Home > Notice of Letting > Contract Detail

January 19, 2018 Letting 10:00 AM
102-61E28

Bulletin Description

Replace the bridge carrying Forest Avenue over Ravine Ditch #7, south of Hazel Avenue in the City of Highland Park.
Region District DBE % VBP % Federal Project #
1 1 18.00 0.00 VU34-(681)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Lake
  • FOREST
  • AVENUE
  • 13-00121-00-BR HIGHLAND PARK
  • C-91-394-14
  • 1-21578-0000
Contract Specifics
Completion Date: November 02, 2018 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (7 Submitted / 7 Answered ) Questions not accepted as of January 09, 2018 04:30 PM.

  • Based on the Drainage Plan and Profile (sheet #19) as well as the cross sections, it appears that an existing water main runs thru the new north abutment and along the length of the NW Wing Wall. ** Continuation ** 3) Will a sleeve be required for wall penetrations. Provide detail. 4) Confirm ~ grade at penetration thru the abutment. As shown, top of pipe is equal to the beam seat elevation. 5) Identify method of payment
    The existing water main is being removed at this location under the proposed abutment. Refer to Sheets 10 and 11. New water main is being constructed on the east side of the bridge. (01/10/2018)

  • Based on the Drainage Plan and Profile (sheet #19) as well as the cross sections, it appears that an existing water main runs thru the new north abutment and along the length of the NW Wing Wall. 1) Confirm the size and type of water main pipe and if shut downs of this main will be allowed. 2) Will a sleeve be required for wall penetrations. Provide detail.
    The existing water main is being removed at this location under the proposed abutment. Refer to Sheets 10 and 11. New water main is being constructed on the east side of the bridge. (01/10/2018)

  • Sheet #25 identifies the Pay limits for Granular Backfill for Structures as 2'-0" outside the footing, corresponding with the limit for Structure Excavation. Sheets #47 and #48 (Wing Walls) show the limits for Granular Backfill for Structures not corresponding with those for Structure Excavation. Please identify the required material and method of payment for the volume of material under the pavement and not currently classified as Granular Backfill for Structures.
    The material required for backfill of the wing walls outside of the limits of Granular Backfill for Structures, as shown on Plan Sheets #47 and #48, should be per Article 502.10 for backfill under a roadbed. This backfill material will not be paid for separately but will be included in the pay item for Structure Excavation. (01/05/2018)

  • 1) What are the material requirements for the PVC casing pipe? 2) Is casing installation detail the same for the existing steel casing pipe and the PVC casing pipe, requiring casing spacers? The standard drawings, for the PVC installation, do not indicate the need for casing spacers. 3) The Thrust Block Detail does not include 18" pipe size. Please provide.
    1) PVC Casing must meet AWWA Standard C905. 2) No, the PVC casing would not require spacers. Both ends will be grouted. 3) Dimensions for 18" pipe will be provided in a forthcoming addendum. (01/03/2018)

  • Plan sheet 19 call-out for Outfall Structure says "See Detail". This detail is missing. Please provide.
    The detail is located on page 17 of the plan set titled “Outfall Structure". (01/02/2018)

  • Item Z0018800 Drainage System: 1) No Special Provision was included. Will one be provided? 2) The plan notes are conflicted regarding material requirements for the drainage system. Sheet #34 allows a fiberglass downspout alternate. Sheet #35, note 1 specifies DI pipe. Sheet #35, note 5 specifies that the color of the fiberglass pipe shall be brown. Is fiberglass an acceptable alternate for pipe and fittings?
    Regarding 1) The “Drainage System” GBSP was checked in the checklist. Regarding 2) Fiberglass is an acceptable alternate for the pipe and fittings. The note 1 for the DI pipe on sheet 35 should be removed. An addendum will be forthcoming. (01/02/2018)

  • Plan Sheet #14 appears to be corrupted and will not print. Please review for resolution
    Sheet #14 will print, but the resolution must be lowered. At the print window, click on the "Advanced Properties" button and re-set the "Transparency Flattener Preset" to Medium Resolution. (12/19/2017)

Authorized Bidders

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $2,655,119.83

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com

  • 0204 Areatha Construction Co., Inc.
    410 E. North Avenue
    Streamwood, IL 60107
    Phone: (630) 830-9853 Fax: (630) 830-9856 Email: No Record
    $3,291,284.88

  • 0392 Berger Excavating Contractors, Inc.
    1205 Garland Rd.
    Wauconda, IL 60084
    Phone: (847) 526-5457 Fax: (847) 526-4204 Email: kberger@bergerexcavating.com

