ADVERTISEMENT FOR BIDS
CSAH 81 RECONSTRUCTION
C.P. 0922; eGram Project ID 2092200
BIDS CLOSE April 30, 2019
HENNEPIN COUNTY, MINNESOTA
Electronic bids for the above referenced project will be accepted through Hennepin County’s online electronic bid system (eGram) until 2:00 p.m., Tuesday, April 30, 2019, 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.
Location: CSAH 81 between 71st Avenue and 83rd Avenue within the City of Brooklyn Park
The major items of work are approximately:
1 LUMP SUM MOBILIZATION; 1 EACH FIELD OFFICE TYPE D; 1 EACH FIELD LABORATORY TYPE D; 67 TREE CLEARING; 67 TREE GRUBBING; 1000 LIN FT PAVEMENT MARKING REMOVAL; 300 SQ FT PAVEMENT MARKING REMOVAL; 1 LUMP SUM BUILDING REMOVAL; 1 EACH REMOVE BOX CULVERT; 48 EACH REMOVE PIPE APRON; 4 EACH REMOVE MANHOLE; 13 EACH REMOVE GATE VALVE & BOX; 3 EACH REMOVE CURB STOP & BOX; 5 EACH REMOVE HYDRANT; 53 EACH REMOVE DRAINAGE STRUCTURE; 153 EACH REMOVE SIGN TYPE C; 8 EACH REMOVE SIGN TYPE D; 1 EACH REMOVE SIGN TYPE SPECIAL; 2 EACH REMOVE SIGNAL SYSTEM; 3 EACH REMOVE ENERGY ABSORBING TERMINAL; 14 EACH SALVAGE SIGN TYPE D; 1 EACH SALVAGE SIGN TYPE SPECIAL; 63 LIN FT SAWING CONCRETE PAVEMENT (FULL DEPTH); 3283 LIN FT SAWING BIT PAVEMENT (FULL DEPTH); 1707 LIN FT REMOVE PIPE CULVERTS; 4416 LIN FT REMOVE WATER MAIN; 3618 LIN FT REMOVE SEWER PIPE (STORM); 2170 LIN FT REMOVE SEWER PIPE (SANITARY); 12485 LIN FT REMOVE CURB & GUTTER; 700 LIN FT REMOVE CHAIN LINK FENCE; 789 LIN FT REMOVE GUARDRAIL-PLATE BEAM; 350 LIN FT REMOVE STEEL CASING; 34270 SQ YD REMOVE PAVEMENT; 430 SQ YD REMOVE CONCRETE DRIVEWAY PAVEMENT; 81627 SQ YD REMOVE BITUMINOUS PAVEMENT; 641 SQ FT REMOVE BITUMINOUS WALK; 37808 SQ FT REMOVE CONCRETE WALK; 14 SQ FT REMOVE CONCRETE PAVEMENT; 5823 SQ FT REMOVE BITUMINOUS DRIVEWAY PAVEMENT; 4 EACH REMOVE SIGNAL SYSTEM;1 LIN FT REMOVE LANDSCAPE TIMBER; 245 LIN FT ABANDON WATER MAIN; 375 SQ YD GEOTEXTILE FABRIC TYPE 5; 1 LUMP SUM DEWATERING; 3234 CU YD EXCAVATION SPECIAL; 2531 CU YD COMMON BORROW SPECIAL (CV); 6144.6 TON HAUL & DISPOSE OF CONTAMINATED MATERIAL; 113256 CU YD EXCAVATION - COMMON; 38920 CU YD EXCAVATION - SUBGRADE; 45095 CU YD SELECT GRANULAR EMBANKMENT (CV); 41136 CU YD COMMON EMBANKMENT (CV); 280 HOUR STREET SWEEPER (WITH PICKUP BROOM); 35103 CU YD AGGREGATE BASE (CV) CLASS 5; 100 TON BITUMINOUS PATCHING MIXTURE; 34 SQ YD TYPE SP 12.5 WEAR CRS MIX(4;F)2.5" THICK; 2453 TON TYPE SP 9.5 WEARING COURSE MIX (2;C); 725 TON TYPE SP 12.5 NON WEAR COURSE MIX (3;B); 580 TON TYPE SP 12.5 WEARING COURSE MIX (3;F); 19424 TON TYPE SP 12.5 NON WEAR COURSE