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February 27, 2026 Letting 12:00 PM
093-62R23

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

Bulletin Description

(2,215.87-Ft) Replacement of the Des Plaines River Bridge including the realignment and reconstruction of the mainline pavement, cross-road reconstruction, enclosed storm sewer system with drainage structures, detention ponds, earth excavation and embankment grading, retaining and noise abatement walls, barrier and moment slab construction, bridge replacement, roadway lighting, ITS implementation, erosion and sediment control, landscaping, traffic control and protection, navigation lighting, traffic signals, detour routing, building removals, pavement marking and signing located in the City of Joliet in Will County.
Region District DBE % VBP % Federal Project #
1 1 0.00 0.00 NHPP8PC1(116)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Will
  • FAI 80
  • I-80
  • FAI 80 21 STRUCTURE 2
  • C-91-110-22
  • 1-77247-6600
  • 1-77247-6603
Contract Specifics
A mandatory pre-bid meeting will be held on Friday, February 6, 2026 at 10:00 AM in the Holiday Inn Joliet Southwest & Rock Run Convention Center at 1471 Rock Creek Boulevard, Joliet, IL 60431. Location Notes - D1. Meeting Description - This will be an opportunity for all engaged parties to meet and discuss issues of mutual interest.   A short formal presentation will be given. The pre-bid meeting is mandatory for all potential prime contractors interested in bidding. Registered subcontractors are encouraged to attend.
. The meeting will begin at 10:00 AM at which time, after a final call for everyone to sign in, the sign-in sheets will be copied. Attendees who show up after the presentation is underway will not be allowed to sign-in thereby not being considered in attendance. Failure on the prime contractor's part to attend will cause the contractor's request for authorization to bid to be denied.
Project Labor Agreement
Completion Date: October 31, 2028 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (114 Submitted / 112 Answered ) Questions not accepted as of February 17, 2026 04:30 PM.

  • Are there Drainage Pipe and Drainage Structure Schedules available? Also, for Water pipe and structures? In the past we have seen the Structure Number with description, alignment, station, offset, direction, Proposed Rim Elevation, Inverts, Pipe connections, comments and trench back fill quantities.
    All of the pertinent Pipe and Structure information listed is shown on the respective Drainage & Utility Plan sheets. (02/20/2026)

  • The special provision for Engineer's Field Office, Type A (D1) was re-issued in Addendum A to state that the contractor shall take over the lease for the Resource Center that is currently held by Contract 62R89. Please provide the monthly costs associated with taking over this lease so they can be incorporated into our proposal.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/20/2026)

  • Reference sheet 349/1230 Temporary Soil Retention system shown for work associated with Junction Chamber 3 & 4 and SS-2320 6'Wx2'H RCBC. Please provide Dimensions and SF quantity for TSRS. How will the Temporary Soil Retention System be paid for?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (02/20/2026)

  • We recognize a need for a temp soil retention system on the West Side of the box culvert along Route 6. Please provide details and quantities for this work.
    An addendum will be issued to address this question. If you have any questions, please let me know. (02/20/2026)

  • Part 2: An add boring BSB-103 is located roughly 120' to the NE of BSB-011 and shows a Grnd Surf Elev. of 522.12. BSB-012 is shown to be located adjacent col 4 and lists a Grnd Surf Elev. of 517.78. Sheet S-288 appears to depict exist grnd surf elev that slopes down from roughly Elev. 527.0 at Col 1 to 521.0 at Col 4. Borings BSB-103 and BSB-012 show existing grnd is much lower than what is shown on sheet S-288. Please confirm the existing grnd elevs at each col/drilled shaft for Pier 5 WB.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/20/2026)

  • Part 2: ...cannot be utilized as mooring for barges, boats, and other river equipment not directly involved with this project. Please confirm locations and lengths along the floodwalls on both sides of the river for areas which are dedicated for use by the Contractor.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/20/2026)

  • Part 1: The existing floodwalls on both banks of the Des Plaines River are currently utilized as mooring locations for barges, tug boats, and other marine equipment at locations beneath the existing I-80 bridges as well as both up river and down river of the existing bridges. We do not see any notes in the plans, specifications, permits, etc. which specifies if any portion of the floodwalls are dedicated for use only by the Contractor and ...
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/20/2026)

  • Reference Pay Item X0301423 NOISE ABATEMENT WALL, GROUND MOUNTED. This portion of ground mounted noisewall was added in Addendum A under Contract 62F94, which bid 1/16/2026. Please confirm this contract 62R23 is to include pay item X0301423 NOISE ABATEMENT WALL, GROUND MOUNTED.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/20/2026)

  • Has IDOT started/completed the process to receive the CSX Railroad permit or is this to be done by the Contractor upon reward of contract? What would be the anticipated timeline to get the permit? Please advise.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/20/2026)

  • The Contractor requests identification of any load restrictions, stability concerns, or construction limitations associated with the existing wall structure located adjacent to the Des Plaines River within the project limits.
    It will be the contractor's responsibility to avoid impacting the existing wall structure in its present condition. The contract plans and special provisions indicate that methods must be used which avoid placing load directly onto the existing wall structure along the river. (02/20/2026)

  • The Contractor requests confirmation whether IDOT or any other entity has performed or commissioned any structural integrity review of the existing wall structure located adjacent to the Des Plaines River, in connection with this project.
    No specific studies were performed on the existing wall structure associated with this construction project. Please note that the existing flood walls are under the jurisdiction of the US Army Corp of Engineers. (02/19/2026)

