COUNTY HIGHWAY PROJECT

ELECTRONIC BIDS CLOSE Thursday, June 9, 2016

Duluth, Minnesota

 

            NOTICE TO CONTRACTORS - Electronic Bids will be received until 10:00 a.m. on Thursday, June 9, 2016, through Bid Express® https://bidexpress.com for the construction of the County project listed below.

            Proposals will be opened and read publicly at 10:01 a.m. on the aforementioned date at the St. Louis County Public Works Department Large Conference Room, 4787 Midway Rd, Duluth, Minnesota.
            Read carefully the wage scales as they affect this project.
            Minimum wage rates to be paid by the contractor 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 PROJECT

The Minnesota Department of Transportation hereby notified 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, Minnesotas 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 Rule 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 State 363A.36 Subd. 2 and 3)."

A minimum goal of   4.6% Good Faith Effort is to be subcontracted to Disadvantaged Business Enterprises.
   

  

STATE AID PROJECT NO. SP 069-609-040

FEDERAL PROJECT NO.

COUNTY PROJECT NO. CP 0009-147349 TST 

 

LOCATION: CSAH 9 (4th St./Wallace Ave.) from 6th Ave E to Arrowhead Rd., CP 0009-147349 TST

 

TYPE OF WORK: Complete Reconstruction

 

LENGTH: 2.63 Mi.

 

Major items of work are:

 

