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July 31, 2026 Letting 12:00 PM
019-61M13

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

Bulletin Description

Demolition of existing 18-span bridge and construction of three PPC beam single span bridges carrying Kirk Rd. over Reed Rd., UPRR and White's Creek.
Region District DBE % VBP % Federal Project #
1 1 18.00 0.00 QNYF(462)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Kane
  • FAP 360
  • KIRK ROAD
  • 12-00192-04-BR
  • C-91-221-13
  • 1-21408-0000
Contract Specifics
Completion Date: October 31, 2028 Plus 15 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (47 Submitted / 47 Answered ) Questions not accepted as of July 21, 2026 04:30 PM.

  • Sheet No. 407 specifies the "H" value of the wall from top of leveling pad to top of coping. Per AASHTO, "H" at an abutment is to be measured from the top of the leveling pad to the top of the bridge embankment. Sheet No. 407 also specifies a soil reinforcement length of 0.7H with a minimum of 17'. If "H" is defined from the top of leveling pad to the top of the coping, then the 0.7H soil reinforcement length minimum would only be 13'. Please clarify the required soil reinforcement lengths.
    The “top of exposed panel line, finished grade line at front face of wall, and “theoretical top of leveling pad line elevations are to be shown on the Final plans (see Figures 3.11.1-1 and 3.11.1-2). These elevations define retention requirements, establish bid payment limits and are the basis of the wall supplier’s design. The reinforced mass of an MSE wall extends an orthogonal distance of 0.7H from the outside face unless the external stability design requires a wider base, where H is the actual height of wall at any section as defined in Figures 3.11.1-1 and 3.11.1-2. The height of the wall detailed on the plans is the distance between the theoretical top of leveling pad to the top of the anchorage slab, top of coping, or top of deck over the abutment depending on the situation. Since the wall in front of the embankments does not have an anchorage slab or top of deck to consider, the top of coping is provided. (07/24/2026)

  • Please clarify the required minimum strip lengths on all walls as either a ratio or empirical length. Ex: the Stage 1 construction section for Wall 3 on Sheet No. 386 calls for a 0.7H soil reinforcement length. Then section B--B of Wall 3 shows a minimum strip length of 20'. With a minimum wall height of 24.5', a 20' reinforcement length would be equivalent to 0.82H rather than 0.7H.
    An addendum will be issued. (07/24/2026)

  • The section views for Walls 1 & 3 qualify maximum soil reinforcement lengths for the permanent and temporary retaining walls. What is controlling this maximum length requirement?
    An addendum will be issued. (07/24/2026)

  • The section views for Wall 1 and Wall 4 show minimum reinforcement lengths that are contradictory to what is required per AASHTO design. Please clarify the required soil reinforcement lengths either as an empirical minimum or as a ratio of the wall height with minimum values in line with AASHTO design codes.
    An addendum will be issued. (07/24/2026)

  • There is no minimum embedment specified for the temporary MSE Walls in the contract plans or special provisions. Since the global stability is the responsibility of The Department, please clarify the embedment required for the temporary MSE walls as well as the required minimum reinforcement lengths.
    The Contractor shall obtain technical assistance from the supplier prior to and during wall erection to ensure proper construction of the wall. The foundation soils supporting the structure shall be graded for a width equal to or exceeding the length of the soil reinforcement. Prior to wall construction, the foundation soils shall be compacted according to Section 205, except the minimum required compaction shall be 95 percent of maximum density as determined by Illinois Modified AASHTO T 99. Any foundation soils found to be unsuitable shall be removed and replaced, as directed by the Engineer. Unsuitable material shall be disposed of according to Article 202.03. Global stability has been addressed with removal of unsuitable materials and/or aggregate column ground improvements. Embedment is not required for the Temporary MSE Wall. Reinforcement lengths shall be determined by the wall supplier as defined in IDOT Standard Specifications. (07/24/2026)