  • The Contractor requests confirmation whether the existing wall structure, located adjacent to the Des Plaines River within the project limits, is intended to remain in place without modification or to be protected during construction.
    The existing wall structure, located adjacent to the Des Plaines River within the project limits, is intended to remain in place without modification. The wall must be protected during construction. If damaged, any needed repairs or replacement of the wall must be paid for at the Contractor's expense. (02/19/2026)

  • Will railroad flagging be required? If so, how will these be paid?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/19/2026)

  • The Contractor requests copies of any as-built drawings, original design drawings, or rehabilitation drawings for the existing wall structure located adjacent to the Des Plaines River within the project limits.
    No additional as-built, original design, or rehabilitation drawings will be provided for bidding purposes. Bidders shall rely solely on the plans, specifications, and contract documents issued for this project in preparing their bids. Existing records may be made available to the successful contractor after award for informational purposes only. (02/19/2026)

  • Please clarify the MOT Typical Section Stage 3 - Substage shown on plan page 176. The Limits of Barrier Wall extend to Station 711+00 on this page. On Stages following Staging the limits stop at Station 705+00 while Barrier Wall is shown on the plans in Shaded areas. Please clarify if the shading on the plans is incorrect excluding work past 705+00. Or should Substage - Stage 3 stop at 705+00?
    The respective MOT plan sheets have moved to contract 62F94. This work is no longer part of contract 62R23. This was included as part of addendum #1. (02/19/2026)

  • Reference Drawing 584. Please confirm the existing aerial utility lines running adjacent to Duncan St will be removed/relocated prior to Bridge Construction.
    Based on the location of the proposed bridge piers it's expected that the utilities along Duncan Street will be removed/relocated prior to beginning certain segments of the proposed bridge. This work will be coordinated with the respective utilities as indicated in the plans and special provisions. (02/19/2026)

  • The contractors are unsure of steel fabrication schedule. If the strand jacking of the main span girders require added stiffeners, how can these be added to the delivered steel?
    Since the fabrication of the structural steel is currently underway, any additional steel elements required per the contractor's erection plan and procedures would need to be furnished separately by the contractor and field installed. (02/19/2026)

  • Does the MSE wall require any field applied stain?
    The MSE walls do not require any field applied stain. (02/19/2026)

  • Reference Drawing 586 Note 06. Note 06 calls for fascia beam areas that have received metallizing shall be painted. Please confirm metallized fascia beams shall be field painted. Please confirm fascia painting is limited to 10' ft out at each deck joint. Please identify deck joint locations.
    Yes, per the referenced note, fascia beams shall be field painting within 10 ft of each deck joint per the notes. Deck joints at the steel units are at the W. Abutment WB & EB, Pier 2 WB & EB, and Pier 5 WB & EB. (02/18/2026)

  • Reference Sheet 586 Note 06. Please confirm the deck joints are only at the west abutment, pier 2 eastbound & westbound, and pier 5 eastbound & westbound.
    Deck joints at the steel units are at the W. Abutment WB & EB, Pier 2 WB & EB, and Pier 5 WB & EB. (02/18/2026)

  • Reference Sheet 586 Note 06. The note states metallizing of all bridge steel "within a distance of 10 ft. each way from deck joints". Please specify deck joint locations by piers and abutments.
    Deck joints at the steel units are at the W. Abutment WB & EB, Pier 2 WB & EB, and Pier 5 WB & EB (02/18/2026)

  • Reference Pay Items X0323611 and X0323612 - Fire Protection Systems. Please confirm the fire suppression pipe is to have a shop applied paint coating.
    Per the special provision, the contractor shall submit a copy of their paint and coating systems they plan to use. Where applicable, shop applied painting may be permissible. Certain locations, such as within 20-ft of fire department connections must be painted red, including all couplings and fittings. Also, brackets, supports, and connections to piers are to be painted per the special provision. Field painting may be required for field touch-ups after final installation and commissioning. (02/18/2026)

  • Page 348-349 The Boxes on proposed drainage and utility plan showing each ss structure list TBF = - CY. Please provide.
    The Trench Backfill quantity for these box culverts are covered in the SOQ under the Pay item 50200100 Structure Excavation. Further details of the quantities will be provided as part of the quantity books to be provided at a later date. (02/18/2026)

  • For the triple run of 6x2, 3-sided PCBC: A. What is the radius of the curved portion of this triple run? B. What is the length of this curved portion? This info becomes critical if we are to cast 3-sided PCBC sections that will fit properly within the precast base prescribed.
    The Contractor should refer to sheet 59 which shows the radius and PT station of US-6, and sheet 387 which shows the stations of the junction chambers. (02/18/2026)

  • On sheets 577 and 802 the camera mounting brackets are to be supplied and installed by the 62R23 contractor. Is it permissible to field drill the Girder in order to attach the bracket?
    No exceptions to field drilling holes in the web of the exterior girders to attach the camera mounting brackets. (02/18/2026)

  • Is the Trench backfill being paid under the Box culverts pay item, or is it being paid under 20800150?
    The Precast Concrete Box Culvert (Special) special provision references Section 540. Under Section 540 the excavation and backfilling are referenced to Section 502. The backfilling is included in the item 50200100 Structure Excavation. (02/18/2026)

