Home > Notice of Letting > Contract Detail

April 26, 2019 Letting 10:00 AM
028-62H81

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

Bulletin Description

1.9 miles of ultra thin wearing course and ADA upgrades on US 41 from Ferndale Street to IL 21 in the Village of Gurnee.
Region District DBE % VBP % Federal Project #
1 1 8.00 0.00 NHPPBKAN(730)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Lake
  • FAP 346
  • 2019-008-I
  • C-91-324-19
  • 1-80380-0000
Contract Specifics
Completion Date: October 25, 2019 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (6 Submitted / 6 Answered ) Questions not accepted as of April 16, 2019 04:30 PM.

  • Since the Ultra-Thin Hot-Mix Asphalt Surface course is being paid by the SY and not by Ton, will all the tons placed for the Material Transfer Device be paid for ? With the existing roads having irregularities (ie rutting) and without any milling or leveling be performed, the thickness will vary as will the tons placed.
    The contractor should assume that the MTD will be paid for in the same manner as the adjusted plan quantity of surface course mixtures. The irregularities would fall under the 103% on page 200 of the standard specs. (04/19/2019)

  • Traffic Control: • Will it be possible to perform any of the guardrail work during the day light hours 7:00 AM to 3:30 PM or a restricted 9:00 AM to 3:00 PM??
    Arterial lane closures not shown in the staging plans will not be permitted during peak traffic volume hours. Peak traffic volume hours are defined as weekdays (Monday through Friday) from 5:00 AM to 8:00 PM for southbound US 41 and 6:00 AM to 9:00 PM for northbound US 41. (04/19/2019)

  • Vert Adj Guardrail: • Guardrail Type D is prescribed to be vert adjusted. Please confirm both faces of the rail will be measured for payment. • There are guardrail posts that appear to be set in concrete footings. Please advise how this work will be paid, as this deviates from a typical vertical adjust guardrail pay item. • The balance of the guardrail has been driven into HMA shoulders that have been cored and capped with concrete. Please advise what we should do.
    The vertical adjustment of guardrail will be paid for at the contract unit price per foot. The adjustment is at the post. Both faces of the rail will not be measured for payment. The guardrail appears to be set in HMA shoulders and capped with grout. If the actual site conditions are different then changes will be handled as written in the standard specifications for road and bridge construction. The Department is in the process of issuing an addendum, please monitor the website for the addendum.. (04/19/2019)

  • X6330900 Vert Adjust Guardrail: • A schedule of quantities is not included with plan set. Please provide a schedule of quantities for this work. • Please advise what the design team has determined for the Vertical Adjust guardrail. Raise it up or lower it down. • Some of the guardrail is NON-MGS and some is MGS system. Which standard are we using to determine the actual adjustment?
    • A schedule of quantities is not available. Bid according to the contract. • The intent is to adjust the guardrail to standard height after the overlay has been placed. • Bid according to the contract. (04/19/2019)

  • since this is a patch first project without any milling or overlay shouldn't there be a HMA Remove over Patch, 9". Due to the thick HMA over concrete at 9", why would you need to perform a 18" patch - I did see the note 4 on plan sheet 6, but that does not make sense, a 9" CL D patch would make sense.
    The contract specifies to patch first and should be bid accordingly. (04/12/2019)

  • on page 33 of the special provisions there are 6 mix designs shown, which is the one that is to be used for this project ?
    The desired mix is identified on the Typical Section sheet of the plans. (04/11/2019)

Authorized Bidders

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

  • 4696 Payne & Dolan, Inc.
    28435 West IL Route 173
    Antioch, IL 60002
    Phone: (847) 838-3700 Fax: No Record Email: No Record

Non Bidders

  • 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

Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 2.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 11.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 1.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 1.000
25200110 SQ YD SODDING, SALT TOLERANT Base items 9.000
40600250 POUND RAPID SETTING POLYMER MODIFIED EMULSION Base items 148,081.000
40600400 TON MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS Base items 130.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 1,189.000
40600985 SQ YD PORTLAND CEMENT CONCRETE SURFACE REMOVAL - BUTT JOINT Base items 58.000
42001300 SQ YD PROTECTIVE COAT Base items 83.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 166.000
42400800 SQ FT DETECTABLE WARNINGS Base items 10.000
44000600 SQ FT SIDEWALK REMOVAL Base items 153.000
44201863 SQ YD CLASS D PATCHES, TYPE II, 18 INCH Base items 371.000
44201867 SQ YD CLASS D PATCHES, TYPE III, 18 INCH Base items 742.000
44201869 SQ YD CLASS D PATCHES, TYPE IV, 18 INCH Base items 742.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 554.000
60250200 EACH CATCH BASINS TO BE ADJUSTED Base items 2.000
60300305 EACH FRAMES AND LIDS TO BE ADJUSTED Base items 15.000
64200108 FOOT SHOULDER RUMBLE STRIPS, 8 INCH Base items 11,377.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 13,268.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 1.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 1.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901002 CAL DA ON-SITE MONITORING OF REGULATED SUBSTANCES Base items 1.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 3.000
67100100 L SUM MOBILIZATION Base items 1.000
70100310 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701421 Base items 1.000
70102635 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701701 Base items 1.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
70300210 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS Base items 566.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 42,465.000
70300240 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" Base items 2,587.000
70300250 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" Base items 233.000
70300260 FOOT TEMPORARY PAVEMENT MARKING - LINE 12" Base items 392.000
70300280 FOOT TEMPORARY PAVEMENT MARKING - LINE 24" Base items 369.000
70300520 FOOT PAVEMENT MARKING TAPE, TYPE III 4" Base items 5,669.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 566.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 42,465.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 2,587.000
78000500 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 8" Base items 233.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 392.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 369.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 532.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 450.000
85000200 EACH MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION Base items 2.000
89502376 EACH REBUILD EXISTING HANDHOLE Base items 6.000
X0320050 L SUM CONSTRUCTION LAYOUT (SPECIAL) Base items 1.000
X0326129 SQ YD ULTRA-THIN HOT-MIX ASPHALT SURFACE COURSE Base items 86,597.000
X2020110 UNIT GRADING AND SHAPING SHOULDERS Base items 33.000
X4401198 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH Base items 4,741.000
X5537800 FOOT STORM SEWERS TO BE CLEANED 12" Base items 500.000
X6330900 FOOT VERTICAL ADJUSTMENT OF GUARDRAIL Base items 2,690.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 19,190.000
Z0004562 FOOT COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT Base items 300.000
Z0018500 EACH DRAINAGE STRUCTURES TO BE CLEANED Base items 20.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 77.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 3,897.000
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.