  • Sheet No. 346 details the MSE wall height "H" from the top of leveling pad to the top of coping. Per AASHTO the design height is to be from the top of leveling pad to the top of the bridge embankment. Please clarify the design height "H" of the wall as well as the required minimum strip lengths.
    The top of exposed panel line finished grade line at front face of wall, and theoretical top of leveling pad line elevations are to be shown on the Final plans (see Figures 3.11.1-1 and 3.11.1-2). These elevations define retention requirements, establish bid payment limits and are the basis of the wall supplier’s design. The reinforced mass of an MSE wall extends an orthogonal distance of 0.7H from the outside face unless the external stability design requires a wider base, where H is the actual height of wall at any section as defined in Figures 3.11.1-1 and 3.11.1-2. The height of the wall detailed on the plans is the distance between the theoretical top of leveling pad to the top of the anchorage slab, top of coping, or top of deck over the abutment depending on the situation. Since the wall in front of the embankments does not have an anchorage slab or top of deck to consider, the top of coping is provided. (07/24/2026)

  • Could you please provide the existing contours in the location of the detention ponds? The existing contours are not shown in the areas of construction, and the ponds grading limits are cut off on the cross sections. Also, grading for the south pond along the north slope does not tie into the existing contours, it shows the 769' proposed top of slope and the tie-in to existing has a 6' to 2' drop off.
    An addendum will be issued. (07/24/2026)

  • The earthwork quantity table generates earth ex and furnished ex quantities, but does not account dirt quantity from structure excavation nor account for project staging. Based on staging and sequence, materials generated from earth/structure ex would require stockpiling and rehandling until walls are built up such embankment can be placed. The project footprint is very tight and there is no room to stockpile. Will a stockpile location be provided outside project limits.
    Structure Excavation is accounted for under the structure excavation pay item on the structural plans. The schedule of quantities indicates the excavation / fill quantities per stage. (07/24/2026)

  • We need more clarification on the Road Weather Information System. Where will this be removed and reinstalled? A detail would be helpful for estimating what needs to be executed for this pay item.
    Kane County DOT does not use the weather station and does not need it. Contractor to remove weather station and coordinate with Kane County DOT staff to pick it up. (07/24/2026)

  • It does not appear that Pay Item X6640628 – Wood Post and Rail Fence, is specifically called out anywhere in the plan set. There is however portion of fence on plan sheet 53 called out to be removed and replaced but does not have an associated pay item. Are these the same item?
    This item is to replace the existing fence on the east side of Kirk Road on Sheet 53. (07/24/2026)

  • Please confirm 0.70 x "H" min. with a minimum strap length greater than or equal to 8' is required for all of the MSE and Temp MSE walls? Some typical sections shown contradict the 0.7x"H" minimum. Please clarify.
    Final strap length will be determined by the MSE wall supplier selected by the contractor, per IDOT Std Spec 522.09 (a). This may or may not exceed the minimum strap length of .70 x "H" based on strap material, size, and select fill used as determined and submitted for approval by the contractor. Per IDOT Std Spec 522.16: Any costs related to obtaining technical assistance for the construction a wall system from a particular supplier will not be paid for separately but shall be included in the unit price bid for that item of work. (07/24/2026)

  • Are screenings allowed to be use a fill for the Temporary MSE Wall?
    Materials for fill shall comply with IDOT Std Spec 522.09 (b). (07/24/2026)

  • After reviewing ComEd's Relocation drawings, it appears the lines north of the UPRR tracks and west of MSE wall 3 will only be moved slightly west. The power lines will be right on the edge of structure 045-3134, making pile driving and beam setting unfeasible in the Northwest corner. Can you confirm these lines will be either deenergized or removed during the first stage of the project?
    Coordination is on-going with ComED, The poles are 75’ in height above the ground with the primary cables at 65’ and secondary cables 5-8’ below the primary. It is anticipated that low clearance / compact equipment may be required. (07/24/2026)

