Home > Notice of Letting > Contract Detail

January 15, 2021 Letting 12:00 PM
141-61F89

Plans and Special Provisions
Pay Item Report
Electronic Bidding (EBids)

Bulletin Description

Construction of a pedestrian bridge over the Wisconsin Central Railroad at the Mundelein Metra Station in the Village of Mundelein.
Region District DBE % VBP % Federal Project #
1 1 19.00 0.00 JFPP(620)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Lake
  • MUN 4030
  • 12-00097-00-BR (MUNDELEIN)
  • C-91-333-16
  • 1-11021-0047
Contract Specifics
100 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (26 Submitted / 16 Answered ) Questions not accepted as of January 05, 2021 04:30 PM.

  • Please confirm that the Stair Railing (XX006751) and Steel Railing Special (Z0007124) items will need to be fabricated by a shop certified by AISC as prescribed in IDOT Article 106.08 ‘Certification of Metal Fabricators’.
    Steel fabrication will follow the standard specifications. (01/06/2021)

  • This question is regarding page 46 of 65, west MSE wall plan and details, the drawing show soil reinforcement not connected to any wall. Note that their section at the ramp is misleading in that the tallest section of the West Wall will be almost completely back to back with the middle wall, leaving only less than 10 ft. between the walls for soil reinforcement. This is less than 0.4H. Can we get clarification of what that soil reinforcement floating between the walls is supposed to be?
    MSE wall design is to be completed by the wall supplier including fill material and layout of soil reinforcement. While the space between walls is limited, Geotechnical Engineers and MSE wall designers consulted during design concurred that such a design is feasible. (01/06/2021)

  • For the piles on the abutments, the plans require tar epoxy from the bottom of the select fill for the MSE wall to 1” about the bottom of the abutment. Is there a specification on what this epoxy needs to be?
    The coal tar epoxy will not be required as part of the Furnish Metal Shell Piles at either abutment. (01/06/2021)

  • For the test pile, what testing program needs to be carried out on the pile? I didn’t see any details in the specifications that discuss what type of test we would need to perform on the pile
    Test piles shall be driven per Section 512 of the IDOT Standard Specifications. (01/06/2021)

  • What is the maximum proximity workers and equipment can operate from the existing overhead powerlines running parallel to the tracks?
    The aerial lines parallel to the railroad tracks will be relocated to underground facilities prior to construction. (01/06/2021)

  • Will the overhead power lines be removed or taken out of service for construction? If not please confirm the max proximity contractors can work from them.
    The aerial lines parallel to the railroad tracks will be relocated to underground facilities prior to construction. (01/06/2021)

  • What is the voltage the power lines running parallel to the tracks? Machines will be within 15' of them, please confirm this will be allowed.
    The aerial lines parallel to the railroad tracks will be relocated to underground facilities prior to construction. (01/06/2021)

  • Are the plans correct on conducting a load test on the battered pile in pier 1?
    Load tests shall be completed in accordance with the standard specifications. (01/06/2021)

  • Special Provision page 9 calls out a Temporary Fence 6’. There is no provision or pay item for a temporary gate. In this case it is likely a 20-24’ wide opening for a double swing gate would be appropriate. Please add a pay item for a temporary gate.
    Temporary Chain Link Fence is for use by the Contractor as-needed and any modifications to the fence including access and security features such as a gate is considered included in the pay item for Temporary Chain Link Fence. (01/06/2021)

  • Can AASTHO M270 Grade 50W weathering steel be used for the prefabricated truss provided bridge is painted in accordance with the requirements in 1008.05 of the Standard Specification for a painted structure?
    Use of Weathering Steel is not required for the pedestrian truss superstructure, however, weathering steel painted per the plans and specifications will be acceptable. (01/05/2021)

  • Will track crossings be allowed for equipment mobilization from one side to the other?
    No. (01/05/2021)

  • Plan sheet 35 describes a steel handrail with ‘Safety Grip Finish’. Please elaborate on what this is specifically or confirm that this is a way to describe the 1 5/8” OD handrail.
    The safety grip finish means a smooth finish with no protrusions, spurs or deformations (that doesn't require anything more than what is already covered by the details and specs). (01/04/2021)

  • Steel Railing (Special): Question #1 Coating requirement-The plans & specs call for this rail to be coated with a 3 part paint system. Since this is a tubular frame will this also be required to be galvanized first? Question #2 Will there be additional time allowed(Past the 100 WD's) to field survey the completed East & West ramps to ensure proper fit up of this railing? Thanks.
    Response #1: The Steel Railing (Special) shall be painted per the plans and specifications without being galvanized. Response #2: Additional working days will not be allotted. (12/30/2020)

