Home > Notice of Letting > Contract Detail

April 24, 2020 Letting 12:00 PM
123-76N66

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

Bulletin Description

12 miles of resurfacing on I-270 from 0.5 miles east of IL 3 to 0.5 miles east of I-55/70.
Region District DBE % VBP % Federal Project #
5 8 10.00 0.00 N/A
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Madison
  • FAI 270
  • 60-(1,2,3,4,5)-1RS-6
  • C-98-112-20
  • 8-00343-0000
Contract Specifics
Project Labor Agreement
Completion Date: September 30, 2020 Plus 5 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (10 Submitted / 10 Answered ) Questions not accepted as of April 14, 2020 04:30 PM.

  • On sheet 2, note 10 states that there will be four warning signs each direction. Will any of these warning signs be required to have sensors on them? If so, how many?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/15/2020)

  • The Real-Time Traffic Control System Special Provision states that “the RTTCS shall be installed at the locations shown in the plans”. However, there is no plan sheet or detail included that shows the desired system setup or location. Please advise.
    See General Note 10. (04/10/2020)

  • Lane Rental: It is stated that a lane rental period is a 24 hour period that begins at 6:00 PM. Does that mean once a lane closure is in place then a 24 hour closure is allowed since a lane rental day is being charged?
    Yes, as long as Peak Hour Restrictions are still followed. The intent of the 6:00 pm start (verses a normal calendar day) is due to the peak hour restrictions and most work being done at night. (04/09/2020)

  • Shouldn't the milling depths for Old Alton and Route 203 ramps be 2.5" since there is no existing microsurface?
    The project should be bid according to the plans and specifications available online. (04/09/2020)

  • Generally speaking, the plans require milling the existing pavement lanes 12' wide. In the areas of 3" milling the required overlay depth is 2.5". Therefore, it appears that the new overlay will be 1/2" lower than the existing adjacent shoulders. This is also true in the areas of shallower milling/overlay areas. Look at the typical sections shown on sheets 7 through 11.
    The shoulders did not have the previous microsurfacing, so the 2.5” thickness should bring the pavement back to essentially the same height as the existing shoulders. The resurfacing depth was a late change and unfortunately was not corrected in the visual representation of the typical sections. (04/09/2020)

  • Based upon the absence of any relative directions and the inclusion of the Note 9 on sheet 2 of 34, it appears that a "mill and fill" operation will not be required. Is this correct? Even with 3" milling on mainline pavement?
    Milling and resurfacing within the same day isn’t required. However, the Contractor is still obligated to be in compliance with general note 9. (04/09/2020)

  • Lane Rental: If a ramp is closed, for a time period less than one hour, to allow the driving lane milling and/or paving to progress through the opening for a ramp will a lane rental day be charged?
    No (04/09/2020)

  • Lane Rental. "The Contractor will be charged a monetary assessment for each day or part of a day that any lane (mainline and/or ramp) is closed to traffic per direction ..." Does this mean that if the driving lane is closed and the ramps within the limits of that closure is closed that would be two lane rental days?
    No, if ramps fall within the driving lane closure, they will not be charged separately for the ramps. (04/09/2020)

  • Lane Rental is defined "as any lane(s), or part thereof, per direction of travel that is closed to traffic. I a westbound lane and an eastbound lane are both closed, then two closures will be assessed." Does this mean if we had two lane closures in the same direction of travel (separated by two miles) then only one lane rental day would be assessed?
    An addendum is forthcoming. (04/09/2020)

  • As stated on many occasions, the use of a polymerized tack coat on a milled surface is not the most conducive material to the work to be performed. Especially if the work will be nighttime "mill and fill". Please consider changing this tack coat to a rapid set material that will allow the work to be performed within the very restrictive project specifications.
    The project should be bid according to the plans and specifications available online. (04/08/2020)

Authorized Bidders

  • 3157 The Kilian Corporation
    608 South Independence Street
    Mascoutah, IL 62258
    P.O. Box A
    Mascoutah, IL 62258
    Phone: (618) 566-2000 Fax: (618) 566-2314 Email: sharon.weier@kiliancorp.com
    $12,656,313.67

  • 1034 Christ Bros. Asphalt, Inc.
    820 s fritz st.
    P.O. Box 158
    Lebanon, IL 62254
    Phone: (618) 537-6174 Fax: (618) 537-6199 Email: No Record

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
40600250 POUND RAPID SETTING POLYMER MODIFIED EMULSION Base items 477,629.000
40600295 POUND POLYMERIZED BITUMINOUS MATERIALS (TACK COAT) Base items 66,441.000
40600990 SQ YD TEMPORARY RAMP Base items 925.000
40605034 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 12.5, MIX "E", N80 Base items 20,180.000
42000060 SQ YD WELDED WIRE REINFORCEMENT Base items 3,115.000
44000154 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/4" Base items 233,754.000
44000155 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" Base items 28,413.000
44000161 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 3" Base items 148,872.000
44201053 SQ YD CLASS B PATCHES, TYPE IV, 17 INCH Base items 2,612.000
44201055 SQ YD CLASS B PATCHES, TYPE II, 17 INCH Base items 58.000
44201057 SQ YD CLASS B PATCHES, TYPE III, 17 INCH Base items 503.000
44201299 EACH DOWEL BARS 1 1/2" Base items 966.000
44213200 FOOT SAW CUTS Base items 6,894.000
44213204 EACH TIE BARS 3/4" Base items 843.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 9.000
67100100 L SUM MOBILIZATION Base items 1.000
70100420 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701411 Base items 30.000
70100800 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701401 Base items 1.000
70100815 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701446 Base items 1.000
70100820 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701451 Base items 1.000
70100825 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701456 Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 2,145.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 37,912.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 12,637.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 269,148.000
70300240 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" Base items 39,616.000
70300250 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" Base items 19,719.000
70300260 FOOT TEMPORARY PAVEMENT MARKING - LINE 12" Base items 800.000
78004354 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE C - INLAID - LINE 4" Base items 269,148.000
78004356 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE C - INLAID - LINE 6" Base items 39,616.000
78004358 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE C - INLAID - LINE 8" Base items 19,719.000
78004362 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE C - INLAID - LINE 12" Base items 800.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 4,408.000
X0300036 SQ YD ULTRA-THIN BONDED WEARING COURSE, IL-12.5 UTB, MIX "E", SPECIAL Base items 242,717.000
X0327640 CAL MO REAL-TIME TRAFFIC CONTROL CENTRAL BASE UNIT Base items 8.000
X0328005 CAL MO REAL-TIME TRAFFIC MONITORING SENSOR UNIT Base items 16.000
X0328006 CAL MO REAL-TIME TRAFFIC CONTROL WARNING SIGN Base items 32.000
X4406030 SQ YD PARTIAL DEPTH REMOVAL, TYPE I, 3" Base items 371.000
X4406230 SQ YD PARTIAL DEPTH REMOVAL, TYPE II, 3" Base items 599.000
X4406430 SQ YD PARTIAL DEPTH REMOVAL, TYPE III, 3" Base items 532.000
X4406630 SQ YD PARTIAL DEPTH REMOVAL, TYPE IV, 3" Base items 1,005.000
X4421000 TON PARTIAL DEPTH PATCHING Base items 422.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 110,747.000
Z0033700 FOOT LONGITUDINAL JOINT SEALANT Base items 75,208.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 40,568.000
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.