  • on sheet 388, MSE Temporary Wall 3, End Station is 121+12.02 (Kirk Road). the temporary wall does not meet Precast MSE Wall 3 at St. 121+12.02. the temporary wall terminates approximately 8.5 feet short of the north precast MSE wall. please verify the end temporary wall station for temporary MSE wall 03.
    Monitor website for addendum. (07/24/2026)

  • MSE Wall 04 -on sheet 410, on temporary MSE wall elevation, the begin temporary wall station is 121+87.94. on the tabulations below the wall elevation, the begin station is 121+77.09. if there is a discrepancy between the wall elevation and the tabulation, what controls, the elevation view or the tabulation?
    Monitor website for addendum. (07/24/2026)

  • MSE Wall 04 - the elevations shown on Sheet 409 do not agree with the elevations tabulated on Sheet 410 at the begin of east face and west face wall, what controls, sheet 409 or sheet 410 for if there is a discrepancy between sheet 409 and sheet 410
    Elevations tabulated are correct. Monitor the website for an addendum. (07/24/2026)

  • MSE Wall 02 - the elevations shown on Sheet 368 do not agree with the elevations tabulated on Sheet 369 at the begin and end of east face wall, what controls, sheet 368 or sheet 369 for if there is a discrepancy between sheet 368 and sheet 369 MSE Wall 03 - the elevations shown on Sheet 387 do not agree with the elevations tabulated on Sheet 388 at the begin and end of east face wall, what controls, sheet 387 or sheet 388 for if there is a discrepancy between sheet 387 and sheet 388
    MSE Wall 02 / Elevations tabulated are correct. Monitor website for addendum. MSE Wall 03 / Elevations tabulated are correct. Monitor website for addendum. (07/24/2026)

  • Please clarify the finish for both the Bridge Fence Rail, Curved, and the Bicycle Rail (Special) - there is nothing in the General Notes that specify the finish.
    Galvanizing finish unless specified otherwise by the County. (07/24/2026)

  • On sheet 276, there is one post spacing of 10'-3 1/4" for the Bridge Fence Rail, Curved. Maximum post spacing for this rail is 10'-0" - how do you want to handle this? One option is to have 5 spaces at 8'-3" to conform to the Railing Criteria an sheet 264. How do you want to adjust for this spacing error?
    Design calculations support a spacing of 10'-3 1/4". Contractor may fabricate railing with 10'-3 1/4" end post spacing or submit alternative post spacing via. shop drawing process. Either will be accepted. (07/24/2026)

  • There appears to be a discrepancy between the Proposed Typical Section Sheets (27 and 31) and the Schedule of Quantities (Sheet 31) regarding the Aggregate Base Course Type B, 4”. The typical sections show Type B, 4” beneath the median, while the schedule associates it with the bike path. Additionally, the Plan and Profile Sheets (52 and 53) indicate that Type B, 12” is to be used for the bike path. Please confirm where the Aggregate Base Course, Type B, 4” and 12” should be quantified.
    Aggregate Base Course Type B 12 inch is placed under the HMA path. Please monitor the website for an addendum. (07/24/2026)

  • The Abutment Detail Sheets show an Eye Bolt Detail. How many are required on the face of the abutments?
    SN 045-3133 (114' - (2x2') / 6') = 18.33. Say 19 spaces thus 20 eye bolts x 2 abutments = 40 Eye Bolts. SN 045-3134 (104' - (2x2') / 6') = 16.67. Say 17 spaces thus 18 eye bolts x 2 abutments = 36 Eye Bolts. SN 045-3186 (102' - (2x2') / 6') = 16.33. Say 17 spaces thus 18 eye bolts x 2 abutments = 36 Eye Bolts. Total of 112 Eye Bolts. No wing wall or wrap around. Cost is included with pay item 50300225, and no adjustment for bid is required. (07/24/2026)

