILT CURTAIN TYPE STILL WATER, LIN FT 2,079.00; STORM DRAIN INLET PROTECTION, EACH 230.00; FILTER LOG TYPE COMPOST LOG, LIN FT 1,485.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; TEMPORARY ROCK CONSTRUCTION ENTRANCE, EACH 25.00; CULVERT PROTECTION, EACH 12.00; SEEDING, ACRE 12.00; SEED MIXTURE 270, POUND 458.00; SEED MIXTURE 310, POUND 314.00; SEED MIXTURE 350, POUND 309.00; SODDING TYPE LAWN, SQ YD 19,625.00; EROSION CONTROL BLANKETS CATEGORY 3, SQ YD 53,194.00; EROSION STABILIZATION MAT CLASS 4, SQ YD 422.00; FERTILIZER TYPE 3, POUND 1,518.00; FERTILIZER TYPE 4, POUND 1,087.00; RAPID STABILIZATION METHOD 3, M GALLONS 197.00; EROSION STABILIZATION PANEL, SQ FT 1,322.00; SELECT TOPSOIL BORROW (SPECIAL) CV, CU YD 1,000.00; REMOVABLE PREFORMED PLASTIC MARKING, LIN FT 6,480.00; REMOVABLE PREFORMED PLASTIC MASK (BLACK), LIN FT 5,172.00; PAVT MSSG (LT ARROW) POLY PREF, EACH 25.00; PAVT MSSG (RT ARROW) POLY PREF, EACH 11.00; PAVT MSSG (LT ARROW) POLY PREF-GR IN, EACH 4.00; PAVT MSSG (RT ARROW) POLY PREF-GR IN, EACH 5.00; 4" SOLID LINE WHITE-PAINT, LIN FT 20,256.00; 12" SOLID LINE WHITE-PAINT, LIN FT 92.00; 4" BROKEN LINE WHITE-PAINT, LIN FT 1,440.00; 4" SOLID LINE YELLOW-PAINT, L F 3,960.00; 4" DOUBLE SOLID LINE YELLOW-PAINT, LIN FT 10,032.00; 4" BROKEN LINE WHITE-POLY PREF (GR IN), LIN FT 45.00; 24" STOP LINE WHITE-POLY PREF (GR IN), LIN FT 70.00; 4" SOLID LINE WHITE-EPOXY, LIN FT 3,100.00; 8" SOLID LINE WHITE-EPOXY, LIN FT 250.00; 4" BROKEN LINE WHITE-EPOXY, LIN FT 710.00; 4" DOTTED LINE WHITE-EPOXY, LIN FT 130.00; 4" SOLID LINE YELLOW-EPOXY, LIN FT 2,700.00; 4" SOLID LINE WHITE-EPOXY (GROUND IN), LIN FT 5,520.00; 8" SOLID LINE WHITE-EPOXY (GROUND IN), LIN FT 350.00; 24" SOLID LINE WHITE - EPOXY (GR IN), LIN FT 40.00; 4" BROKEN LINE WHITE-EPOXY (GROUND IN), LIN FT 1,580.00; 4" SOLID LINE YELLOW-EPOXY ( GROUND IN), LIN FT 2,000.00; 24" SOLID LINE YELLOW-EPOXY (GROUND IN), LIN FT 100.00; 4" BROKEN LINE YELLOW-EPOXY (GROUND IN), LIN FT 400.00; 4" DBLE SOLID LINE YELLOW-EPOXY (GR IN), LIN FT 3,000.00; CROSSWALK MARKING-POLY PREFORM, SQ FT 1,962.00; CROSSWALK MARKING-POLY PREFORM (GR IN), SQ FT 270.00;

 

 

 
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 9.8% Good Faith Effort to be subcontracted to Disadvantaged Business Enterprises.

A pre-letting conference will be held to describe the work included in this project and to answer questions regarding this contract. The location and time for the conference will be specified in the proposal for the project.

All project plans, specifications, instructions for bidders, the bid form and all other requirements are available at: https://egram.co.hennepin.mn.us.

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

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

 

Stanley Lim

Hennepin County