MIX (4;B); 25900 TON TYPE SP 12.5 WEARING COURSE MIX (4;F); 293 SQ YD TYPE SP 12.5 WEAR CRS MIX(4;F)4.5" THICK; 2582 POUND REINFORCEMENT BARS; 8110 POUND REINFORCEMENT BARS (EPOXY COATED); 24.4 CU YD STRUCTURAL CONCRETE (1G52); 124.9 CU YD STRUCTURAL CONCRETE (3G52); 752 CU YD STRUCTURE EXCAVATION CLASS E; 2998 SQ FT ARCH SURFACE FINISH (SPECIAL); 1564 SQ FT ARCH CONC TEXTURE (LIMESTONE); 1 EACH 8X6 PRECAST CONCRETE BOX CULV END SECT; 158 LIN FT 8X6 PRECAST CONCRETE BOX CULVERT; 236 CU YD COARSE FILTER AGGREGATE (CV); 135 CU YD MEDIUM FILTER AGGREGATE (CV); 6881 SQ FT STEEL SHEET PILING; 50 EACH 12" CS PIPE APRON;1 EACH 28" SPAN RC PIPE-ARCH APRON; 1 EACH 58" SPAN RC PIPE-ARCH APRON; 28 EACH TRASH GUARD FOR 12" PIPE APRON; 42 EACH TRASH GUARD FOR PIPE APRO 3 EACH WEIR PLATES; 1 EACH TRASH GUARD FOR 58" SPAN PIPE APRON; 6 EACH 4" TP PIPE DRAIN; 1 EACH 6" TP PIPE DRAIN; 1 EACH 4" PERF PE PIPE DRAIN; 235 LIN FT 6" PERF PE PIPE DRAIN; 3620 LIN FT CONNECT TO EXISTING PIPE DRAIN; 144 LIN FT CS PIPE SEWER; 861 LIN FT SPAN RC PIPE-ARCH SEWER20057 LIN FT RC PIPE SEWER885 LIN FT CONNECT TO EXISTING SANITARY SEWER; 273 LIN FT CONNECT TO EXISTING MANHOLES (SAN); 1 EACH 8" PIPE PLUG; 1 EACH TRENCH DRAIN; 1 EACH PLUG FILL & ABANDON PIPE SEWER; 10 LIN FT CONNECT TO EXISTING WATER MAIN; 3689 LIN FT HYDRANT; 9 EACH ADJUST GATE VALVE & BOX; 7 EACH 1" CORPORATION STOP; 2 EACH 6" GATE VALVE & BOX; 3 EACH 8" GATE VALVE & BOX; 7 EACH 16" GATE VALVE & BOX; 9 EACH 8"X8" WET TAP; 3 EACH 1" CURB STOP & BOX; 3 EACH INSPECTION HOLE; 163 LIN FT 1" TYPE K COPPER PIPE; 201 LIN FT 6" WATERMAIN DUCTILE IRON CL 52; 1996 LIN FT 8" WATERMAIN DUCTILE IRON CL 52; 45 LIN FT 10" WATERMAIN DUCTILE IRON CL 52; 2313 LIN FT 16" WATERMAIN DUCTILE IRON CL 52; 115 LIN FT 4" POLYSTYRENE INSULATION; 115 LIN FT DUCTILE IRON FITTINGS; 30 SQ YD CONST DRAINAGE STRUCTURE DESIGN SPEC 1; 4047.5 SQ YD CONST DRAINAGE STRUCTURE DESIGN SPEC 2; 1 EACH CONST DRAINAGE STRUCTURE DESIGN SPEC 3; 1 EACH CASTING ASSEMBLY; 1 EACH ADJUST FRAME & RING CASTING; 1778 LIN FT CONST DRAINAGE STRUCTURE19 LIN FT RECONSTRUCT DRAINAGE STRUCTURE; 8.1 LIN FT STRUCTURE BAFFLE; 10 EACH INSTALL MANHOLE; 1 EACH CONNECT TO EXISTING STRUCTURE; 2 EACH CONST DRAINAGE STRUCTURE DESIGN SPEC 4; 1 EACH CONST DRAINAGE STRUCTURE DESIGN SPEC 5; 1 EACH GEOTEXTILE FILTER TYPE 4; 474 SQ YD RANDOM RIPRAP CLASS II; 4 CU YD RANDOM RIPRAP CLASS III; 146 CU YD RANDOM RIPRAP CLASS IV; 40 CU YD GRANULAR FILTER; 14 CU YD 4" CONCRETE WALK; 81844 SQ FT 6" CONCRETE WALK; 62593 LIN FT CONCRETE CURB & GUTTE 295 LIN FT 6" CONCRETE