  • How is the backfill for the reinforced soil mass for the temporary wall paid for? Is it incidental to the wall or paid under 20400800 furnish exc pay item?
    Select fill is required for the reinforced soil mass for the temporary wall and is included with pay item 52200505. Backfill placed outside of the select fill volume for MSE walls will be paid for according to Sections 202 and/or 204. See IDOT Std Spec 522.09 and 522.16. (07/24/2026)

  • The comed plans depicting the relocated aerial lines have information regarding the height of the proposed poles but does not have the proposed elevations of the new lines. These new lines potentially fall within the exclusion zone for cranes and other equipment to safely operate. Please advise the elevation of the relocated lines so contractors can determine the best means and methods to work around these lines and figure any potential required shut downs.
    The poles are 75’ in height above the ground with the primary cables at 65’ and secondary cables 5-8’ below the primary. It is anticipated that low clearance / compact equipment may be required. (07/24/2026)

  • The comed plans that were uploaded in the additional information depict the relocated comed lines withing approximately 5' horizontal of the proposed piles at the UPRR bridge. Please confirm if IDOT has coordinated temporary outages with COMED. If so please advise the windows of said outage times to facilitate the work near these lines. Please also confirm IDOT will cover any costs for booting, temp power outages, etc that may be required for comed to shut down this line temporarily.
    Coordination is on-going with ComED, The poles are 75’ in height above the ground with the primary cables at 65’ and secondary cables 5-8’ below the primary. It is anticipated that low clearance / compact equipment may be required. (07/24/2026)

  • The plan quantities for the Temporary MSE wall appear to only include the area of wall to the existing ground elevation. The areas shown to be undercut (on sheets 349, 369, 388, and 410) for the "removal and replacement of unsuitable material" are substantial and would require temporary MSE wall. Since payment is based on plan drawings, will quantity be added to the pay item for TMSE? Or should the contractor add the cost of this overrun into the pay item amount?
    Areas that require "removal and replacement of unsuitable material" are at grade, i.e. existing ground elevation. Contractor may elect to removal and replace unsuitable material under the existing bridge structure with slope cut excavations. Although the contract documents illustrate a stage line, the site conditions do not restrict the contractor to vertical face excavations. Existing substructures with and without pile supports are shown on plans. Substructures without pile support are protected from undermining Temporary Soil Retention System. The contractor shall use their experience and expertise to determine if the Means and Methods require additional "Temporary MSE wall". "Temporary Mechanically Stabilized Earth Retaining Wall" is pay item 52200505. If the County determines need for additional TMSE, it will be paid for at the unit cost bid by the contractor, No adjustment for bid is provided for specific Means and Methods. (07/24/2026)

  • The STMS states that it is required south of Cherry Lane, north of Cherry Lane, south of IL RTE 38, and north of IL RTE 38. Assuming this is on Kirk Rd, it appears that south of IL Rte 38 and north of Cherry Lane would be in the work zone. Please advise as no other quantities or locations are given.
    The Smart Traffic Monitoring System is located on Kirk Road and the system is located on sheet 177 at Cherry Lane, This is a lump sum pay item and the exact location (north / south of Cherry and IL Rotue 38) for the placement of the advance signage associated with the pay item is to be determined in the field by the engineer based on actual field conditions. (07/24/2026)