AS BUILT, LUMP SUM 1.00; SURVEY EQUIPMENT, LUMP SUM 1.00; CELLULAR MOBILE TELEPHONE, LUMP SUM 1.00; BLAST MONITOR/SURVEY, LUMP SUM 1.00; MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; TRAINEES, HOUR 750.00; GRUBBING, TREE 161.00; REMOVE WATER MAIN, LIN FT 4,292.00; REMOVE SEWER PIPE (STORM), LIN FT 7,542.00; REMOVE CURB & GUTTER, LIN FT 22,142.00; REMOVE RETAINING WALL, LIN FT 169.00; REMOVE GUARDRAIL-PLATE BEAM, LIN FT 38.00; REMOVE CABLES, LIN FT 1,420.00; REMOVE GAS MAIN, LIN FT 4,821.00; REMOVE CONCRETE SIDEWALK, SQ FT 108,416.00; REMOVE CONCRETE WALK, SQ FT 280.00; REMOVE CONCRETE PAVEMENT, SQ YD 2,198.00; REMOVE BITUMINOUS PAVEMENT, SQ YD 58,228.00; REMOVE LIGHTING UNIT, EACH 85.00; REMOVE STAIRS, EACH 24.00; REMOVE MANHOLE OR CATCH BASIN, EACH 124.00; REMOVE CASTING, EACH 4.00; REMOVE HYDRANT, EACH 14.00; REMOVE SIGN TYPE C, EACH 216.00; REMOVE LIGHT FOUNDATION, EACH 99.00; REMOVE GAS AND WATER MANHOLE, EACH 1.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 3,157.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 3,304.00; SALVAGE LIGHTING UNIT, EACH 14.00; REMOVE PEDESTRIAN INDICATION, EACH 16.00; TEMPORARY STREAM DIVERSION SYSTEM, EACH 1.00; GEOTEXTILE FABRIC TYPE VI, SQ YD 76,770.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, CU YD 130.00; EXCAVATION - COMMON(P), CU YD 56,204.00; EXCAVATION - ROCK, CU YD 2,226.00; SELECT GRANULAR EMBANKMENT MOD 7% (CV)(P), CU YD 42,259.00; AGGREGATE SURFACING CLASS 5, TON 37.00; MOTOR GRADER, HOUR 8.00; 8 TON STEEL-WHEELED ROLLER, HOUR 8.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 500.00; WATER, M GALLON 250.00; CALCIUM CHLORIDE SOLUTION, GALLON 11,000.00; AGGREGATE BASE CLASS 5, TON 6,576.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 14,843.00; AGGREGATE BASE (CV) CLASS 5 SPECIAL, CU YD 53.00; MILL BITUMINOUS SURFACE (2.0"), SQ YD 4,526.00; CONCRETE PAVEMENT 8.0", SQ YD 245.00; BITUMINOUS MATERIAL FOR TACK COAT, GALLON 7,146.00; TYPE SP 9.5 WEARING COURSE MIX (3,C), TON 12,251.00; TYPE SP 12.5 NON WEAR COURSE MIX (3,C), TON 6,513.00; TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C), TON 358.00; TEMPORARY BITUMINOUS SURFACING, TON 317.00; ORNAMENTAL METAL RAILING, LIN FT 189.80; REFURBISH RAILING, LIN FT 238.00; CONCRETE STAIRWAY, EACH 1.00; STRUCTURE EXCAVATION CLASS E(P), CU YD 736.00; DRAINAGE SYSTEM, LUMP SUM 1.00; CONCRETE RETAINING WALL, LIN FT 643.00; RECONSTRUCT STONE RETAINING WALL, SQ YD 6.00; CONCRETE BLOCK RETAINING WALL, SQ YD 120.00; CONCRETE STEPS, CU YD 39.00; CONCRETE RETAINING WALL, SQ FT 52.00; STRUCTURE EXCAVATION CLASS E(P), CU YD 8,289.00; STRUCTURE EXCAVATION CLASS R, CU YD 31.00; GRANULAR BACKFILL (CV)(P), CU YD 11,567.00; GRANULAR BEDDING (CV)(P), CU YD 634.00; ROCK EXCAVATION IN TRENCH, CU YD 1,049.00; 4" PERF TP PIPE DRAIN, LIN FT 40,751.00; 4" PERF TP PIPE DRAIN (MOD), LIN FT 400.00; 8" PVC PIPE SEWER, LIN FT 197.00; 6" PVC PIPE SEWER SDR 35, LIN FT 670.00; 15" RC PIPE SEWER DES 3006, LIN FT 5,900.00; 18" RC PIPE SEWER DES 3006, LIN FT 1,638.00; 21" RC PIPE SEWER DES 3006, LIN FT 205.00; 24" RC PIPE SEWER DES 3006, LIN FT 489.00; 27" RC PIPE SEWER DES 3006, LIN FT 290.00; 