  • Reference Drawings 777,778, 788-793. For the structural steel girders being fabricated and delivered in a separate contract, please confirm all the structural steel girders will be delivered in the Upright vertical position. If the steel is being delivered horizontally, it will add cost to this contract to unload the steel girders.
    Per Art. 505.07 of the standard specifications, "Fabricated beams and girders shall be handled, stored, and shipped in an upright and final erection position unless otherwise approved by the Engineer." (02/18/2026)

  • Considering the temporary causeway excavation of unsuitable material, below the mudline in the river, will be paid for as NON-SPECIAL WASTE DISPOSAL, will the temporary aggregate material used to build the causeways also be paid for as NON-SPECIAL WASTE DISPOSAL, when the aggregate is removed at the end of the project?
    The removal of all temporary material used to build the causeway will not be paid for as NON-SPECIAL WASTE DISPOSAL. (02/18/2026)

  • Reference Drawing 584. Note the Boxed out permanent easement area adjacent to and North East of proposed Pier 5WB. Please clarify if Contractor will have access to this area during construction for steel erection and pier construction.
    The location in question, parcel 1P10123PE shown on Sheet 413, will be available to the Contractor for steel erection and pier construction. (02/18/2026)

  • Will the trench backfill for the drainage structures be paid under 20800150?
    Granular backfill around standard drainage structures, such as manholes and catch basins, are incidental per the IDOT standard specs. (02/18/2026)

  • Part 2: Please confirm that determination of soil and rock types in this area will be at the discretion of the Contractor and their design professionals and not at the discretion of CSXT or the project Owner.
    The Contractor will be responsible for the US 6 temporary soil retention system design. The specific details and quantities are included as part of Addendum #2. The work shall accommodate this information as well as the respective specifications. (02/18/2026)

  • Part 1: The excavation for the box culvert and other structures located beneath US-6 will require excavation in soil and rock which will require temporary soil retention system(s) located within the CSXT Railroad R.O.W. and also within the CSXT Theoretical Live Load Influence Zone.  Temporary Soil Retention System designs are the responsibility of the Contractor and the required design professionals as noted in various OSHA, AREMA, DOT specifications.
    The Contractor will be responsible for the US 6 temporary soil retention system design. The specific details and quantities are included as part of Addendum #2. The work shall accommodate this information as well as the respective specifications. (02/18/2026)

  • The traffic control that remains in place is that only for the mainline I80.
    Traffic control is not expected to remain in place beyond the duration of the contract. (02/18/2026)

  • Reference Drawing 602. Please confirm both the temporary shoring towers and any potential crane locations for steel erection can not enter the prop. permanent easement of the CSX RR as shown on Drawing 602.
    The Contractor may enter the property. All construction activities on the RR's ROW are subject to the review and approval of CSX; However, there is a minimum of 15' lateral clearance where no construction activity can take place without some "additional" scrutiny, coordination and approval of contractor's means & methods by CSX. Demolition, erection and all construction activities on the RR's ROW must be reviewed and approved by CSX. (02/18/2026)

  • Pay items do not include the pipe bends or fittings. Typically we see separate pay items for 90 degree bends, 45, etc. How will the pipe fittings be paid? Reference Water and Sewer pay items.
    The watermain specifications indicate that payments for the pipe fittings are included in the cost of the respective pipes. (02/18/2026)

  • These was a previous question about the quantities on sheets 857-868 that was responded to about the elimination of the noise wall. I believe the original question was regarding the quantities for the concrete structures. Please review the plan quantities for the concrete structures at piers 3 & 4 and make an adjustment to the bid quantity if necessary.
    The quantities for Pier 3/4 were updated and included as part of Addendum A. (02/18/2026)

  • Reference sheet 4 of 1230, drainage notes #4: it is mentioned "an approximate quantity of rock excavation based off plan borings is shown in the drainage schedules"... Contractor requests the drainage schedules.
    The rock excavation quantities are included as part of the SOQ sheets. A detailed quantity book will be provided to the Contractor for reference at a later date. (02/18/2026)

  • The power lines and poles from station 226+00 to 229+50 on the West Side of US 6 would be in conflict to install the box culvert and a temp soil retention system. Please confirm these lines are to be relocated or de-energized for this project.
    No aerial utility conflicts are expected with the temporary soil retention system. Please note that there is one location where the aerial line is crossing the Junction Chamber and the TSRS. The horizontal separation is approximately 2.5' between the aerial pole and TSRS. (02/18/2026)

  • Can the shop drawings for the structural steel that has already been procured under a separate contract be provided to the bidders?
    Shop drawings will be provided to the contractor after the contract is awarded. (02/17/2026)

  • Will shop drawings for the steel girder fabrication previously let on the advanced steel fabrication contract be made available to bidders?
    Shop drawings will be provided to the contractor after the contract is awarded. (02/17/2026)

  • On sheet 348 of the plans, the layout of the triple run of 6x2 PCBC Special appears to be in an arc. Can you tell us what is the radius of this arc? And, where the arc begins and ends? Also, does IDOT have in mind a method to attach the precast bases for the triple, double and single runs of 6x2 PCBC Special?
    A portion of the PCBC special between Junction Chamber 1 & 2 is on a curve. Please refer to sheet 59 which shows the radius of US-6 and PT station. The precast bases shall be attached in a manner that satisfies the special provisions, plans, and the ASTM C1577 standard. (02/17/2026)