  • The bottom of the sacrificial fascia line on the temp wire mse walls shows it level with the existing grade and not cut into the ground below the frost line. The SSRBC design criteria for temp wire walls does not note a 42" frost line requirement and other states also do not require this. Please confirm the temp wire wall will not be required to be installed 42" below existing grade. If a 42" excavation below the frost line is required, please adjust the sacrificia fascia line for the pay limits
    The concrete leveling pads shall have a minimum thickness of 6 in. and shall be placed according to Section 503. The top of the leveling pad shall be located at or below the theoretical top of the leveling pad line shown on the plans. The theoretical top of leveling pad line shall be 3 1/2 ft below finished grade line at the front face of the wall. The reduced section of the soil reinforcing system shall be sized to allowable stress levels at the end of a 36-month design life. Steel soil reinforcement and sacrificial fascia for TMSE walls need only be sized using a sacrificial steel thickness for the design life specified. The sacrificial fascia shall be within 3 in. from the plan offset at any location. This work will be paid for at the contract unit price per square foot (square meter) for MECHANICALLY STABILIZED EARTH RETAINING WALL, TEMPORARY MECHANICALLY STABILIZED EARTH RETAINING WALL. TMSE does not require frost depth bearing as required by MSE walls. (07/24/2026)

  • Per plan sheet 27 and 28 it is unclear what type of shoulder the guardrail on the left side of Kirk Road will be installed in. Please confirm that guardrail will be installed within an aggregate or soft surface.
    Aggregate shall be installed in the question location. (07/24/2026)

  • Please confirm who is responsible for installation and the cost of any UPRR Track crossings? If the contractor is to install as required, please provide the approved UPRR track crossing details.
    Per Article 11 of Exhibit E Public Highway Over Pass Agreement and Exhibit D Public Highway Overpass Agreement Railroad Coordination Requirements 1.20.C “The railroad does not allow temporary at grade crossings unless absolutely necessary and there is no alternative route available to contractor to access the project. Alternate plans should be considered to avoid crossing railroad tracks at grade. (07/23/2026)

  • On MSE Wall 03, there is temporary drainage shown on sheet 388. How is this being paid for?
    Please monitor the website for Addendum A. (07/21/2026)

  • Based on the Earthwork Quantities Summary charts and tables, there seems to be a discrepancy of the amount of Furnish Excavation needed for the project. Can IDOT please verify the correct amount of Furnish Excavation needed?
    An addendum will be issued. Please continue to monitor the website for an update. (07/21/2026)

  • It does not appear that the existing pavement sections on page 26, 29, and 30 are labeled correctly. Please clarify.
    The labels and materials are based on existing plans. (07/21/2026)

  • Plan sheets 349 and 410 indicate a substantial excavation at the existing abutments to remove and replace the unsuitable material. It would seem necessary to install temporary earth retention to complete this work during the first stage of the project. Should the contractor include the price for this scope of work in the "remove and replace unsuitable material" or will quantity be added to the "temp SRS" pay item?
    It's identified as Removal and Disposal of Unsuitable materials, and the means and methods shall be responsibility of the Contractor. (07/21/2026)

  • The Special Provisions Table of Contents is missing the items after page 397, please send out updated TOC for the remaining items.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications published online. (07/20/2026)

  • Can you confirm which work items are included under the concrete structures pay item at all four MSE walls? Additionally, can you confirm that the concrete superstructure pay item will not be used as a method of payment for any portion of the work?
    Anchor slabs and parapets are covered under the concrete structures pay items. All concrete superstructure work is included in the scope of work for the bridges. (07/16/2026)

  • Can ComEd's Relocation drawings be included as a reference for the purpose of estimating equipment locations and sizing?
    The most recent ComED plans (not approved) from February 2026 will be posted as Additional Information. (07/16/2026)

  • In the "Utilities to be adjusted" section of the Project specifications, Stage 1 shows various existing ComEd power poles to be relocated. The MSE Wall 3 drawings (Plan sheet 383) show existing aerial lines in conflict with notes stating "Ex. Aerial line to be relocated (See drainage and utilities plan)". The drainage plans sheets 106, 107, and 108 show the aerial lines in conflict, but do not show where they will be relocated to. Where will these lines be relocated to?
    ComED is anticipating relocating the aerial lines to the east ROW outside of conflicts with the roadway, structures, and walls. (07/16/2026)