30" RC PIPE SEWER DES 3006, LIN FT 511.00; 36" RC PIPE SEWER DES 3006, LIN FT 829.00; CONNECT TO EXISTING STORM SEWER, EACH 37.00; CONNECT SEWER SERVICE, EACH 30.00; 8"X6" PVC WYE, EACH 12.00; 10"X6" PVC WYE, EACH 6.00; 12"X6" PVC WYE, EACH 6.00; 15"X6" PVC WYE, EACH 6.00; SANITARY TRACER BOX, EACH 30.00; TEMPORARY WATER SYSTEM, LUMP SUM 1.00; RECONNECT WATER SERVICE, EACH 160.00; ADJUST VALVE BOX, EACH 2.00; 0.75" CORPORATION STOP, EACH 38.00; 1" CORPORATION STOP, EACH 126.00; 1.25" CORPORATION STOP, EACH 3.00; 24" BUTTERFLY VALVE, EACH 11.00; 4" GATE VALVE & BOX, EACH 1.00; 6" GATE VALVE & BOX, EACH 6.00; 8" GATE VALVE & BOX, EACH 14.00; 10" GATE VALVE & BOX, EACH 4.00; 0.75" CURB STOP & BOX, EACH 38.00; 1" CURB STOP & BOX, EACH 43.00; 1.25" CURB STOP & BOX, EACH 3.00; ADJUST VALVE BOX (SPECIAL), EACH 92.00; WATER TRACER BOX, EACH 21.00; 8" X 1" DIPS TAPPING TEE W/ELECTROFUSION SADDLE, EACH 114.00; CONNECT TO EXISTING 6" CI WATER MAIN, EACH 8.00; CONNECT TO EXISTING 8" HDPE WATER MAIN, EACH 1.00; CONNECT TO EXISTING 24" DI WATER MAIN, EACH 1.00; CONNECT TO EXISTING 10" CI WATER MAIN, EACH 4.00; 6” GATE VALVE & BOX (TEMPORARY), EACH 7.00; CONNECT WATER SERVICE – HDPE TO COPPER, EACH 87.00; HYDRANT ASSEMBLY–DUCTILE IRON, EACH 6.00; HYDRANT ASSEMBLY–HDPE, EACH 13.00; 6" WATERMAIN DUCTILE IRON CL 52, LIN FT 44.00; 24" WATERMAIN DUCTILE IRON CL 52, LIN FT 2,848.00; 1" HDPE SDR 11 TAP SERVICE PIPE, LIN FT 1,096.00; 3/4” TYPE K COPPER SERVICE PIPE, LIN FT 962.00; 1" TYPE K COPPER SERVICE PIPE, LIN FT 281.00; 1 1/4” TYPE K COPPER SERVICE PIPE, LIN FT 146.00; PIPE BURST 6” CI TO 8” HDPE, DIPS, SDR 11, LIN FT 4,288.00; 4" HDPE SDR 11 SERVICE PIPE, LIN FT 48.00; 6" HDPE SDR 11 SERVICE PIPE, LIN FT 25.00; 8" DIPS HDPE WATER MAIN SDR 11, LIN FT 1,440.00; 3" POLYSTYRENE INSULATION, SQ YD 430.80; GAS MAIN CUTOFFS, EACH 1.00; CONNECT TO EXISITING GAS MAIN, EACH 3.00; TRACER WIRE ACCESS BOX, EACH 7.00; 12” GAS VALVE, EACH 1.00; 8” GAS VALVE, EACH 3.00; 2” GAS VALVE, EACH 1.00; 12” PE GAS MAIN (OPEN CUT), LIN FT 4,781.00; 12” PE GAS MAIN (DRILLED), LIN FT 870.00; 8” PE GAS MAIN (OPEN CUT), LIN FT 4,461.00; CONST DRAINAGE STRUCTURE DESIGN A OR F, LIN FT 363.74; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 118.62; CONST DRAINAGE STRUCTURE DES 72-4020, LIN FT 47.45; CONST DRAINAGE STRUCTURE DES 84-4020, LIN FT 9.51; CONST DRAINAGE STRUCTURE DES 96-4020, LIN FT 7.50; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, EACH 84.00; CASTING ASSEMBLY, EACH 173.00; ADJUST FRAME & RING CASTING, EACH 10.00; ADJUST FRAME & RING CASTING (SPECIAL), EACH 76.00; 4" CONCRETE WALK, SQ FT 280.00; 6" CONCRETE WALK, SQ FT 109,185.00; 8" CONCRETE WALK, SQ FT 3,959.00; 10" CONCRETE WALK, SQ FT 3,772.00; CONCRETE CURB & GUTTER DESIGN B618, LIN FT 10,572.