  • sheet 768 shows the detail for the interior cross frames with bolts that connect the gusset plates to the cross frame angle members. these bolts could possibly be shop installed and fully tightened, to make the cross frame a complete assembly similar to other cross frames that have these connections shop welded or they could be field installed bolts. Please advise as to which it is, as these are supplied under a diffident contract and are presumably detailed and fabricated at this point..
    Question applies to sheet 786 (not sheet 768), please note that the gussets plates will be full shop assembled tightened and will have end welds. Refer to Note 7. The cross frames will be shipped as an assembled unit. (02/17/2026)

  • The power lines and poles at station 229+50 that crosses US 6 would be in conflict to install the box culvert and a temp soil retention system. Please confirm these lines are to be relocated or de-energized for this project.
    ComEd's aerial line at Sta. 229+50 shall remain in place. The Contractor shall coordinate with ComEd regarding any necessary de-energizing and/or protective measures during construction. (02/17/2026)

  • Addendum A added a specification for the DES PLAINES RIVER SURVEY, and notes in the DURING-CONSTRUCTION SURVEY that we are to perform interim surveys at the frequency required as directed by the Engineer and in coordination with the USCG and USACE. This could lead to endless interim surveys. Please provide a quantity of interim surveys to be included with our bid.
    A minimum of one DURING-CONSTRUCTION SURVEY is required. Additional surveys will be needed to address changes in field conditions or as directed by the Engineer. (02/17/2026)

  • For the DES PLAINES RIVER SURVEY work, there is no indication on the size of the area to be surveyed. Please provide a drawing with dimensions, or other clear indication on the specific area of the Des Plaines River that is to be included for each of the three different types of surveys that are required for pre-construction, during-construction, and post-construction survey.
    The area to be included as part of the DES PLAINES RIVER SURVEY can be found on drawing no. 150. The survey limits extend from the northernmost causeway limits of disturbance to the southernmost causeway limits of disturbance, which stretches across the river bed from the west bank to the east bank of the Des Plaines River. (02/17/2026)

  • For the DES PLAINES RIVER SURVEY work, there is no indication on the size of the area to be surveyed. Please confirm the area to be surveyed is only required in the footprint of the new bridge structures and does not include any survey in the area of the existing bridge structures.
    The DES PLAINES RIVER SURVEY work will accommodate the footprint of the proposed Des Plaines River Bridges (causeway disturbance limits). The work does not include the existing bridges. (02/17/2026)

  • Roadway/drainage work on US-6 will require a temp soil retention system due to the CSX railroad zone of influence. Please provide design information for the temp soil retention system.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (02/17/2026)

  • "Cofferdam style" Temporary Soil Retention System may not be feasible for culvert installation along us-6. Please confirm other shoring methods will be accepted.
    A cantilevered sheet piling design is not feasible due to the shallow rock. Shoring methods shall be designed per the Contractor as outlined in Section 522 of the Standard Specifications for Road and Bridge Construction. An addendum will be issued to address this question. Please continue to monitor the website for an update. (02/17/2026)

  • Sheet Piling Temporary Soil Retention System may not be feasible for culvert installation along US-6 due to rock elevations. Please confirm other shoring methods will be accepted.
    A cantilevered sheet piling design is not feasible due to the shallow rock. Shoring methods shall be designed per the Contractor as outlined in Section 522 of the Standard Specifications for Road and Bridge Construction. An addendum will be issued to address this question. Please continue to monitor the website for an update. (02/17/2026)

  • Part1:No geotech info has been provided for the subsurface material in the direct vicinity of the compensatory storage box culvert and assoc structs located below US-6. Based on info shown on the cross sections for US-6 (Sheet No. 1186 thru 1193), installation of the box culvert and assoc sewer pipe and structs will require rock excavation. OSHA 1926 Subpart P App A defines STABLE ROCK as a "natural solid mineral matter that can be excavated with vertical sides and remain intact while exposed.
    The bedrock in the area is stable, and it is assumed that vertical sides can be cut. (02/17/2026)

  • Part2: Additionally, Table B-1 in OSHA Subpart P App B shows that STABLE ROCK can be excavated with vertical (90 degree) slopes. Please confirm that rock excavation for the box culvert and other structures connected to the box culvert can be accomplished with use of vertical slopes.
    The bedrock in the area is stable, and it is assumed that vertical sides can be cut. (02/17/2026)

  • Temporary Soil Retention System(s) will be required for the box culvert and associated structures beneath US-6. Please confirm that if stable rock is encountered during rock excavation that it can be excavated with vertical slopes and will not require temporary retention system(s) if the rock meets the applicable OSHA requirements to be considered "stable rock."
    An addendum will be issued to address this question. Please continue to monitor the website for an update. Below the temporary soil retention system, the bedrock in the area is stable, and it is assumed that vertical sides can be cut into it. (02/17/2026)

  • There are existing Fiber Optic lines that are shown in conflict with the proposed box culvert and junction boxes on US 6. Are these to be relocated outside of the zone needed for construction activities?
    Removal and relocation plans for the fiber optic line are shown in the ITS Removal Plans and ITS Infrastructure Details Plan, located on Sheets 543 through 555 of the plan set. (02/17/2026)