  • Please provide a method of payment for furnishing and driving test piles for Steel HP14x117 detailed for structure 045-3134
    SN. 045-3134 (UPRR Bridge) requires Pile HP14x117. The SOQ has been updated with pay items and quantities for 521202100 and 51204100. The quantities for 51201900 and 51203900 have been revised. Please monitor the website for the addendum. (07/15/2026)

  • The earthwork quantity tables on plan sheets 35-40 seem to contain some errors. The stage 3 fill tables contain all 0's, but the table shows a total of 34,059 CY. On sheet 40, the summary table shows the total shortage to be 172,769 CY. The furnished excavation pay item quantity is 37,557 CY. Can the earthwork quantities on sheet 35-40 be reviewed and revised if necessary?
    The earthwork table for Stage 3 has been updated with the revised fill amount equal to 0 CY. The total furnished excavation quantity has been updated in the SOQ and the earthwork summary table. Please monitor the website for the addendum. (07/15/2026)

  • SP page 321, Section 2. Railroad Grants Rights. States the temporary construction area is granted for 12 months or until the project has been completed, whichever occurs earlier. The project is a two year project so this needs to be extended to the project completion, not 12 months. Did IDOT pay the RR $25,960.00 for this or this cost on the contractor?
    A supplemental agreement extending the terms of the Temporary Construction Easement with the UPRR was negotiated and is currently being approved by the Kane County Board. This supplemental agreement will be in place on 8/11/2026 before the Contractor receives NTP. Kane County has paid for the cost of the easement with the UPRR and also for the extension of that easement. (07/15/2026)

  • Stone Riprap Cl A4 is shown on the table on plan page 6 to be at the Reed Road and UPRR bridge but the BOM on both of those bridges shows Stone Riprap Class A2, please verify. Also please advise where the A4 113 sy is shown on the roadway drawings.
    The locations of A4 Riprap of 113 SY is indicated on the Landscaping Plans. A schedule has been included on sheet 34 of the plan set (Schedule of Quantities). The riprap on the BOM has been revised to A4 Riprap. The riprap on the BOMs have been updated to A4. Please monitor the website for the addendum. (07/15/2026)

  • The pay Items for the piling on the project include: Test pile steel HP14x89, and Furnishing steel piles HP14x89. The pile shown in the plans for structure 045-3134 is HP14x117. Will bid items be added for the different-sized piles and quantities re-adjusted?
    SN. 045-3134 (UPRR Bridge) requires Pile HP14x117. The SOQ has been updated with pay items and quantities for 521202100 and 51204100. The quantities for 51201900 and 51203900 have been revised. Please monitor the website for the addendum. (07/15/2026)

  • The Total Bill of Material for Concrete Structures (176.9 cy) on page 226 does not equal the Two Approaches B.O.M. (62.9 cy) on page 245 plus Abutments B.O.M. (144.0 cy) on page 254. Please verify if this should be 176.9 cy or 206.9 cy for structure 045-3186.
    The quantity for Concrete Structures on page 254 has been updated to 114.0 CY. The total bill of materials for 045-3186 should be 176.9 CY. Please monitor the website for the addendum. (07/15/2026)

  • For the MSE wall staining, the spec page 304 calls for (3) colors - buff, tan, brown. Will the grout lines be one of these colors or is to be raw concrete or cut in with a 4th color?
    It is anticipated that the grout lines will utilize one of the identified colors and to be verified by the RE / County. (07/15/2026)

  • Can the structural excavation limits be defined in the drawings as to show what is to be paid as "Structural Excavation" and what is to be paid as "Remove and Dispose of unsuitable material"? Plan sheets 368/ 369 indicate the entire area under MSE wall 2 is "removal and replacement of unsuitable material", but the summary of quantities indicates there is also a large quantity of structural excavation. Please clearly define the different types of excavation for all 4 of the MSE walls.
    Plans have been updated to clarify that walls 01, 02, and 04 require "Remove and Dispose of Unsuitable Material" and backfill. There is no additional structural excavation required to install the MSE walls. Wall 03 requires Aggregate Column Ground Improvement. At this location it is anticipated structural excavation may be required to construct the leveling pad. Please monitor the website for the addendum and the posting of the geotechnical recommendation as Additional Information. (07/15/2026)

