ADVERTISEMENT FOR BIDS

Webber-44 (CSAH 152 & 57) Reconstruction
C.P. 2111000; eGram Project ID 2111000
SP 027-752-030; SP 027-657-008; SP 141-020-124
BIDS CLOSE 2:00 p.m., November 3, 2020
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, November 3, 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’s 152 & 57 in the City of Minneapolis.

The major items of work are approximately: 1 LUMP SUM AS BUILT; 1 LUMP SUM MOBILIZATION; 1 EACH FIELD OFFICE TYPE D; 1 EACH FIELD LABORATORY TYPE D; 2500 HR TRAINEES; 88 TREE CLEARING; 88 TREE GRUBBING; 2400 LIN FT PAVEMENT MARKING REMOVAL; 1160 SQ FT PAVEMENT MARKING REMOVAL; 6 EACH DISCONNECT WATER SERVICE; 7 EACH REMOVE BOLLARDS; 39 EACH REMOVE CONCRETE STEPS; 23 EACH REMOVE MANHOLE; 9 EACH REMOVE CASTING; 25 EACH REMOVE GATE VALVE; 4 EACH REMOVE VALVE BOX; 17 EACH REMOVE HYDRANT; 157 EACH REMOVE DRAINAGE STRUCTURE; 1 EACH REMOVE PEDESTAL POLE & BASE; 193 EACH REMOVE SIGN TYPE C; 1 EACH REMOVE SIGNAL SYSTEM A; 1 EACH REMOVE SIGNAL SYSTEM B; 1 EACH REMOVE SIGNAL SYSTEM C; 1 EACH REMOVE HANDHOLE; 26 EACH REMOVE LIGHT FOUNDATION; 6 EACH SALVAGE CASTING; 24 EACH SALVAGE LIGHTING UNIT; 63 EACH SALVAGE SIGN TYPE C; 1 EACH SALVAGE BENCH; 1510 LIN FT SAWING CONCRETE PAVEMENT (FULL DEPTH); 1840 LIN FT SAWING BIT PAVEMENT (FULL DEPTH); 880 LIN FT REMOVE WATER MAIN; 7203 LIN FT REMOVE PIPE SEWERS; 16100 LIN FT REMOVE CURB & GUTTER; 925 LIN FT REMOVE RETAINING WALL; 1511 LIN FT REMOVE FENCE; 15 LIN FT REMOVE GUARDRAIL-PLATE BEAM; 6568 LIN FT REMOVE STREETCAR TRACKS; 1593 SQ YD REMOVE CONCRETE DRIVEWAY PAVEMENT; 4288 SQ YD REMOVE BITUMINOUS DRIVEWAY PAVEMENT; 42053 SQ YD REMOVE BITUMINOUS PAVEMENT; 1 EACH REMOVE SIGNAL SYSTEM D; 1 EACH REMOVE SIGNAL SYSTEM E; 1 EACH REMOVE SIGNAL SYSTEM F; 1 EACH REMOVE SIGNAL SYSTEM G; 23269 SQ FT REMOVE BITUMINOUS WALK; 104555 SQ FT REMOVE CONCRETE WALK; 8998 SQ FT REMOVE CONCRETE PAVEMENT; 5 EACH REMOVE BOULDER; 1 LUMP SUM DEWATERING; 2172 CU YD EXCAVATION SPECIAL; 3623 TON HAUL & DISPOSE OF CONTAMINATED MATERIAL; 16666 CU YD EXCAVATION - COMMON; 15333 CU YD EXCAVATION - SUBGRADE; 15333 CU YD SELECT GRANULAR EMBANKMENT (CV); 4383 CU YD COMMON EMBANKMENT (CV); 300 HOUR STREET SWEEPER (WITH PICKUP BROOM); 10 M GALLON WATER; 6060 GALLON CALCIUM CHLORIDE SOLUTION; 10188 CU YD AGGREGATE BASE (CV) CLASS 5; 120 TON BITUMINOUS PATCHING MIXTURE; 896 SQ YD MILL BITUMINOUS SURFACE (2.0"); 158 EACH DOWEL BAR; 428 SQ YD CONCRETE PAVEMENT 10.0"; 1269 POUND SUPPLEMENTAL PAVEMENT REINFORCEMENT; 892 TON TYPE SP 9.5 WEARING COURSE MIX (2;B); 5315 TON TYPE SP 12.5 NON WEAR COURSE MIX (4;B); 7373 TON TYPE SP 12.5 WEARING COURSE MIX (4;C); 1 EACH CONSTRUCT CONCRETE OR MASONRY PLUG; 345 LIN FT CONCRETE STEPS-DESIGN SPECIAL; 2450 CU YD FINE AGGREGATE BEDDING (CV); 1632 LIN FT 4" PERF TP PIPE DRAIN; 23 EACH CONNECT TO EXISTING PIPE DRAIN; 90 SQ YD 4" INSULATION; 940 LIN FT 10" PVC PIPE SEWER; 2477 LIN FT 12" PVC PIPE SEWER; 1050 LIN