  • Grooved connections are being used on the fire standpipe. Can the Victaulic Style 257C for ductile iron pipe be used as an acceptable or equal expansion joint? https://assets.victaulic.com/assets/uploads/literature/23.17.pdf
    All expansion joints shall be designed and selected to accommodate thermal and bridge expansion without damaging the bridge, standpipe, or any pipe guide or anchor point. Thrust balanced expansion joints are preferred to limit any activation forces that are generated in the filling and operation of the standpipe system. Anchor point force calculations shall be performed on the entire standpipe system, anchor point loads shall not exceed 5,000-lbs. If any standpipe anchor points exceed 5,000-lbs. alternate anchor point design is required. If the proposed alternate, Victaulic Style 257C, can accommodate the required movement, calculations shall be provided validating the substitution. Additional guides and/or pipe supports shall be provided as required per manufacturer installation instructions. Minimum expansion shall not be less than 4". (02/17/2026)

  • Please provide dates for when the fiber optic lines on US Route 6 are to be relocated or abandoned to allow for installation for the box culvert.
    This fiber optic line is owned by IDOT and needs to be coordinated as such. The Contractor will be responsible for dictating the duration of the relocation as they will be responsible for removing and installing the fiber optic line per sheets 544-546 & 549-553. (02/17/2026)

  • This no Geotech information provided for the box culvert work on Route 6. Top of Rock Elevations are shown on the cross sections. Please provide how top of rock elevations were determined.
    Boring logs are available in the additional information folder. (02/17/2026)

  • Reference Track and ground monitoring special provision page 231. Per this pay item, track and ground monitoring is incidental to junction chambers and precast concrete box culvert (special). This spec also states that track and ground monitoring should be performed during 6 other operations associated w/installation of bridge piers. How will the track and ground monitoring be paid while these non-drainage system operations are being monitored? X1200254, X1200299, X1200214, X5403002, X1200087.
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/17/2026)

  • The TEMPORARY FACILITIES INSTALLED BY CONTRACTOR special provision included in Addendum A states the material to be used in the proposed river causeway to be Granular Embankment according to Article 206.02. The Floodwall Technical Memo from WSP issued under the Additional Information folder of Plans and Special Provisions states clean Stone Class A4 Riprap to be used. Please clarify which material type will be required to be used for the river causeway construction.
    The material for the causeway shall be granular embankment per the special provision included in Addendum A. (02/17/2026)

  • Reference Drawings 944-945. For the bottom flange strengthening, Drawings indicate new 1/2" x 1'6" plates. Can the plate length be determined by Contractor? Or must the plate length be one piece as indicated on Drawings 944-945.
    The contractor may submit alternative plate lengths for approval by the Engineer if warranted by field verifications/measurements. (02/17/2026)

  • Please provide borings for the soil and rock conditions for the box culvert work on Route 6. There is no information in this area to design a temp soil retention system.
    The boring logs are available in the additional information folder. (02/17/2026)

  • We recognize a need for a temp soil retention system on the East Side of the box culvert along Route 6. Please provide details and quantities for this work.
    An addendum will be issued to address this question. If you have any questions, please let me know. (02/17/2026)

  • We recognize temporary soil retention system along US-route 6 will be needed beyond the amount shown on the plans. The amount shown on the plans is also not captured in the Schedule of Quantities. How will Temporary Soil Retention System for culvert installation along US Route 6 be paid.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (02/17/2026)

  • Reference Drawing 609. Drawing 609 notes the possible use of a barge to erect the structural steel between piers 3 and 4. Please advise if any IDOT property is available to the Contractor, along the Des Plaines River, to load the structural steel onto the barge. If so, please advise the location and approximate area Contractor is allowed to use.
    The Department owns property along the Des Plaines River where the Contractor will be permitted to load structural steel onto the barge. Locations will be clarified in a document uploaded as additional information. Please continue to monitor the website for an update. (02/13/2026)

  • The special provision for Precast Concrete Box Culvert (Special) that was added in Addendum A states that this applies for the dual precast concrete box culvert. Is the spec supposed to apply for the single and triple precast concrete box culvert as well?
    The special provision shall apply to single, double, and triple box sections and is noted that it is paid for along the centerline of the overall structure and not paid for separately for the individual precast barrel sections and/or precast base section. (02/13/2026)

  • Reference pay item X1200087 Junction Chamber no 1, X1200214 Junction Chamber no 2, X1200254 Junction Chamber no 3, X1200299 Junction Chamber no 4, X5403002 Precast Box Culvert (Special). Can these Precast structures be cast in more than one piece?
    The precast structures may be cast in more than one piece if they meet the openings shown as part of the plans, comply with the special provisions, the referenced standard specification articles within it, and subject to approval by the Engineer. (02/13/2026)

  • Reference pay item X0488100. Response to Question on 2/4/26 indicated the location for these septic removals are buildings 7 & 13. Both buildings have been removed from contract however pay item X0488100 was not removed in the 2/10/26 addendum. Will this pay item be removed? If that answer is no, where are the 2 septic removals?
    Buildings #7 & #13 have not been removed from the contract. (02/13/2026)

  • Please Provide Completion Dates for Stage 2
    The completion date for stage 2 work is 5/31/2027. (02/13/2026)

  • Since the roadway work on US-6 is within the CSX railroad live load zone of influence, will a temp soil retention system be required to construct the roadway/drainage?
    A temporary soil retention system along US Route 6 is required and included as part of contract 62R23. An addendum will be issued to address this work. Please continue to monitor the website for an update. (02/13/2026)