DRIVEWAY PAVEMENT; 23 SQ YD 8" CONCRETE DRIVEWAY PAVEMENT; 529 SQ YD CONCRETE CURB DESIGN V; 304 LIN FT TRUNCATED DOMES; 1953 SQ FT PORTABLE PRECAST CONC BARRIER DES 8337; 1200 LIN FT RELOCATE PORT PRECAST CONC BAR DES 8337; 1200 LIN FT RELOCATE MAIL BOX SUPPORT; 1 EACH END TREATMENT-TANGENT TERMINAL; 204 LIN FT TRAFFIC BARRIER DESIGN B8338; 4 ASSEMBLY IMPACT ATTENUATOR; 4 ASSEMBLY RELOCATE IMPACT ATTENUATOR; 277 LIN FT WIRE FENCE DESIGN 48V-9322; 136 LIN FT WIRE FENCE DESIGN 60V-9322; 1 LUMP SUM TRAFFIC CONTROL SUPERVISOR; 1 LUMP SUM TRAFFIC CONTROL; 1 LUMP SUM ALTERNATE PEDESTRIAN ROUTE; 1 LUMP SUM DETOUR SIGNING STAGE 1; 1 LUMP SUM DETOUR SIGNING STAGE 2; 1 LUMP SUM DETOUR SIGNING REGIONAL ; 100 EACH PORTABLE CONCRETE BARRIER DELINEATOR; 600 UDAY PORTABLE CHANGEABLE MESSAGE SIGN; 500 SQ FT CONSTRUCTION SIGN-SPECIAL; 14 EACH INSTALL SIGN TYPE D; 27 EACH OBJECT MARKER TYPE X4-2; 1 EACH OBJECT MARKER TYPE X4-4; 1644 SQ FT SIGN PANELS TYPE C; 85 SQ FT SIGN PANELS TYPE D; 10 SQ FT SIGN PANELS TYPE OVERLAY; 1 EACH INSTALL SIGN TYPE SPECIAL; 6 LUMP SUM EMERGENCY VEHICLE PREEMPTION SYSTEM1 LUMP SUM TRAFFIC CONTROL INTERCONNECT; 6 SIGNAL SYSTEM TRAFFIC CONTROL SIGNAL SYSTEM4 SIGNAL SYSTEM REVISE SIGNAL SYSTEM7 SIGNAL SYSTEM TEMPORARY SIGNAL SYSTEM; 800 LIN FT TEMPORARY FENCE; 1 LUMP SUM EROSION CONTROL SUPERVISOR; 309 EACH STORM DRAIN INLET PROTECTION; 15 EACH CULVERT END CONTROLS; 12635 LIN FT SILT FENCE; TYPE MS; 287 LIN FT FLOTATION SILT CURTAIN TYPE STILL WATER; 1338 LIN FT SEDIMENT CONTROL LOG TYPE WOOD FIBER; 17.3 ACRE SOIL BED PREPARATION; 4173 CU YD FILTER TOPSOIL BORROW; 6052 POUND FERTILIZER TYPE 3; 285 SQ YD EROSION CONTROL BLANKETS; 10873 SQ YD RAPID STABILIZATION METHOD 4; 17.3 ACRE SEEDING; 2680 POUND SEED MIXTUR67428 POUND HYDRAULIC REINFORCED FIBER MATRIX; 75.3 M GALLON RAPID STABILIZATION METHOD 3; 1 LUMP SUM INTERIM PAVEMENT MARKING; 500 LIN FT REMOVABLE PREFORM PAVEMENT MARKING TAPE; 20697 LIN FT 4" SOLID LINE MULTI COMP GR IN; 511 LIN FT 24" SOLID LINE MULTI COMP GR IN; 10708 LIN FT 4" BROKEN LINE MULTI COMP GR IN; 1879 LIN FT 4" DBLE SOLID LINE MULTI COMP GR IN; 1333 LIN FT 24" SOLID LINE PREF THERMO GR IN; 301 LIN FT 4" DOTTED LINE PREF THERMO GR IN; , all in accordance with specifications and bid forms.
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 16.3% Good Faith Effort to be subcontracted to Disadvantaged Business Enterprises.
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 and at the Hennepin County web site at www.hennepin.us/contractopportunities under “Road and bridge construction”.