  • Is there another area aside from McKinely Ave getting HMA work? The binder and surface quantities appear to be more than required for the HMA pavement recon.
    An addendum will be issued. (12/17/2020)

  • Regarding Special Provisions for Form Liner Textured Surface. For Custom Rock and Green Streak, the owner has specified a Pattern Number. For the third supplier, Fitzgerald Formliners, a pattern number is not provided, please provide the acceptable pattern number from the catalogue of Fitzegerald formliners
    An comparable pattern from Fitzgerald Formliners will be Sierra Drystack #17033. (12/15/2020)

  • Would a prefabricated aluminum pedestrian bridge be accepted for the truss superstructure?
    A prefabricated aluminum pedestrian bridge will not be accepted. (12/09/2020)

Authorized Bidders

  • 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
    $3,915,763.60

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $4,343,661.94

  • 0204 Areatha Construction Co., Inc.
    410 E. North Avenue
    Streamwood, IL 60107
    Phone: (630) 830-9853 Fax: (630) 830-9856 Email: areathaconstco@sbcglobal.net

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

  • 1216 Copenhaver Construction, Inc.
    75 Koppie Dr
    Gilberts, IL 60136
    Phone: (847) 428-6696 Fax: (847) 428-6798 Email: copenhaverinc@yahoo.com
    $4,504,671.41

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net
    $4,113,506.67

  • 2816 IHC Construction Companies, L.L.C.
    385 Airport Road
    Suite 100
    Elgin, IL 60123
    Phone: (847) 742-1516 Fax: (847) 742-6610 Email: Estimating@IHCConstruction.com
    $4,230,509.13

  • 0733 John Burns Construction Company
    999 Oakmont Plaza Drive, Suite 400
    Westmont, IL 60559
    Phone: (708) 638-7642 Fax: (708) 326-3499 Email: lmartinez@jbcco.com
    $4,493,482.19

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $4,082,718.91

  • 4969 Rausch Infrastructure, LLC
    1111 E Touhy Avenue, Suite 120
    Des Plaines, IL 60018
    Phone: (708) 667-0165 Fax: (847) 813-9710 Email: mjkovalsky@rausch.llc
    $4,864,761.60

  • 5832 Sumit Construction Co., Inc.
    4150 W. Wrightwood Ave
    Chicago, IL 60639
    Phone: (773) 276-4600 Fax: (773) 276-4644 Email: No Record

Non Bidders

  • 0781 Campanella and Sons, Inc.
    (Pending Authorization)
    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

  • 2657 Home Towne Electric, Inc.
    35220 Rt 83
    Lake Villa, IL 60046
    P.O. Box 863
    Lake Villa, IL 60046
    Phone: (847) 223-2800 Fax: (847) 223-7577 Email: No Record

  • 4619 Pan-Oceanic Engineering Co., Inc.
    (Pending Authorization)
    6436 W Higgins Ave
    Chicago, IL 60656
    Phone: (773) 601-8408 Fax: (773) 601-8409 Email: gsingh@panoceanicinc.com

