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Ad for Bid - Default

ADVERTISEMENT FOR BIDS

 

CSAH  35 Portland Avenue Bikeway

C.P. 2154300 ; eGram Project ID 2154300 
S.P. 027-635-034

BIDS CLOSE Tuesday, October 13, 2020

HENNEPIN COUNTY, MINNESOTA

 

Electronic bids for the above referenced project will be accepted through Hennepin County's online electronic bidding system (eGram) until 2:00 p.m. Tuesday, October 13, 2020, at which time they will be opened by the Hennepin County Purchasing and Contract Services office. Bid results will be posted immediately after opening on Hennepin County's eGram site.

 

LOCATION: CSAH 35 (Portland Avenue) in the Cities of Minneapolis and Richfield

 

The major items of work are approximately:

 

AS BUILT, LUMP SUM 1.00; MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; TRAINEES, HOURS 900.00; CLEARING, TREE 16.00; GRUBBING, TREE 16.00; PAVEMENT MARKING REMOVAL, LIN FT 7,719.00; PAVEMENT MARKING REMOVAL, SQ FT 590.00; REMOVE CONCRETE STEPS, EACH 5.00; REMOVE MANHOLE, EACH 1.00; REMOVE CASTING, EACH 9.00; REMOVE GATE VALVE, EACH 1.00; REMOVE CURB STOP & BOX, EACH 2.00; REMOVE HYDRANT, EACH 2.00; REMOVE DRAINAGE STRUCTURE, EACH 11.00; REMOVE CABINET FOUNDATION, EACH 1.00; REMOVE SIGN TYPE C, EACH 27.00; REMOVE SERVICE INSTALLATION, EACH 1.00; REMOVE SIGNAL SYSTEM D, EACH 1.00; REMOVE LIGHT FOUNDATION, EACH 10.00; REMOVE SIGN PANEL TYPE C, EACH 39.00; SALVAGE LIGHTING UNIT, EACH 10.00; SALVAGE CABINET, EACH 1.00; SALVAGE SIGN TYPE C, EACH 21.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 395.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 4,428.00; REMOVE WATER MAIN, LIN FT 62.00; REMOVE SEWER PIPE (STORM), LIN FT 412.00; REMOVE CURB & GUTTER, LIN FT 4,178.00; REMOVE WOOD RETAINING WALL, LIN FT 72.00; REMOVE STONE RETAINING WALL, LIN FT 17.00; REMOVE CHAIN LINK FENCE, LIN FT 12.00; REMOVE CABLES, LIN FT 1,050.00; REMOVE CONCRETE BLOCK WALL, LIN FT 35.00; SALVAGE CHAIN LINK FENCE, LIN FT 77.00; REMOVE CONCRETE APPROACH PANEL, SQ YD 6.00; REMOVE BITUMINOUS DRIVEWAY PAVEMENT, SQ YD 18.00; REMOVE BITUMINOUS WALK, SQ FT 3,538.00; REMOVE CONCRETE WALK, SQ FT 17,472.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ FT 2,411.00; REMOVE CONCRETE PAVEMENT, SQ FT 3,899.00; REMOVE BITUMINOUS PAVEMENT(P), SQ FT 39,932.00; EXCAVATION SPECIAL, CU YD 30.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, TON 20.00; EXCAVATION - COMMON(P), CU YD 1,702.00; SELECT GRANULAR EMBANK SUPER SAND (CV), CU YD 27.00; COMMON EMBANKMENT (CV)(P), CU YD 1,149.00; AGGREGATE SURFACING CLASS 2, TON 134.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 60.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 1,612.00; BITUMINOUS PATCHING MIXTURE (SPECIAL), TON 2,026.00; MILL BITUMINOUS SURFACE (2.0")(P), SQ YD 28,104.00; DOWEL BAR, EACH 275.00; CONCRETE PAVEMENT 10.0"(P), SQ YD 473.00; SUPPLEMENTAL PAVEMENT REINFORCEMENT(P), POUND 1,249.00; DRILL & GROUT DOWEL BAR (EPOXY COATED), EACH 111.00; DRILL & GROUT REINF BAR (EPOXY COATED), EACH 236.00; TYPE SP 12.5 WEARING COURSE MIX (3;C), TON 3,136.00; TYPE SP 12.5 WEARING