  • 0781 Campanella and Sons, Inc.
    39207 N. Magnetics Blvd.
    Wadsworth, IL 60083
    P.O. Box 32
    Wadsworth, IL 60083
    Phone: (847) 336-9698 Fax: (847) 336-4818 Email: No Record

  • 1216 Copenhaver Construction, Inc.
    75 Koppie Dr
    Gilberts, IL 60136
    Phone: (847) 428-6696 Fax: (847) 428-6798 Email: copenhaverinc@yahoo.com
    $3,073,301.03

  • 1552 Dunnet Bay Construction Company
    115 N. Brandon Drive
    Glendale Heights, IL 60139
    Phone: (630) 539-1200 Fax: (630) 539-4171 Email: estimating@dunnetbay.net
    $2,710,395.71

  • 4657 F. H. Paschen, S.N. Nielsen & Associates LLC
    5515 N. East River Road
    Chicago, IL 60656
    Phone: (773) 444-3474 Fax: (773) 693-0064 Email: bzitek@fhpaschen.com
    $2,827,947.86

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net
    $3,082,907.58

  • 3127 Kenny Construction Company
    2215 Sanders Road
    Suite 400
    Northbrook, IL 60062
    Phone: (847) 919-8200 Fax: (847) 272-5930 Email: No Record
    $2,957,989.97

  • 4399 Norvilla, LLC
    2701 S. 13th Avenue
    Broadview, IL 60155
    Phone: (708) 223-8151 Fax: (708) 223-4384 Email: lvgalvani@norvillaconstruction.com

  • 4968 Rausch Infrastructure LLC_DO NOT USE
    1111 East Touhy Ave
    Suite 120
    Des Plaines, IL 60018
    Phone: (708) 667-0165 Fax: (847) 813-9710 Email: abrausch@riccllc.com
    $3,138,503.80

Non Bidders

  • 4677 Path Construction Company, Inc.
    125 E. Algonquin Road
    Arlington Heights, IL 60005
    Phone: (847) 997-9147 Fax: (847) 398-7101 Email: PSowa@pathcc.com

  • 0280 Peter Baker & Son Co.
    1349 Rockland Road
    Lake Bluff, IL 60044
    P.O. Box 187
    Lake Bluff, IL 60044
    Phone: (847) 362-3663 Fax: (847) 362-0707 Email: john@peterbaker.com

  • 5801 Stupp Bridge Company A division of Stupp Bros., Inc.
    3800 Weber Road
    St. Louis, MO 63125-1199
    Phone: No Record Fax: No Record Email: No Record