  • Reference pay items: X1200087 Junction Chamber no 1, X1200214 Junction Chamber no 2, X1200254 Junction Chamber no 3, X1200299 Junction Chamber no 4. Are these structures to be cast in place concrete or precast concrete?
    The Junction Chambers may be either cast-in-place concrete or precast concrete. Due to their size, it was the designer's intent that they would be cast-in-place. (02/13/2026)

  • Is the River Street detour still part of this job?
    The River Street detour is part of the contract. A portion of River Street is being reconstructed, which includes a new portion to connect to Lucas Street. The Contractor will need to provide a detour to reroute traffic during construction. (02/13/2026)

  • The Contractor requests identification of the Owner of the existing wall structure located adjacent to the Des Plaines River within the project limits. Will the Owner/IDOT permit pre-construction survey of the wall?
    Based on available information, the existing floodwalls are owned by the United States Army Corps of Engineers (USACE). The Contractor may perform a pre-construction survey after contract award at the Contractor’s expense and subject to coordination with the Engineer and the Owner. (02/13/2026)

  • For the 6x2 PCBC Special Design and for the precast bases, for the reinforcing areas shown on the plans, is this area required in both directions?
    Reinforcing areas represents the required area of WWR and shall be applied to both directions. (02/13/2026)

  • Reference Drawing 586 note 6. Note 6 indicates "Fascia beam areas that have received metallizing shall be painted..." Please confirm the fascia girders along girder lines W1, W10, E1 and E8 are considered the fascia girders.
    Fascia girders for Unit 1 are girder lines W1, W10, E1, and E8, and fascia girders for Unit 2 are girder lines W1, W8, E1, and E8. (02/13/2026)

  • Reference Drawing 609. Drawing 609 indicates the use of jacking systems. The Contractor may use a jacking system to erect the structural steel similar to what is shown on Drawing 609. Please provide the weight of structural steel assembly to be hoisted by the jacking system.
    The weight of the assembly to be lifted will be dependent upon the specific erection plan developed by the contractor. Please refer to the structural steel details for the units over the river provided on sheets S-207 thru S-221. (02/13/2026)

  • Reference Drawing 583. There is an existing CSX Railroad in proposed Span 1. For bidding purposes, please provide the following: 1. Is there any railroad shutdowns available? If so, please provide the duration of the shutdown and number of shutdowns. 2. Please Provide the Number of trains per day? 3. Please confirm the crane lift capacity must be 150% over the CSX railroad.
    1. Is there any railroad shutdowns available? If so, please provide the duration of the shutdown and number of shutdowns. Answer: There are no pre-planned or predetermined railroad shutdowns. Train operations will in most cases continue uninterrupted. Track windows needed to demolish the existing structure and/or erect the proposed structure will have to be coordinated with CSX during construction. 2. Please Provide the Number of trains per day? Answer: According to the ICC website, there are a total of 7 trains per day with a maximum timetable speed of 20 mph. 3. Please confirm the crane lift capacity must be 150% over the CSX railroad. Answer: Contractor is urged to read the CSX special provisions included in the contract special provisions and/or confirm with CSX by contacting them directly or going on their website if necessary. They can also contact CSX's engineering consultant: Fitzsimons, Gregory gfitzsimons@benesch.com for additional information. (02/13/2026)

  • Addendum A increased the estimated amount allowance for item 80400200 (ELECTRICAL UTILITY SERVICE CONNECTION) from $10,000 to $20,000. This change was not reflected in the electronic bidding system iCX. At the moment, the Contractor will need to submit $10,000 for this item.
    This will be updated in the system. Please continue to monitor the website for an update via an addendum. (02/13/2026)

  • The Contractor requests identification of any known maintenance responsibility agreements or intergovernmental agreements related to the existing wall structure located adjacent to the Des Plaines River within the project limits.
    The Department does not have knowledge of any maintenance responsibility agreements or intergovernmental agreements related to the floodwalls except that the floodwalls are owned by USACE. The Contractor will be responsible for preventing damage to the floodwalls during construction and repairing any such damage at the Contractor’s expense in accordance with the terms of the Section 408 permit. (02/13/2026)

  • Reference Drawing 609. Drawing 609 notes the use of a barge and jacking system to install the structural steel between piers 3 and 4. To do so, Des Plaines River traffic will have to be closed for construction. The specifications and drawings do not indicate how many Des Plaines River shutdowns, nor the duration of a shutdown the Contractor may utilize. For bidding purposes, please provide the number of Des Plaines River Shutdowns allowed, and the duration of each shutdown allowed.
    Once the Contractor develops the timeline for their construction phasing, then it is their responsibility to coordinate with the USCG District 8 for any closure/shutdown dates. (02/13/2026)

  • Part 1: Sheet S-288 shows information related to Pier 5 WB and depicts the existing ground line and provided some elevations for it ranging from 521.0 to 527.0. The Structural Geotechnical Report provided by GSG Consultants includes several borings that are located in the direct vicinity of Pier 5. BSB-011 is shown to be located at the northern end of Pier 5 WB adjacent Column 1, but there is no boring log provided for BSB-011.
    The SGR has boring BSB-12 provided for Pier 5 WB. Boring BSB-11 was not taken due to site access. Subsurface information is based on boring BSB-12 (02/13/2026)