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 11,554.00; CONCRETE CURB DESIGN V6 (MODIFIED), LIN FT 635.00; 7" CONCRETE DRIVEWAY PAVEMENT, SQ YD 2,876.00; TRUNCATED DOMES, SQ FT 1,112.00; INSTALL MONUMENT BOX, EACH 8.00; REPOINT HISTORIC STRUCTURE, SQ FT 885.00; LIGHTING UNIT TYPE SPECIAL 1, EACH 62.00; LIGHTING UNIT TYPE SPECIAL 2, EACH 3.00; LIGHTING UNIT TYPE 9-30, EACH 24.00; LUMINAIRE (LED) 40 FOOT, EACH 24.00; LIGHT FOUNDATION DESIGN E, EACH 24.00; LIGHT FOUNDATION DESIGN E MODIFIED, EACH 62.00; 2" NON-METALLIC CONDUIT, LIN FT 13,152.00; 3" NON-METALLIC CONDUIT, LIN FT 916.00; UNDERGROUND WIRE 1 COND NO 4, LIN FT 34,600.00; UNDERGROUND WIRE 1 COND NO 6, LIN FT 16,308.00; SERVICE CABINET, EACH 4.00; EQUIPMENT PAD, EACH 4.00; HANDHOLE, EACH 33.00; OUTDOOR FIBER SPLICE ENCLOSURE, EACH 7.00; 1.5" NON-METALLIC CONDUIT, LIN FT 10,320.00; FIBER OPTIC CABLE TESTING, LUMP SUM 1.00; FIBER OPTIC CABLE SPLICING, EACH 7.00; PULL VAULT, EACH 24.00; PRE-TERM/ARMOR FIBER OPTIC PIGTAIL 6SM, LIN FT 985.00; PRE-TERM/ARMOR FIBER OPTIC PIGTAIL 12SM, LIN FT 465.00; FIBER OPTIC TRUNK CABLE 72SM, LIN FT 13,405.00; 1.5" BORED CONDUIT, LIN FT 100.00; TRAFFIC BARRIER DESIGN B8338, LIN FT 33.00; TRAFFIC CONTROL SUPERVISOR, LUMP SUM 1.00; TRAFFIC CONTROL, LUMP SUM 1.00; SIGN TYPE C, SQ FT 834.00; TRAFFIC CONTROL SIGNAL SYSTEM, SIG SYS 1.00; EMERGENCY VEHICLE PREEMPTION SYSTEM, LUMP SUM 1.00; PEDESTRIAN SIGNAL INDICATION, EACH 8.00; 6 PR #19 INTERCONNECT, LIN FT 1,600.00; STORM DRAIN INLET PROTECTION, EACH 295.00; SEDIMENT CONTROL LOG TYPE STRAW, LIN FT 3,891.00; SEDIMENT CONTROL LOG TYPE ROCK, LIN FT 516.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; STABILIZED CONSTRUCTION EXIT, EACH 8.00; FERTILIZER TYPE 3, POUND 669.00; BOULEVARD TOPSOIL BORROW, CU YD 3,959.00; SODDING TYPE LAWN, SQ YD 16,097.00; RAPID STABILIZATION METHOD 3, M GALLON 20.20; PAVT MSSG EPOXY, SQ FT 840.79; PAVT MSSG PREF TAPE GR IN (WR), SQ FT 41.16; 4" SOLID LINE EPOXY GR IN (WR), LIN FT 31,383.00; 4" DOTTED LINE EPOXY GR IN (WR), LIN FT 599.00; 4" DBLE SOLID LINE EPOXY GR IN (WR), LIN FT 13,793.00; 24" SOLID LINE PREF TAPE GR IN (WR), LIN FT 1,121.00; CROSSWALK PREF TAPE GR IN (WR), SQ FT 6,948.00;

 

                                                                        
 Proposal/Plan Specifications may be downloaded through Bid Express® https://www.bidexpress.com . There will be no cost for plan/proposals, but bidders must register through Bid Express® prior to bidding and submit their bids electronically through Bid Express®.  Bid Express® does charge for this service, and bidders are encouraged to register well in advance of the bid closing date if they have not previously done so. 
 
Electronic bids must be accompanied by a corporate surety bond in an amount which is at least equal to 5% of the total amount, and may be submitted electronically through Bid Express® using Surety 2000 or InSure Vision Technologies, LLC, or as a hard copy by mail or other delivery method, either as a corporate surety bond or a certified check made payable to the County Auditor of St. Louis County.
 
If not submitted electronically, the proposal guaranty must be received at the St. Louis County Public Works Department, 4787 Midway Rd, Duluth, MN, 55811 in a sealed envelope marked clearly with the name of the bidder, type of work, and project number by 4:00 p.m. the day prior to the specified date of opening.   
           
           

 BY ORDER OF THE BOARD OF

COUNTY COMMISSIONERS

Donald Dicklich

County Auditor