Site work and paving for a mixed-use development in Minneapolis, Minnesota. Completed plans call for site work for a bridge / tunnel; road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

The major items of work are approximately: 1 LUMP SUM AS BUILT; 1 LUMP SUM MOBILIZATION; 1 EACH FIELD OFFICE TYPE D; 900 HOUR TRAINEES; 16 TREE CLEARING; 16 TREE GRUBBING; 7719 LIN FT PAVEMENT MARKING REMOVAL; 590 SQ FT PAVEMENT MARKING REMOVAL; 5 EACH REMOVE CONCRETE STEPS; 1 EACH REMOVE MANHOLE; 9 EACH REMOVE CASTING; 1 EACH REMOVE GATE VALVE; 2 EACH REMOVE CURB STOP & BOX; 2 EACH REMOVE HYDRANT; 11 EACH REMOVE DRAINAGE STRUCTURE; 1 EACH REMOVE CABINET FOUNDATION; 27 EACH REMOVE SIGN TYPE C; 1 EACH REMOVE SERVICE INSTALLATION; 1 EACH REMOVE SIGNAL SYSTEM D; 10 EACH REMOVE LIGHT FOUNDATION; 39 EACH REMOVE SIGN PANEL TYPE C; 10 EACH SALVAGE LIGHTING UNIT; 1 EACH SALVAGE CABINET; 21 EACH SALVAGE SIGN TYPE C; 395 LIN FT SAWING CONCRETE PAVEMENT (FULL DEPTH); 4428 LIN FT SAWING BIT PAVEMENT (FULL DEPTH); 62 LIN FT REMOVE WATER MAIN; 412 LIN FT REMOVE SEWER PIPE (STORM); 4178 LIN FT REMOVE CURB & GUTTER; 72 LIN FT REMOVE WOOD RETAINING WALL; 17 LIN FT REMOVE STONE RETAINING WALL; 12 LIN FT REMOVE CHAIN LINK FENCE; 1050 LIN FT REMOVE CABLES; 35 LIN FT REMOVE CONCRETE BLOCK WALL; 77 LIN FT SALVAGE CHAIN LINK FENCE; 6 SQ YD REMOVE CONCRETE APPROACH PANEL; 18 SQ YD REMOVE BITUMINOUS DRIVEWAY PAVEMENT; 3538 SQ FT REMOVE BITUMINOUS WALK; 17472 SQ FT REMOVE CONCRETE WALK; 2411 SQ FT REMOVE CONCRETE DRIVEWAY PAVEMENT; 3899 SQ FT REMOVE CONCRETE PAVEMENT; 39932 SQ FT REMOVE BITUMINOUS PAVEMENT; 30 CU YD EXCAVATION SPECIAL; 20 TON HAUL & DISPOSE OF CONTAMINATED MATERIAL; 1702 CU YD EXCAVATION - COMMON; 27 CU YD SELECT GRANULAR EMBANK SUPER SAND (CV); 1149 CU YD COMMON EMBANKMENT (CV); 134 TON AGGREGATE SURFACING CLASS 2; 60 HOUR STREET SWEEPER (WITH PICKUP BROOM); 1612 CU YD AGGREGATE BASE (CV) CLASS 5; 2026 TON BITUMINOUS PATCHING MIXTURE (SPECIAL); 28104 SQ YD MILL BITUMINOUS SURFACE (2.0"); 275 EACH DOWEL BAR; 473 SQ YD CONCRETE PAVEMENT 10.0"; 1249 POUND SUPPLEMENTAL PAVEMENT REINFORCEMENT; 111 EACH DRILL & GROUT DOWEL BAR (EPOXY COATED); 236 EACH DRILL & GROUT REINF BAR (EPOXY COATED); 3136 TON TYPE SP 12.5 WEARING COURSE MIX (3;C); 28 TON TYPE SP 12.5 WEARING COURSE MIX(3;C)SPEC; 604 POUND REINFORCEMENT BARS (EPOXY COATED); 685 SQ FT SIDEWALK CONCRETE (3S52); 1018 SQ FT SPECIAL SURFACE FINISH (INPLACE); 34 LIN FT EXPANSION JOINTS; DESIGN E8H; 4 CU YD CONCRETE STEPS; 424 EACH ANCH TYPE REINF BARS (TYPE L); 305 LIN FT REMOVE CONCRETE SIDEWALK; 21 CU YD REMOVE CONCRETE; 128 LIN FT REPLACE WATERPROOF GLAND; 40 LIN FT RECONSTRUCT EXPANSION JOINT TYPE SPECIAL; 660 SQ FT SCARIFY BRIDGE DECK; 160 SQ FT RECONSTRUCT APPROACH PANEL; 980 LIN FT 15" RC PIPE SEWER DES 3006 CL V; 46 LIN FT 18" RC PIPE SEWER DES 3006 CL III; 2 EACH CONNECT TO EXISTING STORM SEWER; 49 POUND DUCTILE IRON FITTINGS; 2 EACH CONNECT TO EXISTING WATER MAIN; 1 EACH CONNECT TO EXISTING WATER SERVICE; 1 EACH HYDRANT; 1 EACH INSTALL HYDRANT; 1 EACH VALVE BOX; 2 EACH ADJUST VALVE BOX; 12 EACH ADJUST VALVE BOX - WATER; 1 EACH 6" GATE VALVE & BOX; 33 EACH ADJUST CURB BOX; 1 EACH 0.75" CURB STOP & BOX; 1 LIN FT HYDRANT RISER; 74 LIN FT 6" WATERMAIN DUCTILE IRON CL 52; 30 EACH CASTING ASSEMBLY; 2 EACH INSTALL CASTING; 15 EACH ADJUST FRAME & RING CASTING; 10.8 LIN FT CONST DRAINAGE STRUCTURE DESIGN H; 14.5 LIN FT CONST DRAINAGE STRUCTURE DESIGN N; 10.6 LIN FT CONST DRAINAGE STRUCTURE DESIGN SD-48; 37.6 LIN FT CONST DRAINAGE STRUCTURE DES 48-4020; 12.8 LIN FT CONST DRAINAGE STRUCTURE DES 60-4020; 8 LIN FT RECONSTRUCT DRAINAGE STRUCTURE; 3 EACH CONNECT INTO EXISTING DRAINAGE STRUCTURE; 25 EACH ADJUST FRAME & RING CASTING (SPECIAL); 2665 SQ FT 4" CONCRETE WALK; 14029 SQ FT 4" CONCRETE WALK SPECIAL; 108 SQ FT 6" CONCRETE WALK; 1720 SQ FT 6" CONCRETE WALK SPECIAL; 981 SQ FT 8" CONCRETE WALK; 4141 SQ FT 3" BITUMINOUS WALK; 17548 SQ FT CONCRETE WALK; 297 LIN FT CONCRETE CURB & GUTTER DESIGN B424; 1539 LIN FT CONCRETE CURB & GUTTER DESIGN B624; 60 LIN FT CONCRETE CURB & GUTTER DESIGN B924 (MOD); 201 LIN FT CONCRETE CURB DESIGN SPECIAL; 245 LIN FT CONCRETE CURB DESIGN SPECIAL 1; 24 SQ YD CONCRETE MEDIAN; 181 SQ YD 6" CONCRETE DRIVEWAY PAVEMENT; 57 SQ YD 8" CONCRETE DRIVEWAY PAVEMENT; 2 EACH CONCRETE MEDIAN NOSE-SPECIAL; 2087 LIN FT CONCRETE CURB & GUTTER; 110 LIN FT CONCRETE CURB DESIGN V; 155 SQ YD 8" CONCRETE VALLEY GUTTER; 1400 SQ FT TRUNCATED DOMES; 400 LIN FT PORTABLE PRECAST CONC BARRIER DES 8337; 600 LIN FT RELOCATE PORT PRECAST CONC BAR DES 8337; 9 CU YD STATION PLATFORM FOUNDATION (PORTLAND AND 60TH ST); 1 LUMP SUM LIGHTING SYSTEM; 2 EACH LIGHT FOUNDATION DESIGN E MODIFIED; 1 EACH EQUIPMENT PAD; 1 EACH EQUIPMENT PAD B; 1 EACH HANDHOLE; 25 LIN FT 2" RIGID STEEL CONDUIT; 461 LIN FT 1" NON-METALLIC CONDUIT; 67 LIN FT 1.25" NON-METALLIC CONDUIT; 146 LIN FT 3" NON-METALLIC CONDUIT; 70 LIN FT 4" NON-METALLIC COND (DIRECTIONAL BORE); 75 LIN FT UNDERGROUND WIRE 1/C 2 AWG; 800 LIN FT UNDERGROUND WIRE 1/C 4 AWG; 50 LIN FT DIRECT BURIED LIGHTING CABLE 4/C 4 AWG; 4 EACH ADJUST HANDHOLE; 2 EACH INSTALL LIGHTING UNIT; 1 EACH INSTALL LIGHTING SERVICE CABINET; 60 LIN FT 2" NON-METALLIC CONDUIT; 180 LIN FT POWER CABLE 1 CONDUCTOR NO 6; 2 EACH COMMUNICATION HANDHOLE, (STANDARD), CIP; 166 LIN FT HDPE CONDUIT 1.5 INCH DIA, INCL TRACER WIRE; 17 LIN FT RIGID PVC CONDUIT 