COURSE MIX(3;C)SPEC, TON 28.00; REINFORCEMENT BARS (EPOXY COATED)(P), POUND 604.00; SIDEWALK CONCRETE (3S52)(P), SQ FT 685.00; SPECIAL SURFACE FINISH (INPLACE)(P), SQ FT 1,018.00; EXPANSION JOINTS; DESIGN E8H, LIN FT 34.00; CONCRETE STEPS, CU YD 4.00; ANCH TYPE REINF BARS (TYPE L), EACH 424.00; REMOVE CONCRETE SIDEWALK(P), LIN FT 305.00; REMOVE CONCRETE, CU YD 21.00; REPLACE WATERPROOF GLAND(P), LIN FT 128.00; RECONSTRUCT EXPANSION JOINT TYPE SPECIAL(P), LIN FT 40.00; SCARIFY BRIDGE DECK(P), SQ FT 660.00; RECONSTRUCT APPROACH PANEL, SQ FT 160.00; 15" RC PIPE SEWER DES 3006 CL V, LIN FT 980.00; 18" RC PIPE SEWER DES 3006 CL III, LIN FT 46.00; CONNECT TO EXISTING STORM SEWER, EACH 2.00; CONNECT TO EXISTING WATER MAIN, EACH 2.00; CONNECT TO EXISTING WATER SERVICE, EACH 1.00; HYDRANT, EACH 1.00; INSTALL HYDRANT, EACH 1.00; VALVE BOX, EACH 1.00; ADJUST VALVE BOX, EACH 2.00; ADJUST VALVE BOX-WATER, EACH 12.00; 6" GATE VALVE & BOX, EACH 1.00; ADJUST CURB BOX, EACH 33.00; 0.75" CURB STOP & BOX, EACH 1.00; HYDRANT RISER, LIN FT 1.00; 6" WATERMAIN DUCTILE IRON CL 52, LIN FT 74.00; DUCTILE IRON FITTINGS(P), POUND 49.00; CASTING ASSEMBLY, EACH 30.00; INSTALL CASTING, EACH 2.00; ADJUST FRAME & RING CASTING, EACH 15.00; CONST DRAINAGE STRUCTURE DESIGN H, LIN FT 10.80; CONST DRAINAGE STRUCTURE DESIGN N, LIN FT 14.50; CONST DRAINAGE STRUCTURE DESIGN SD-48, LIN FT 10.60; CONST DRAINAGE STRUCTURE DES 48-4020, LIN FT 37.60; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 12.80; RECONSTRUCT DRAINAGE STRUCTURE, LIN FT 8.00; CONNECT INTO EXISTING DRAINAGE STRUCTURE, EACH 3.00; ADJUST FRAME & RING CASTING (SPECIAL), EACH 25.00; 4" CONCRETE WALK, SQ FT 2,665.00; 4" CONCRETE WALK SPECIAL, SQ FT 14,029.00; 6" CONCRETE WALK, SQ FT 108.00; 6" CONCRETE WALK SPECIAL, SQ FT 1,720.00; 8" CONCRETE WALK, SQ FT 981.00; 3" BITUMINOUS WALK, SQ FT 4,141.00; CONCRETE WALK, SQ FT 17,548.00; CONCRETE CURB & GUTTER DESIGN B424, LIN FT 297.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 1,539.00; CONCRETE CURB & GUTTER DESIGN B924 (MOD), LIN FT 60.00; CONCRETE CURB DESIGN SPECIAL, LIN FT 201.00; CONCRETE CURB DESIGN SPECIAL 1, LIN FT 245.00; CONCRETE MEDIAN, SQ YD 24.00; 6" CONCRETE DRIVEWAY PAVEMENT, SQ YD 181.00; 8" CONCRETE DRIVEWAY PAVEMENT, SQ YD 57.00; CONCRETE MEDIAN NOSE-SPECIAL, EACH 2.00; CONCRETE CURB & GUTTER, LIN FT 2,087.00; CONCRETE CURB DESIGN V, LIN FT 110.00; 8" CONCRETE VALLEY GUTTER, SQ YD 155.00; TRUNCATED DOMES, SQ FT 1,400.00; PORTABLE PRECAST CONC BARRIER DES 8337, LIN FT 400.00; RELOCATE PORT PRECAST CONC BAR DES 8337, LIN FT 600.00; STATION PLATFORM FOUNDATION (PORTLAND AND 60TH ST), CU YD 9.00; LIGHTING SYSTEM, LUMP SUM 1.00; LIGHT FOUNDATION DESIGN E MODIFIED, EACH 2.00; EQUIPMENT PAD, EACH 1.00; EQUIPMENT PAD B, EACH 1.00; HANDHOLE, EACH 1.00; 2" RIGID STEEL CONDUIT, LIN FT 25.00; 1" NON-METALLIC CONDUIT, LIN FT 461.00; 1.25" NON-METALLIC CONDUIT, LIN FT 67.00; 3" NON-METALLIC CONDUIT, LIN FT 146.00; 4" NON-METALLIC COND (DIRECTIONAL BORE), LIN FT 70.00; UNDERGROUND WIRE 1/C 2 AWG, LIN FT 75.00; UNDERGROUND WIRE 1/C 4 AWG, LIN FT 800.00; DIRECT BURIED LIGHTING