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

Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 400.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 445.000
20400800 CU YD FURNISHED EXCAVATION Base items 2,740.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 350.000
20800150 CU YD TRENCH BACKFILL Base items 115.000
21101505 CU YD TOPSOIL EXCAVATION AND PLACEMENT Base items 811.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 710.000
25200110 SQ YD SODDING, SALT TOLERANT Base items 9,890.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 611.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 205.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 30.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,070.000
28000510 EACH INLET FILTERS Base items 11.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 1,565.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 1,115.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 1,763.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 188.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 145.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 110.000
42400300 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH Base items 7,495.000
42400800 SQ FT DETECTABLE WARNINGS Base items 75.000
44000100 SQ YD PAVEMENT REMOVAL Base items 1,245.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 850.000
44000600 SQ FT SIDEWALK REMOVAL Base items 4,805.000
50200100 CU YD STRUCTURE EXCAVATION Base items 1,096.000
50200450 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL FOR STRUCTURES Base items 350.000
50300225 CU YD CONCRETE STRUCTURES Base items 147.000
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 139.000
50300285 SQ FT FORM LINER TEXTURED SURFACE Base items 7,592.000
50300300 SQ YD PROTECTIVE COAT Base items 1,236.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 92,451.000
51200957 FOOT FURNISHING METAL SHELL PILES 12" X 0.250" Base items 40.000
51200958 FOOT FURNISHING METAL SHELL PILES 14" X 0.250" Base items 936.000
51202305 FOOT DRIVING PILES Base items 976.000
51203200 EACH TEST PILE METAL SHELLS Base items 2.000
52200500 SQ FT MECHANICALLY STABILIZED EARTH RETAINING WALL Base items 12,541.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 1.000
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 123.000
550A0090 FOOT STORM SEWERS, CLASS A, TYPE 1 18" Base items 98.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 299.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 139.000
55100900 FOOT STORM SEWER REMOVAL 18" Base items 104.000
58700300 SQ FT CONCRETE SEALER Base items 99.000
60108204 FOOT PIPE UNDERDRAINS, TYPE 2, 4" Base items 180.000
60201105 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE Base items 1.000
60207605 EACH CATCH BASINS, TYPE C, TYPE 8 GRATE Base items 1.000
60207905 EACH CATCH BASINS, TYPE C, TYPE 11 FRAME AND GRATE Base items 3.000
60223800 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60224020 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 11 FRAME AND GRATE Base items 1.000
60255500 EACH MANHOLES TO BE ADJUSTED Base items 5.000
60500040 EACH REMOVING MANHOLES Base items 6.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 870.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 12.000
67100100 L SUM MOBILIZATION Base items 1.000
70102640 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 Base items 1.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 1.000
82500350 EACH LIGHTING CONTROLLER, BASE MOUNTED, 240VOLT, 100AMP Base items 1.000
83600200 FOOT LIGHT POLE FOUNDATION, 24" DIAMETER Base items 153.000
84200500 EACH REMOVAL OF LIGHTING UNIT, SALVAGE Base items 14.000
84200804 EACH REMOVAL OF POLE FOUNDATION Base items 16.000
89502376 EACH REBUILD EXISTING HANDHOLE Base items 1.000
A2000120 EACH TREE, ACER X FREEMANII AUTUMN BLAZE (AUTUMN BLAZE FREEMAN MAPLE), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 6.000
A2006916 EACH TREE, QUERCUS PALUSTRIS (PIN OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 4.000
B2000767 EACH TREE, AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE (AUTUMN BRILLIANCE SERVICE BERRY), 8' HEIGHT, CLUMP FORM, BALLED AND BURLAPPED Base items 6.000
C2008024 EACH SHRUB, ROSA MEIPOQUE (PINK MEIDILAND ROSE), 24" HEIGHT, CONTAINER Base items 56.000
D2003636 EACH EVERGREEN, TAXUS X MEDIA HICKSII (HICKS ANGLOJAPANESE YEW), 3' WIDTH, BALLED AND BURLAPPED Base items 48.000
K0012990 UNIT PERENNIAL PLANTS, ORNAMENTAL TYPE, GALLON POT Base items 10.000
X0322463 EACH CONNECTION TO EXISTING SEWER Base items 3.000
X0322508 SQ FT PEDESTRIAN TRUSS SUPERSTRUCTURE Base items 1,234.000
X0326672 L SUM PEDESTRIAN BRIDGE LIGHTING SYSTEM Base items 1.000
X0326806 L SUM WASHOUT BASIN Base items 1.000
X0326864 SQ FT BRICK SIDEWALK REMOVAL Base items 1,565.000
X0327487 SQ YD TRIAXIAL GEOGRID REINFORCEMENT, TYPE I Base items 1,362.000
X0327808 SQ YD PLANTING SOIL MIX FURNISH AND PLACE, 18" Base items 70.000
X2130010 FOOT EXPLORATION TRENCH (SPECIAL) Base items 250.000
X4240440 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH (SPECIAL) Base items 5,461.000
X5030290 SQ FT STAINING CONCRETE STRUCTURES Base items 3,859.000
X6640200 FOOT TEMPORARY CHAIN LINK FENCE Base items 625.000
X8780105 EACH CONCRETE FOUNDATIONS (SPECIAL) Base items 8.000
XX004951 L SUM CONCRETE STAIRS Base items 1.000
XX005283 SQ FT BRICK PAVER CROSSWALK Base items 500.000
XX006751 FOOT STAIR RAILING Base items 240.000
XX009361 SQ YD MULCH, SPECIAL Base items 480.000
Z0007124 FOOT STEEL RAILING (SPECIAL) Base items 1,372.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0018800 L SUM DRAINAGE SYSTEM Base items 1.000
Z0022800 FOOT FENCE REMOVAL Base items 180.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 940.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0076600 HOUR TRAINEES Base items 500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 500.000 $15.00
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.