  • I do not see trench backfill quantities within the drainage pipe tables. Will trench backfill numbers be provided for each pipe run?
    The trench backfill per pipe has been added to the drainage pipe tables - please monitor the website for the addendum. (07/15/2026)

  • Please provide existing structure drawings
    Existing structure drawings are included in the plans. Also see Available Reports special provision. (07/06/2026)

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
    $36,611,206.15 is within a reasonable approximation of the Estimate

  • 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: 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

  • 1320 D. Construction, Inc.
    1488 So. Broadway
    Coal City, IL 60416
    Phone: (815) 634-2555 Fax: (815) 634-8748 Email: bids@dconstruction.com

  • 2166 Granite Construction Company
    585 West Beach Street
    Watsonville, CA 95076
    1011 E Touhy Ave
    Suite 500
    Des Plaines, IL 60018
    Phone: (847) 919-8200 Fax: (847) 272-5930 Email: gmcivilestimating@gcinc.com
    $43,967,554.62

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net
    $42,975,039.58

  • 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
    $42,696,573.54

  • 3069 K-Five Construction Corporation
    999 Oakmont Plaza Drive
    Suite 200
    Westmont, IL 60559
    Phone: (630) 257-5600 Fax: (630) 257-6788 Email: estimating@k-five.net

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $41,672,610.40

  • 4482 OHLA Central, Inc.
    1011 Warrenville Rd. Suite 475
    Lisle, IL 60532
    Phone: No Record Fax: No Record Email: CentralEstimating@ohla-usa.com
    $37,919,789.42

Non Bidders

  • 9035 Geoquest USA, Inc
    1444 N. Farnsworth Ave
    #505
    Aurora, IL 60505
    Phone: (630) 898-3334 Fax: No Record Email: Alex.Abraham@geoquest-group.com

