Hennepin County, MN

County Project 0705

CLOSING DATE: Tuesday, October 21, 2014

 

ADVERTISEMENT FOR BIDS-

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, September 30, 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 AID PROJECT NO. SP 027-605-029

 

LOCATION: CSAH 5 (Franklin Avenue) Bridge in City of Minneapolis 

 

TYPE OF WORK: Bridge reconditioning

 

LENGTH: 0.244 miles

 

The major items of work are approximately:

 

MOBILIZATION, LS 1.00; FIELD OFFICE TYPE D, EACH 1.00; TRAINEES, HOUR 3,600.00; CLEARING & GRUBBING, LS 1.00; PAVEMENT MARKING REMOVAL, L F 5,455.00; REMOVE PIPE SEWERS, L F 85.00; REMOVE CURB & GUTTER, L F 803.00; REMOVE ASBESTOS-BONDED PIPE, L F 96.00; REMOVE BITUMINOUS WALK, S F 238.00; REMOVE CONCRETE SIDEWALK, S F 2,414.00; REMOVE CONCRETE MEDIAN, S F 753.00; REMOVE PAVEMENT(P), S Y 845.00; REMOVE LUMINAIRE, EACH 10.00; REMOVE MANHOLE OR CATCH BASIN, EACH 2.00; REMOVE SIGN TYPE C, EACH 8.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), L F 156.00; SAWING BIT PAVEMENT (FULL DEPTH), L F 633.00; SALVAGE HISTORIC PLAQUE, EACH 1.00; SALVAGE LIGHT STANDARD, EACH 12.00; SALVAGE LUMINAIRE, EACH 2.00; SALVAGE SIGN TYPE C, EACH 10.00; SALVAGE SIGN TYPE SPECIAL, EACH 1.00; COMMON EXCAVATION(P), C Y 411.00; SUBGRADE PREPARATION(P), S Y 630.00; AGGREGATE BASE (CV) CLASS 5(P), C Y 212.00; MILL BITUMINOUS SURFACE (2.0"), S Y 730.00; INTEGRANT CURB DESIGN V6, L F 6.00; BITUMINOUS MATERIAL FOR TACK COAT, GAL 99.00; TYPE SP 12.5 WEARING COURSE MIX (3,F), TON 119.00; TYPE SP 12.5 NON WEAR COURSE MIX (3,B), TON 90.00; STRUCTURAL CONCRETE (3Y43)(P), C Y 315.00; STRUCTURAL CONCRETE (3Y46)(P), C Y 67.00; TYPE MOD P-2 RAILING CONCRETE (3Y46), LIN FT 1,454.00; REINFORCEMENT BARS (EPOXY COATED), LB 105,982.00; REINFORCEMENT BARS (STAINLESS STEEL)(P), LB 610.00; STRUCTURE EXCAVATION, LS 1.00; FOUNDATION PREPARATION PIER 2, LS 1.00; FOUNDATION PREPARATION PIER 3, LS 1.00; STRUCTURAL STEEL (3361)(P), LB 17,005.00; STRUCTURAL STEEL (3309)(P), LB 6,110.00; FLOOR DRAIN TYPE B701, EACH 4.00; STRUCTURAL TUBE RAILING DESIGN T-1(P), L F 2,235.00; EXPANSION JOINT DEVICES TYPE 4(P), L F 425.00; DRAINAGE SYSTEM BRIDGE DECK, LS 1.00; PREMIXED POLY CONC (PPC) WEARING COURSE(P), S F 70,199.00; PRECAST ELEMENT ERECTION EQUIPMENT, LUMP SUM 1.00; PRECAST DECK PANELS, LUMP SUM 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 1(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 2(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 3(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 4(P), EACH 19.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 5(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 6(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 7(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 8(P), EACH 3.