CABLE 4/C 4 AWG, LIN FT 50.00; ADJUST HANDHOLE, EACH 4.00; INSTALL LIGHTING UNIT, EACH 2.00; INSTALL LIGHTING SERVICE CABINET, EACH 1.00; 2" NON-METALLIC CONDUIT, LIN FT 60.00; POWER CABLE 1 CONDUCTOR NO 6, LIN FT 180.00; COMMUNICATION HANDHOLE, (STANDARD), CIP, EACH 2.00; HDPE CONDUIT 1.5 INCH DIA, INCL TRACER WIRE, LIN FT 166.00; RIGID PVC CONDUIT 3 INCH DIA, INCL TRACER WIRE, LIN FT 17.00; RIGID PVC CONDUIT 1 INCH DIA, INCL TRACER WIRE, LIN FT 175.00; INSTALL CHAIN LINK FENCE, LIN FT 77.00; TRAFFIC CONTROL SUPERVISOR, LUMP SUM 1.00; TRAFFIC CONTROL, LUMP SUM 1.00; ALTERNATE PEDESTRIAN ROUTE, LUMP SUM 1.00; PORTABLE CHANGEABLE MESSAGE SIGN, UNIT DAY 110.00; TEMPORARY IMPACT ATTENUATOR, AMBY 4.00; RELOCATE TEMPORARY IMPACT ATTENUATOR, AMBY 6.00; CONSTRUCTION SIGN-SPECIAL, SQ FT 500.00; INSTALL SIGN TYPE C, EACH 21.00; DELINEATOR, EACH 2.00; OBJECT MARKER TYPE X4-2, EACH 2.00; OBJECT MARKER TYPE X4-4, EACH 6.00; OBJECT MARKER TYPE X4-5, EACH 2.00; SIGN PANELS TYPE C, SQ FT 363.00; SIGN COLLAR, EACH 37.00; EMERGENCY VEHICLE PREEMPTION SYSTEM D, LUMP SUM 1.00; TRAFFIC CONTROL SIGNAL SYSTEM D, SYSTEM 1.00; PEDESTRIAN CROSSWALK FLASHER SYSTEM, SYSTEM 4.00; REVISE SIGNAL SYSTEM A, SYSTEM 1.00; REVISE SIGNAL SYSTEM B, SYSTEM 1.00; REVISE SIGNAL SYSTEM C, SYSTEM 1.00; TEMPORARY SIGNAL SYSTEM A, SYSTEM 1.00; TEMPORARY SIGNAL SYSTEM B, SYSTEM 1.00; TEMPORARY SIGNAL SYSTEM C, SYSTEM 1.00; TEMPORARY SIGNAL SYSTEM D, SYSTEM 1.00; TEMPORARY FENCE, LIN FT 126.00; TREE PRUNING, EACH 4.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; STORM DRAIN INLET PROTECTION, EACH 60.00; SILT FENCE; TYPE MS, LIN FT 200.00; SEDIMENT CONTROL LOG TYPE COMPOST, LIN FT 1,000.00; SOIL BED PREPARATION, ACRE 0.05; ROOTING TOPSOIL BORROW, CU YD 415.00; FERTILIZER TYPE 3, POUND 15.00; SODDING TYPE LAWN, SQ YD 4,409.00; EROSION CONTROL BLANKETS CATEGORY 3N, SQ YD 204.00; SEEDING, ACRE 0.05; SEED MIXTURE 25-121, POUND 5.00; RAPID STABILIZATION METHOD 3, M GALLON 4.90; 4" SOLID LINE PAINT, LIN FT 17,500.00; 4" BROKEN LINE PAINT, LIN FT 860.00; 4" DOTTED LINE PAINT, LIN FT 182.00; 4" DBLE SOLID LINE PAINT, LIN FT 3,200.00; 4" SOLID LINE MULTI COMP GR IN, LIN FT 11,000.00; 6" SOLID LINE MULTI COMP GR IN, LIN FT 6,500.00; 8" SOLID LINE MULTI COMP GR IN, LIN FT 1,160.00; 24" SOLID LINE MULTI COMP GR IN, LIN FT 675.00; 4" BROKEN LINE MULTI COMP GR IN, LIN FT 1,150.00; 4" DOTTED LINE MULTI COMP GR IN, LIN FT 50.00; 6" DOTTED LINE MULTI COMP GR IN, LIN FT 250.00; 8" DOTTED LINE MULTI COMP GR IN, LIN FT 50.00; 4" DBLE SOLID LINE MULTI COMP GR IN, LIN FT 3,200.00; 4" SOLID LINE MULTI COMP GR IN (WR), LIN FT 600.00; 8" DOTTED LINE PREF TAPE GR IN, LIN FT 70.00; 24" SOLID LINE PREF THERMO GR IN, LIN FT 100.00; PAVT MSSG PREF THERMO GR IN, SQ FT 1,039.00; CROSSWALK PREF THERMO GR IN, SQ FT 2,277.00; CROSSWALK PREF THERMO GR IN ESR, SQ FT 884.00; PAVEMENT MARKING SPECIAL 1, SQ FT 351.00; PAVEMENT MARKING SPECIAL 2, SQ FT 216.00; , all in accordance with the 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 15.7% 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."

 

Zachary Rothstein

Hennepin County