3 INCH DIA, INCL TRACER WIRE; 175 LIN FT RIGID PVC CONDUIT 1 INCH DIA, INCL TRACER WIRE; 77 LIN FT INSTALL CHAIN LINK FENCE; 1 LUMP SUM TRAFFIC CONTROL SUPERVISOR; 1 LUMP SUM TRAFFIC CONTROL; 1 LUMP SUM ALTERNATE PEDESTRIAN ROUTE; 110 UNIT DAY PORTABLE CHANGEABLE MESSAGE SIGN; 4 AMBY TEMPORARY IMPACT ATTENUATOR; 6 AMBY RELOCATE TEMPORARY IMPACT ATTENUATOR; 500 SQ FT CONSTRUCTION SIGN-SPECIAL; 21 EACH INSTALL SIGN TYPE C; 2 EACH DELINEATOR; 2 EACH OBJECT MARKER TYPE X4-2; 6 EACH OBJECT MARKER TYPE X4-4; 2 EACH OBJECT MARKER TYPE X4-5; 363 SQ FT SIGN PANELS TYPE C; 37 EACH SIGN COLLAR; 1 LUMP SUM EMERGENCY VEHICLE PREEMPTION SYSTEM D; 1 EACH TRAFFIC CONTROL SIGNAL SYSTEM D; 4 SYSTEM PEDESTRIAN CROSSWALK FLASHER SYSTEM; 1 SYSTEM REVISE SIGNAL SYSTEM A; 1 SYSTEM REVISE SIGNAL SYSTEM B; 1 SYSTEM REVISE SIGNAL SYSTEM C; 1 SYSTEM TEMPORARY SIGNAL SYSTEM A; 1 SYSTEM TEMPORARY SIGNAL SYSTEM B; 1 SYSTEM TEMPORARY SIGNAL SYSTEM C; 1 SYSTEM TEMPORARY SIGNAL SYSTEM D; 126 LIN FT TEMPORARY FENCE; 4 EACH TREE PRUNING; 1 LUMP SUM EROSION CONTROL SUPERVISOR; 60 EACH STORM DRAIN INLET PROTECTION; 200 LIN FT SILT FENCE; TYPE MS; 1000 LIN FT SEDIMENT CONTROL LOG TYPE COMPOST; 0.05 ACRE SOIL BED PREPARATION; 415 CU YD ROOTING TOPSOIL BORROW; 15 POUND FERTILIZER TYPE 3; 4409 SQ YD SODDING TYPE LAWN; 204 SQ YD EROSION CONTROL BLANKETS CATEGORY 3N; 0.05 ACRE SEEDING; 5 POUND SEED MIXTURE 25-121; 4.9 M GALLON RAPID STABILIZATION METHOD 3; 17500 LIN FT 4" SOLID LINE PAINT; 860 LIN FT 4" BROKEN LINE PAINT; 182 LIN FT 4" DOTTED LINE PAINT; 3200 LIN FT 4" DBLE SOLID LINE PAINT; 11000 LIN FT 4" SOLID LINE MULTI COMP GR IN; 6500 LIN FT 6" SOLID LINE MULTI COMP GR IN; 1160 LIN FT 8" SOLID LINE MULTI COMP GR IN; 675 LIN FT 24" SOLID LINE MULTI COMP GR IN; 1150 LIN FT 4" BROKEN LINE MULTI COMP GR IN; 250 LIN FT 6" DOTTED LINE MULTI COMP GR IN; 50 LIN FT 8" DOTTED LINE MULTI COMP GR IN; 3200 LIN FT 4" DBLE SOLID LINE MULTI COMP GR IN; 50 LIN FT 4" DOTTED LINE MULTI COMP GR IN; 600 LIN FT 4" SOLID LINE MULTI COMP GR IN (WR); 70 LIN FT 8" DOTTED LINE PREF TAPE GR IN; 100 LIN FT 24" SOLID LINE PREF THERMO GR IN; 1039 SQ FT PAVT MSSG PREF THERMO GR IN; 2277 SQ FT CROSSWALK PREF THERMO GR IN; 884 SQ FT CROSSWALK PREF THERMO GR IN ESR; 351 SQ FT PAVEMENT MARKING SPECIAL 1; 216 SQ FT PAVEMENT MARKING SPECIAL 2; all in accordance with specifications and bid forms. 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. Class of Work: Construct Bikeway, Mill and Overlay, Sidewalk, Traffic Signals, Lighting, Streetscaping and Bus Rapid Transit Stations 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 15.7% Good Faith Effort to be subcontracted to Disadvantaged Business Enterprises.