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 9(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 10(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 11(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 12(P), EACH 1.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 13(P), HENN2007 2.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 14(P), EACH 2.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 15(P), EACH 4.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 16(P), EACH 2.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 17(P), EACH 4.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 18(P), EACH 2.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 19(P), EACH 2.00; PRECAST CONCRETE SUBSTRUCTURE CAP BEAMS TYPE 20(P), EACH 1.00; PRECAST CONCRETE ORNAMENTAL RAILING(P), LIN FT 2,117.00; PRECAST TYPE MODIFIED P-2 (TL-2) RAILING CONCRETE (3Y46), LIN FT 764.00; BRIDGE APPROACH PANELS(P), S Y 253.00; REMOVE CONCRETE, C Y 1,474.00; REMOVE CONCRETE BRIDGE DECK(P), S F 69,897.00; REMOVE CONCRETE SIDEWALK(P), L F 2,102.00; REMOVE BRIDGE RAIL(P), L F 2,291.00; ANCHORAGES TYPE 1(P), EACH 129.00; ANCHORAGES TYPE 2, EACH 2,562.00; ANCHORAGES TYPE 3(P), EACH 12.00; ANCHORAGES TYPE 4(P), EACH 464.00; TEMPORARY STRUCTURAL SUPPORT, LUMP SUM 1.00; MOCK UPS CONCRETE SURFACE REPAIRS, LUMP SUM 1.00; MOCK UPS EMBEDDED GALVANIC ANODES, LUMP SUM 1.00; MOCK UPS ROUT AND SEAL CRACK REPAIRS, LUMP SUM 1.00; MOCK UPS CONCRETE COATING, LUMP SUM 1.00; CONCRETE SURFACE REPAIR TYPE E, EACH 2.00; ROUT & SEAL CRACKS, L F 2,642.00; CONCRETE SURFACE REPAIR TYPE F, LIN FT 4,238.00; CONCRETE SURFACE REPAIR TYPE L, LIN FT 4,221.00; ARCHITECTURAL CONCRETE TEXTURE (ARCH CORNER BOARD FORM), LIN FT 259.00; ARCHITECTURAL CONCRETE TEXTURE (ANODE BOARD FORM), LIN FT 191.00; HISTORIC CONCRETE SURFACE TREATMENT(P), S F 329,731.00; CONCRETE SURFACE REPAIR TYPE A, SQ FT 6,000.00; CONCRETE SURFACE REPAIR TYPE B, SQ FT 1,448.00; CONCRETE SURFACE REPAIR TYPE C, SQ FT 759.00; CONCRETE SURFACE REPAIR TYPE D, SQ FT 631.00; CONCRETE SURFACE REPAIR TYPE G, SQ FT 5,882.00; CONCRETE SURFACE REPAIR TYPE H, SQ FT 544.00; CONCRETE SURFACE REPAIR TYPE J, SQ FT 292.00; CONCRETE SURFACE REPAIR TYPE K, SQ FT 292.00; CONCRETE SURFACE REPAIR TYPE M, SQ FT 296.00; CONCRETE SURFACE REPAIR TYPE N, SQ FT 1,178.00; ARCHITECTURAL CONCRETE TEXTURE (BOARD FORM), SQ FT 1,311.00; 6" DUCTILE IRON PIPE SEWER, L F 64.00; 15" RC PIPE SEWER DES 3006, L F 137.00; WATERMAIN HANGER SYSTEM, LS 1.00; CONST DRAINAGE STRUCTURE DESIGN F, L F 19.00; CONST DRAINAGE STRUCTURE DES 66-4020, L F 11.00; CASTING ASSEMBLY, EACH 7.00; ADJUST FRAME & RING CASTING, EACH 2.00; PLUG & ABANDON DRAINAGE STRUCTURE, EACH 1.00; CONNECT INTO EXISTING MANHOLE, EACH 1.00; 4" CONCRETE WALK, S F 3,912.00; 6" CONCRETE WALK, S F 906.00; CONCRETE CURB & GUTTER DESIGN SPECIAL, L F 182.00; CONCRETE CURB & GUTTER DESIGN B612, L F 264.00; CONCRETE CURB & GUTTER DESIGN B624, L F 234.00; CONCRETE CURB & GUTTER DESIGN B660, L F 44.00; TRUNCATED