  • 3574 MYS, Incorporated
    (Pending Authorization)
    12416 S. Harlem Ave
    Palos Heights, IL 60463
    Phone: (708) 448-0983 Fax: (708) 448-8098 Email: estimating@mysincorporated.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 184.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 363.000
20100500 ACRE TREE REMOVAL, ACRES Base items 1.000
20101000 FOOT TEMPORARY FENCE Base items 500.000
20101200 EACH TREE ROOT PRUNING Base items 50.000
20101300 EACH TREE PRUNING (1 TO 10 INCH DIAMETER) Base items 50.000
20101350 EACH TREE PRUNING (OVER 10 INCH DIAMETER) Base items 50.000
20200100 CU YD EARTH EXCAVATION Base items 6,752.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 1,913.000
20300100 CU YD CHANNEL EXCAVATION Base items 150.000
20400800 CU YD FURNISHED EXCAVATION Base items 138,710.000
20800150 CU YD TRENCH BACKFILL Base items 2,353.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 7,730.000
21101505 CU YD TOPSOIL EXCAVATION AND PLACEMENT Base items 1,513.000
21101625 SQ YD TOPSOIL FURNISH AND PLACE, 6" Base items 29,125.000
21301072 FOOT EXPLORATION TRENCH 72" DEPTH Base items 100.000
25000100 ACRE SEEDING, CLASS 1 Base items 0.250
25000210 ACRE SEEDING, CLASS 2A Base items 2.500
25000300 ACRE SEEDING, CLASS 3 Base items 1.750
25000314 ACRE SEEDING, CLASS 4B Base items 0.250
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 249.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 249.000
25100645 SQ YD WILDLIFE FRIENDLY EROSION CONTROL BLANKET Base items 33,754.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 5.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 542.000
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28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 413.000
28200200 SQ YD FILTER FABRIC Base items 4,300.000
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 19,814.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 26,454.000
31101100 CU YD SUBBASE GRANULAR MATERIAL, TYPE B Base items 640.000
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35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 1,263.000
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40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 2,843.000
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42000080 SQ YD PAVEMENT CONNECTOR (PCC) FOR BRIDGE APPROACH SLAB Base items 1,033.000
42000501 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 10" (JOINTED) Base items 22,557.000
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42400800 SQ FT DETECTABLE WARNINGS Base items 33.000
44000100 SQ YD PAVEMENT REMOVAL Base items 10,608.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 4,586.000
44200050 SQ YD WELDED WIRE REINFORCEMENT Base items 296.000
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50105220 FOOT PIPE CULVERT REMOVAL Base items 170.000
50157300 SQ YD PROTECTIVE SHIELD Base items 1,389.000
50200100 CU YD STRUCTURE EXCAVATION Base items 9,121.000
50200450 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL FOR STRUCTURES Base items 19,062.000
50300225 CU YD CONCRETE STRUCTURES Base items 1,987.500
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 1,353.900
50300285 SQ FT FORM LINER TEXTURED SURFACE Base items 52,049.000
50300300 SQ YD PROTECTIVE COAT Base items 5,493.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 880.500
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50401335 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE BEAMS, IL54N Base items 122.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 908,900.000
50800515 EACH BAR SPLICERS Base items 2,777.000
50901739 FOOT BRIDGE FENCE RAILING, CURVED Base items 123.000
51201900 FOOT FURNISHING STEEL PILES HP14X89 Base items 3,992.000
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51204100 EACH TEST PILE STEEL HP14X117 Base items 2.000
51204650 EACH PILE SHOES Base items 76.000
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54213663 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" Base items 1.000
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55100700 FOOT STORM SEWER REMOVAL 15" Base items 254.000
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63200310 FOOT GUARDRAIL REMOVAL Base items 671.000
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70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 730.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 1,460.000
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70307210 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- TYPE IV TAPE Base items 229.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 4,000.000
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70600251 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 2.000
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72000100 SQ FT SIGN PANEL - TYPE 1 Base items 125.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 2.000
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78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 9.000
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78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 4,929.000
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80400200 L SUM ELECTRIC UTILITY SERVICE CONNECTION Base items 1.000 $10,000.00
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81028240 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA. Base items 892.000
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81702130 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 6 Base items 3,086.000
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83057435 EACH LIGHT POLE, WOOD, 80 FOOT, CLASS 3, WITH 15FT MAST ARM Base items 4.000
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89502376 EACH REBUILD EXISTING HANDHOLE Base items 1.000
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K0013000 UNIT PERENNIAL PLANTS, PRAIRIE TYPE, 2" DIAMETER BY 4" DEEP PLUG Base items 24.000
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K0029634 POUND WEED CONTROL, PRE-EMERGENT GRANULAR HERBICIDE Base items 36.000
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X1400101 L SUM NETWORK CONFIGURATION Base items 1.000
X1400102 FOOT OUTDOOR RATED NETWORK CABLE Base items 1,949.000
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X1400217 EACH TERMINATE FIBER IN CABINET Base items 2.000
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X1400378 EACH PEDESTRIAN SIGNAL POST, 5 FT. Base items 4.000
X1400403 EACH LUMINAIRE REPLACEMENT SPECIAL Base items 15.000
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X1800003 CU YD PLANTING SOIL MIX FURNISH AND PLACE Base items 217.000
X1800026 EACH STONE OUTCROPPING Base items 20.000
X2000001 UNIT WEED CONTROL, NATIVE LANDSCAPE REMEDIATION Base items 21.000
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X550A612 FOOT TEMPORARY STORM SEWER 12" Base items 90.000
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Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 2,000.000 $15.00
No More Pay Items

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