  • Reference Drawings 607-609. Temporary pier brackets may be required for the structural steel erection, similar to what is shown on drawing 607-609. Please confirm Contractor may install empty ducts through the pier cap, for any temporary through bolts, that may be needed to support the temporary pier brackets. The empty ducts can be filled with grout once pier brackets are no longer required.
    The Contractor may elect to use brackets and/or supports as required by their structural steel erection plan to be prepared and sealed by a Licensed Structural Engineer in Illinois and in accordance with the Erection of Complex Steel Structures Spec. Provision, plan and standard specification requirements, and any applicable codes. The use of empty ducts would need to be approved by the IDOT Bureau of Bridges and Structures as part of the falsework plan required within the erection plan. (02/13/2026)

  • Reference Book 3 Specifications. The specifications do not indicate any navigable waterway width that must be maintained during construction. For bidding purposes, please provide the minimum width in the Des Plaines River that must be navigable during construction.
    Per sheet 582, a minimum construction clearance of 350' is anticipated to be required by the US Coast Guard. In all instances, the minimum channel clearance is 300' at this location. (02/13/2026)

  • Reference Drawing 586 Note 11. Please confirm slipforming of the parapets in not allowed on any units of the new bridge deck.
    Per General Note 11 at sheet 586, slipforming of parapets is not allowed. (02/13/2026)

  • There appears to be a conflict in CIP coping dimension of 1’-9” as shown on the elevation sheets (891, 893/1230) and CIP coping dimensions of 2’-2” shown on the detail sheets (892, 894/1230). Please clarify coping dimension
    The correct CIP dimension is 2'-2''. (02/13/2026)

  • Reference Drawing 583. For the work within 25ft of the existing CSX railroad, please confirm flaggers will be required. If so, please confirm the CSX Railroad flagger cost from CSX will be paid by IDOT.
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/13/2026)

  • The sequencing of construction on plan page163 calls out in every stage exit ramp to I80 closed see detour. the detour was removed from plans.
    Please refer to 62R22 detour plans for WB I-80 to Center Street Exit ramp closure during stage 1, 2A, 2B, and 3, as well as Center Street to EB I-80 entrance ramp during stage 5. And to the 62F94 detour plans for Chicago to WB I-80 entrance ramp closures during stages 2B and 3, as well as EB I-80 to Chicago Exit Ramp closures during stage 5. Ramp detours will be set by the 62R22 and 62F94 contractors. Reference to 62R22 & 62F94 contracts will be added to the sheet in future addenda. (02/13/2026)

  • Barges and boats are currently mooring along both floodwalls in the Des Plaines River in the footprint of the existing bridge and also the footprint for the new bridges. Is there any specific requirement by the USACE or other government entity which requires these floodwalls to be available at all times for mooring of vessels such that causeways are not permitted?
    Department anticipates no barge parking/mooring along IDOT ROW along the Des Plaines River. There may be additional barge restrictions due to the permitting/coordination with the USCG, which will be better known once the permits are secured. (02/13/2026)

  • Barges and boats are currently mooring along both floodwalls in the Des Plaines River in the footprint of the existing bridge and also the footprint for the new bridges. The plans for the construction of the new bridges depict causeways on both banks of the river which would cause issues for boats and barges from mooring along the floodwalls. Please provide confirmation that barges & boats not associated with this project are not permitted to utilize the floodwalls in the area of the causeways
    Department anticipates no barge parking/mooring along IDOT ROW along the Des Plaines River. There may be additional barge restrictions due to the permitting/coordination with the USCG, which will be better known once the permits are secured. (02/13/2026)

  • The Contractor requests copies of any structural analyses, inspection reports, design calculations, geotechnical evaluations, or condition assessments related to the existing wall structure located adjacent to the Des Plaines River within the project limits.
    Additional information in regards to the floodwalls can be found in the technical memo that will be posted in the additional information folder, and any additional information necessary for construction can be given to the contractor after award (02/11/2026)

  • The JOLIET DRAIN AND UTILITY PLAN & PROFILE plans, Sht 12 of 13 (Sht No. 379 of 1230), has a call out for TEMPORARY SOIL RETENTION SYSTEM that is located in US-6 to the south of McDonough Street. It appears this TEMPORARY SOIL RETENTION SYSTEM is not associated with the scope of work in this area and may be from previous work not included in this contract. There are no quantities or details for this TEMPORARY SOIL RETENTION SYSTEM. Please confirm this is not part of this contract.
    There is a required Temporary Soil Retention System (TSRS) for the construction of the compensatory storage drainage along US-6. An addendum will be issued to help address this question further. Please continue to monitor the website for an update. (02/09/2026)

  • Part 2: We see the Structural Geotechnical Report performed by GSG Consultants, Inc. which includes borings BSB-29, BSB-30, and BSB-31 which are near the new east abutments, but the surface elevations for these borings are in the range of almost 30 FT below the planned top of TSRS. Please provide additional borings or other reference information to depict the subsurface conditions at the TSRS installation location.
    The nearest boring to the TSRS in the median of Existing I-80 DRB is at the East Abutment is boring BSB-31. Prepare bid accordingly. (02/09/2026)