DOMES, S F 168.00; PORTABLE PRECAST CONCR BARRIER DES 8337, L F 230.00; RELOCATE PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 SPECIAL, LIN FT 65.00; PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 SPECIAL, LIN FT 185.00; RELOCATE PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 ANCHORED SPECIAL, LIN FT 1,260.00; PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 ANCHORED SPECIAL, LIN FT 3,505.00; INSTALL HISTORIC PLAQUE, EACH 1.00; CONDUIT SYSTEM (SIGNALS), LS 1.00; LIGHTING UNIT TYPE SPECIAL 1, EACH 2.00; LIGHTING UNIT TYPE SPECIAL 2, EACH 26.00; LIGHT FOUNDATION DESIGN SPECIAL, EACH 2.00; 2" RIGID STEEL CONDUIT, L F 2,700.00; 2" NON-METALLIC CONDUIT, L F 150.00; UNDERGROUND WIRE 1 COND NO 8, L F 15,500.00; SERVICE CABINET SECONDARY TYPE A (MOD), EACH 1.00; HANDHOLE, EACH 4.00; TEMPORARY LIGHTING SYSTEM, LS 1.00; 1" LIQUIDTIGHT FLEXIBLE CONDUIT, L F 100.00; JUNCTION BOX (SPECIAL), EACH 26.00; IMPACT ATTENUATOR, AMBY 5.00; VEHICULAR GATE DOUBLE, EACH 2.00; TEMPORARY FENCE DESIGN SPECIAL, L F 300.00; CHAIN LINK SAFETY FENCE, L F 610.00; RELOCATE TEMPORARY FENCE, L F 145.00; TRAFFIC CONTROL, LS 1.00; MEDIAN BARRIER DELINEATOR, EACH 157.00; SIGN PANELS TYPE C, S F 61.00; INSTALL SIGN TYPE C, EACH 14.00; HAZARD MARKER X4-2, EACH 6.00; INSTALL SIGN COLLAR, EACH 6.00; INSTALL SIGN TYPE SPECIAL, EACH 1.00; SPECIAL HANDHOLE, EACH 2.00; DECIDUOUS TREE 1.5" CAL CONT, TREE 5.00; TREE PROTECTION TYPE I, EACH 1,517.00; TREE PROTECTION TYPE II, EACH 650.00; SILT FENCE, TYPE SD, L F 219.00; SILT FENCE, TYPE MS, L F 285.00; FLOTATION SILT CURTAIN TYPE MOVING WATER, L F 263.00; STORM DRAIN INLET PROTECTION, EACH 22.00; SEDIMENT CONTROL LOG TYPE STRAW, L F 1,214.00; EROSION CONTROL SUPEVISOR, LUMP SUM 1.00; SEDIMENT CONTROL STRUCTURE, EACH 1.00; COMMON TOPSOIL BORROW, C Y 330.00; SEEDING, ACRE 0.75; SEED MIXTURE 25-131, LB 75.00; SEED MIXTURE 36-211, POUND 15.00; SODDING TYPE SALT TOLERANT, S Y 436.00; EROSION CONTROL BLANKETS CATEGORY 4, S Y 4,806.00; RAPID STABILIZATION METHOD 3, MGAL 4.00; REMOVABLE PREFORM PAVEMENT MARKING TAPE, L F 5,715.00; REMOVABLE PREFORMED PLASTIC MASK (BLACK), L F 205.00; PAVT MSSG (RT ARROW) POLY PREF-GR IN, EACH 3.00; PAVT MSSG (LT-THRU ARROW)POLY PREF-GR IN, EACH 1.00; PAVT MSSG (BIKE SYMBOL) EPOXY, EACH 10.00; PAVT MSSG (BIKE LANE ARROW) EPOXY, EACH 10.00; 4" SOLID LINE WHITE-POLY PREF-GR IN, L F 2,375.00; 4" DB SOLID LINE YELLOW-POLY PREF(GR IN), LIN FT 1,164.00; 4" SOLID LINE WHITE-EPOXY, L F 2,648.00; 4" DOTTED LINE WHITE-EPOXY, L F 646.00; 12" STOP LINE WHITE-EPOXY, L F 31.00; CROSSWALK MARKING-POLY PREFORM-GR IN, S F 192.00; PAVEMENT MARKING SPECIAL, S F 585.00;

 

 

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 11.2% 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 the Hennepin County eGram site. 

 

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

 

Paul B. Backer

Hennepin County