Pay Item # UOM Description Type Quantity Unit Price
A2003120 EACH TREE, CELTIS OCCIDENTALIS WINDY CITY (WINDY CITY HACKBERRY), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 3.000
A2005020 EACH TREE, GYMNOCLADUS DIOICUS (KENTUCKY COFFEETREE), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 3.000
A2005420 EACH TREE, LIRIODENDRON TULIPIFERA (TULIP TREE), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 3.000
A2007620 EACH TREE, TAXODIUM DISTICHUM (COMMON BALD CYPRESS), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 4.000
B2002220 EACH TREE, CRATAEGUS VIRDIS WINTER KING (WINTER KING GREEN HAWTHORN), 2-1/2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 4.000
B2006220 EACH TREE, SYRINGA RETICULATA (JAPANESE TREE LILAC), 2-1/2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 4.000
K1005421 ACRE SEEDING (SPECIAL) Base items 0.250
XX003536 EACH CONNECTION TO EXISTING WATER MAIN (NON PRESSURE) Base items 2.000
XX003668 L SUM PRECONSTRUCTION VIDEO TAPING Base items 1.000
XX006253 EACH SANITARY MANHOLE, 4'-DIAMETER Base items 2.000
XX006586 FOOT PVC CASING PIPE 30" Base items 44.000
XX007061 EACH OUTFALL STRUCTURE Base items 2.000
XX008959 FOOT DUCTILE IRON WATER MAIN (SPECIAL) Base items 40.000
X0322917 EACH PROPOSED STORM SEWER CONNECTION TO EXISTING MANHOLE Base items 2.000
X0487800 FOOT SANITARY SEWER REMOVAL 12" Base items 61.000
X2520700 SQ YD SODDING, SPECIAL Base items 663.000
X2840105 CU YD GABION REMOVAL Base items 110.000
X4021000 EACH TEMPORARY ACCESS (PRIVATE ENTRANCE) Base items 5.000
X4023000 EACH TEMPORARY ACCESS (ROAD) Base items 1.000
X5210090 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 100K Base items 10.000
X5210110 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 200K Base items 5.000
X5210315 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, FIXED - 250K Base items 5.000
X5509900 FOOT ABANDON AND FILL EXISTING STORM SEWER Base items 103.000
X5610651 FOOT ABANDON EXISTING WATER MAIN, FILL WITH CLSM Base items 700.000
X5610700 FOOT WATER MAIN REMOVAL Base items 156.000
X5860110 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 315.000
X6020090 EACH MANHOLES, WITH RESTRICTOR PLATE Base items 2.000
X6022040 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 11V FRAME AND GRATE Base items 4.000
X6022050 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 11V FRAME AND GRATE Base items 1.000
X6026054 EACH SANITARY MANHOLES TO BE REMOVED Base items 1.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013797 SQ YD STABILIZED CONSTRUCTION ENTRANCE Base items 170.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0018002 EACH DRAINAGE SCUPPERS, DS-11 Base items 6.000
Z0018800 L SUM DRAINAGE SYSTEM Base items 1.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 166.000
Z0056608 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 12 INCH Base items 84.000
Z0056611 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 16 INCH Base items 216.000
Z0056620 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 30 INCH Base items 90.000
Z0056668 FOOT STORM SEWERS, TYPE 2, WATER MAIN QUALITY PIPE, 12" Base items 25.000
Z0057100 FOOT SANITARY SEWER 12" Base items 53.000
Z0076600 HOUR TRAINEES Base items 500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 500.000 $15.00
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 156.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 58.000
20101000 FOOT TEMPORARY FENCE Base items 1,320.000
20101200 EACH TREE ROOT PRUNING Base items 15.000
20200100 CU YD EARTH EXCAVATION Base items 846.000
20800150 CU YD TRENCH BACKFILL Base items 729.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 205.000
21101625 SQ YD TOPSOIL FURNISH AND PLACE, 6" Base items 1,669.000
25100900 SQ YD TURF REINFORCEMENT MAT Base items 1,006.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 34.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 26.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 72.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 672.000
28000510 EACH INLET FILTERS Base items 21.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 300.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 217.000
28200200 SQ YD FILTER FABRIC Base items 564.000
28400100 CU YD GABIONS Base items 250.000
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 70.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 979.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 337.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 543.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 181.000
40603335 TON HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 Base items 113.000
42000070 SQ YD PAVEMENT CONNECTOR (HMA) FOR BRIDGE APPROACH SLAB Base items 74.000
42300200 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH Base items 37.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 1,534.000
42400800 SQ FT DETECTABLE WARNINGS Base items 10.000
44000100 SQ YD PAVEMENT REMOVAL Base items 845.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 155.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 748.000
44000600 SQ FT SIDEWALK REMOVAL Base items 1,480.000
44201709 SQ YD CLASS D PATCHES, TYPE III, 5 INCH Base items 14.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 1,310.000
50300225 CU YD CONCRETE STRUCTURES Base items 369.500
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 253.300
50300260 SQ YD BRIDGE DECK GROOVING Base items 576.000
50300300 SQ YD PROTECTIVE COAT Base items 971.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 71.000
50500105 L SUM FURNISHING AND ERECTING STRUCTURAL STEEL Base items 1.000
50500505 EACH STUD SHEAR CONNECTORS Base items 3,363.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 148,100.000
50800515 EACH BAR SPLICERS Base items 50.000
50900105 FOOT ALUMINUM RAILING, TYPE L Base items 421.000
51500100 EACH NAME PLATES Base items 1.000
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 68.000
52100510 EACH ANCHOR BOLTS, 3/4" Base items 80.000
550A0340 FOOT STORM SEWERS, CLASS A, TYPE 2 12" Base items 209.000
550A0360 FOOT STORM SEWERS, CLASS A, TYPE 2 15" Base items 18.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 403.000
55101400 FOOT STORM SEWER REMOVAL 30" Base items 88.000
56103500 FOOT DUCTILE IRON WATER MAIN 18" Base items 971.000
56400700 EACH FIRE HYDRANTS (SPECIAL) Base items 1.000
58700300 SQ FT CONCRETE SEALER Base items 405.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 165.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 1.000
60108206 FOOT PIPE UNDERDRAINS, TYPE 2, 6" Base items 625.000
60201110 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11V FRAME AND GRATE Base items 6.000
60204825 EACH CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 11V FRAME AND GRATE Base items 1.000
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 2.000
60221100 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 2.000
60255800 EACH MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID Base items 1.000
60500040 EACH REMOVING MANHOLES Base items 3.000
60500060 EACH REMOVING INLETS Base items 6.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 697.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 10.000
67100100 L SUM MOBILIZATION Base items 1.000
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 10.000
No More Pay Items

The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. If an addendum is posted, the contract details above may be revised. Please continue to check for addenda.