FT 15" RC PIPE SEWER DES 3006 CL V; 1312 LIN FT 18" RC PIPE SEWER DES 3006 CL III; 139 LIN FT 24" RC PIPE SEWER DES 3006 CL III; 193 LIN FT 27" RC PIPE SEWER DES 3006 CL III; 463 LIN FT 36" RC PIPE SEWER DES 3006 CL III; 1105 LIN FT 42" RC PIPE SEWER DES 3006 CL III; 1865 LIN FT 48" RC PIPE SEWER DES 3006 CL III; 420 LIN FT 66" RC PIPE SEWER DES 3006 CL III; 4 EACH CONSTRUCT BULKHEAD; 7 EACH CONNECT INTO EXISTING DRAINAGE STRUCTURE; 266 LIN FT PLUG FILL & ABANDON PIPE SEWER; 6 EACH WATER SERVICE TAP & HOOKUP; 5 EACH RELOCATE WATER SERVICE CONNECTION; 11 EACH CONNECT TO EXISTING WATERMAIN (SPEC); 17 EACH INSTALL HYDRANT; 5 EACH INSTALL GATE VALVE & BOX; 18 EACH VALVE BOX; 3 EACH ADJUST GATE VALVE; 21 EACH ADJUST WATER MANHOLES; 11 EACH 6" GATE VALVE; 1 EACH 12" GATE VALVE; 48 EACH ADJUST CURB STOP; 30 EACH WATER UTILITY HOLE; 44 LIN FT RECONSTRUCT WATER MANHOLE; 236 LIN FT 6" WATERMAIN DUCTILE IRON CL 52; 430 LIN FT 12" WATERMAIN DUCTILE IRON CL 52; 5981 POUND DUCTILE IRON FITTINGS; 216 EACH CASTING ASSEMBLY; 6 EACH INSTALL CASTING; 48 EACH ADJUST FRAME & RING CASTING; 3.3 LIN FT CONST DRAINAGE STRUCTURE DESIGN H; 7.4 LIN FT CONST DRAINAGE STRUCTURE DESIGN J; 300.2 LIN FT CONST DRAINAGE STRUCTURE DESIGN N; 182.8 LIN FT CONST DRAINAGE STRUCTURE DESIGN SD-48; 15.9 LIN FT CONST DRAINAGE STRUCTURE DESIGN SD-60; 112.4 LIN FT CONST DRAINAGE STRUCTURE DESIGN SD-72; 71.3 LIN FT CONST DRAINAGE STRUCTURE DESIGN SD-84; 8.4 LIN FT CONST DRAINAGE STRUCTURE DESIGN SD-96; 142.3 LIN FT CONST DRAINAGE STRUCTURE DES 48-4020; 35 LIN FT CONST DRAINAGE STRUCTURE DES 60-4020; 43.6 LIN FT CONST DRAINAGE STRUCTURE DES 72-4020; 16.9 LIN FT CONST DRAINAGE STRUCTURE DES 84-4020; 23.7 LIN FT CONST DRAINAGE STRUCTURE DES 96-4020; 12 EACH CONSTRUCT WATER MANHOLE; 12 EACH CASTING ASSEMBLY SPECIAL; 26 LIN FT RECONSTRUCT SANITARY MANHOLE; 82306 SQ FT 4" CONCRETE WALK; 34521 SQ FT 6" CONCRETE WALK; 1462 SQ FT 6" CONCRETE WALK SPECIAL; 191 LIN FT CONCRETE CURB & GUTTER DESIGN B424; 174 LIN FT CONCRETE CURB & GUTTER DESIGN B612; 387 LIN FT CONCRETE CURB & GUTTER DESIGN B618; 11477 LIN FT CONCRETE CURB & GUTTER DESIGN B624; 5381 LIN FT CONCRETE CURB & GUTTER DESIGN B624 (MOD); 283 LIN FT CONCRETE CURB & GUTTER DESIGN B924; 424 SQ YD 6" CONCRETE DRIVEWAY PAVEMENT; 936 SQ YD 8" CONCRETE DRIVEWAY PAVEMENT; 1770 LIN FT CONCRETE CURB DESIGN V; 3525 SQ FT TRUNCATED DOMES; 995 LIN FT PORTABLE PRECAST CONC BARRIER DES 8337; 992 LIN FT RELOCATE PORT PRECAST CONC BAR DES 8337; 9 CU YD STATION PLATFORM FOUNDATION (44TH & GIRARD); 12 CU YD STATION PLATFORM FOUNDATION (44TH & PENN); 97 EACH LIGHTING UNIT TYPE SPECIAL; 8 EACH LIGHTING UNIT TYPE SPECIAL 1; 105 EACH LIGHT FOUNDATION DESIGN SPECIAL; 2 EACH EQUIPMENT PAD; 18 EACH HANDHOLE; 9 LIN FT 0.5" NON-METALLIC CONDUIT; 936 LIN FT 1" NON-METALLIC CONDUIT; 170 LIN FT 1.25" NON-METALLIC CONDUIT; 16774 LIN FT 2" NON-METALLIC CONDUIT; 7202 LIN FT 3" NON-METALLIC CONDUIT; 55 LIN FT 3" NON-METALLIC COND (DIRECTIONAL BORE); 110 LIN FT 4" NON-METALLIC COND (DIRECTIONAL BORE); 44484 LIN FT UNDERGROUND WIRE 1/C 4 AWG; 14828 LIN FT UNDERGROUND WIRE 1/C 8 AWG; 8 EACH LIGHT FOUNDATION DESIGN SPECIAL 1; 2 EACH HANDHOLE SPECIAL 1; 24 EACH HANDHOLE SPECIAL 2; 8318 LIN FT FIBER OPTIC TRUNK CABLE 12MM-24SM; 1 EACH PULL VAULT; 8 EACH COMMUNICATION HANDHOLE, (STANDARD), CIP; 8445 LIN FT HDPE CONDUIT 1.5 INCH DIA., INCL. TRACER WIRE; 223 LIN FT RIGID PVC CONDUIT 1 INCH DIA., INCL. TRACER WIRE; 36 LIN FT RIGID PVC CONDUIT 3 INCH DIA., INCL. TRACER WIRE; 150 LIN FT INSTALL CHAIN LINK FENCE; 1 LUMP SUM TRAFFIC CONTROL SUPERVISOR; 1 LUMP SUM TRAFFIC CONTROL; 1 LUMP SUM ALTERNATE PEDESTRIAN ROUTE; 70 EACH PORTABLE CONCRETE BARRIER DELINEATOR; 776 UNIT DAY PORTABLE CHANGEABLE MESSAGE SIGN; 450 SQ FT CONSTRUCTION SIGN-SPECIAL; 63 EACH INSTALL SIGN TYPE C; 999 SQ FT SIGN PANELS TYPE C; 232 EACH INSTALL SIGN COLLAR; 1 SYSTEM TRAFFIC CONTROL SIGNAL SYSTEM E; 1 SYSTEM TRAFFIC CONTROL SIGNAL SYSTEM G; 1 SYSTEM TRAFFIC CONTROL SIGNAL SYSTEM B; 1 SYSTEM REVISE SIGNAL SYSTEM A; 1 SYSTEM REVISE SIGNAL SYSTEM F; 1 SYSTEM TEMPORARY SIGNAL SYSTEM A; 1 SYSTEM TEMPORARY SIGNAL SYSTEM B; 1 SYSTEM TEMPORARY SIGNAL SYSTEM E; 1 SYSTEM TEMPORARY SIGNAL SYSTEM F; 1 SYSTEM TEMPORARY SIGNAL SYSTEM G; 1 SYSTEM PEDESTRIAN CROSSWALK FLASHER SYSTEM A; 1 SYSTEM PEDESTRIAN CROSSWALK FLASHER SYSTEM B; 1 SYSTEM PEDESTRIAN CROSSWALK FLASHER SYSTEM C; 1 SYSTEM PEDESTRIAN CROSSWALK FLASHER SYSTEM D; 50 LIN FT TEMPORARY FENCE; 1 LUMP SUM STABILIZED CONSTRUCTION EXIT; 1 LUMP SUM EROSION CONTROL SUPERVISOR; 299 EACH STORM DRAIN INLET PROTECTION; 1288 LIN FT SILT FENCE; TYPE MS; 18259 LIN FT SEDIMENT CONTROL LOG TYPE COMPOST; 3.7 ACRE SUBSOILING; 3.7 ACRE SOIL BED PREPARATION; 4010 CU YD BOULEVARD TOPSOIL BORROW; 291 POUND FERTILIZER TYPE 3; 3.7 ACRE RAPID STABILIZATION METHOD 2; 100 POUND SEED MIXTURE 25-121; 17908 SQ YD ROLLED EROSION CONTROL CATAGORY 25; 2.9 ACRE SEEDING SPECIAL; 4200 LIN FT INTERIM PAVEMENT MARKING; 1792 LIN FT 4" SOLID LINE PAINT; 683 LIN FT 6" SOLID LINE PAINT; 542 LIN FT 24" SOLID LINE PAINT; 1095 LIN FT 4" BROKEN LINE PAINT; 8 LIN FT 4" DOTTED LINE PAINT; 6237 LIN FT 4" DBLE SOLID LINE PAINT; 1792 LIN FT 4"SOLID LINE MULTI COMP GR IN; 683 LIN FT 6" SOLID LINE MULTI COMP GR IN; 99 LIN FT 24" SOLID LINE MULTI COMP GR IN; 270 LIN FT 4" BROKEN LINE MULTI COMP GR IN; 6237 LIN FT 4" DBLE SOLID LINE MULTI COMP GR IN; 443 LIN FT 24" SOLID LINE PREF THERMO GR IN; 8 LIN FT 4" DOTTED LINE PREF THERMO GR IN; 269 SQ FT PAVT MSSG PAINT; 489 SQ FT PAVT MSSG PREF THERMO GR IN; 3450 SQ FT CROSSWALK PREF THERMO GR IN; 211 SQ FT PAVEMENT MARKING SPECIAL; 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 10.8% 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 and at the Hennepin County web site at www.hennepin.us/contractopportunities under “Road and bridge construction”.
 

Amanda Shotton

Hennepin County