  • Part 1: There is a Temporary Soil Retention System (TSRS) at the east abutment which is installed to the north of the existing east abutment of the mainline bridge over the Des Plaines River. We have investigated the available geotechnical reports provided with the bid documents and we are not able to find any borings that were performed in the direct vicinity of the existing east abutments which show the subsurface conditions to be expected for installation of the TSRS.
    The nearest boring to the TSRS in the median of Existing I-80 DRB is at the East Abutment is boring BSB-31. Prepare bid accordingly. (02/09/2026)

  • The Structural Geotechnical Report depicts boring BSB-11 located in the vicinity of new Pier 5. We do not see a boring log included in the report for this boring. Please provide.
    The SGR has boring BSB-12 provided for Pier 5 WB. Boring BSB-11 was not taken due to site access. Subsurface information is based on boring BSB-12. (02/09/2026)

  • There are two aerial electrical lines on US-6, one that runs below the existing bridge and one that runs above the existing bridge. The aerial line to the West that runs above the existing bridge appears to be in direct conflict with the new span and pier 1. Please confirm this line is being relocated and confirm where it is being relocated.
    ComEd has utility relocation plans for the 2 lines to be rerouted underground. (02/09/2026)

  • Part 2: These ground surface elevations from the borings are not at all close to the existing ground elevation listed on sheet S-290. Can the existing ground surface at Pier 5 EB be confirmed for all the column/drilled shaft locations?
    Pier 5 EB is located on a slope that goes down from the flood wall in the east-west direction. The ground elevations in the Pier 5 EB sheets were obtained from a topographic survey. The SGR/soil borings are representative of the location where the boring was taken which are to the east and a little down slope of the pier itself. Please follow the bridge design sheets." (02/05/2026)

  • Part 1: Sheet S-290 shows information related to Pier 5 EB and depicts the existing ground line at Elev. 528.0. The Structural Geotechnical Report provided by GSG Consultants includes several borings that are located in the direct vicinity of Pier 5. BSB-013 is located at the northern end of Pier 5 EB adjacent Column 1 and BSB-014 is located at the southern end of this pier adjacent Column 4. BSB-013 lists a Ground Surface Elev. of 517.66 and BSB-014 lists a Ground Surface Elev. of 518.40.
    Pier 5 EB is located on a slope that goes down from the flood wall in the east-west direction. The ground elevations in the Pier 5 EB sheets were obtained from a topographic survey. The SGR/soil borings are representative of the location where the boring was taken which are to the east and a little down slope of the pier itself. Please follow the bridge design sheets." (02/05/2026)

  • Sheet S-288 shows details for Pier 5 WB structure and shows the T/Drilled Shaft as being below the Const Joint. Sheet S-290 shows details for Pier 5 EB structure and shows the T/Drilled Shaft to be at the same elev as the const joint. It appears the T/Drilled Shaft elev for Pier 5 WB should follow the same logic as Pier 5 EB and the T/Drilled Shaft should be equal to the Const Joint. Please confirm if Pier 5 WB T/Drilled Shaft should be equal to the Const Joint elev 529.0 for all shafts.
    The construction joint should be at the same elevation. The "T/Drilled Shaft" elevation represents where the pay item for Drilled Shaft in Soil ends at the ground line and then concrete and rebar pay items begin. (02/05/2026)

  • Construction Staging 3 - Substage shown on Plan Page 198 indicates work to be completed in this contract. On Plan Page 206 Stage 4B some of this work is now shown as "shaded items to be included in the 62F94". On Plan Page 222 Stage 5A some of this work is now shown as "shaded items to be included in the 62F94".Is the handling of this work part of this contract or contract 62F94?
    Maintenance of Traffic plans has been revised. Work associated with Chicago ramps has been transferred to contract 62F94. The updated MOT plans will be provided in the upcoming Addendum. (02/05/2026)

  • Sheet S-2 shows an existing 48" Sewer that is just to the east of new Pier 5 and it appears this utility is located below the Est. T.O.R. that is shown for Pier 5 at Elev. +/- 511.0. Can you confirm if this sewer line is located in the rock? If it is not, please clarify some type of depth from existing grade and the elevation of the pipe.
    As-built records indicate that the 48" sewer is trenched in rock. Per as-builts the invert is approximately 501.5 to 502. (02/05/2026)

  • Reference Drawing 162. Note 27 states "ANY CRC REBAR IN CONFLICT WITH THE BARRIER WALL PINNING WILL NEED TO BE LANCED AT THE EXPENSE OF THE CONTRACTOR". This note refers to field experienced conditions and is unknown to the Contractor at bid time. For bidding purposes, please provide a quantity of lancing the Contractor shall include with the bid.
    There are no known locations per the design. The contractor, upon encountering such a case in the field, will follow the note directions. (02/05/2026)

  • Reference Drawing 162 note 20 which states "STATE OWNED TEMPORARY CONCRETE BARRIER WALL IS LOCATED WITHIN THE PROJECT LIMITS AT THE START OF CONSTRUCTION. THIS BARRIER WALL IS TO REMAIN, HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THIS WALL UTILIZING THE PAY ITEMS WITHIN THIS CONTRACT." For bidding purposes, please provide the quantity of state owned temporary concrete barrier wall that the Contractor may use for this project.
    The state-owned temporary concrete barrier will not be part of this contract. An addendum will be issued to address this question. Please continue to monitor the website for an update. (02/05/2026)

  • Page 5 of the Nationwide Permit 15 in the Project Specifications, states the NWP verification is valid until March 14, 2026 and is scheduled to be modified, reissued, or revoked and there is a 12 month period from this verification expiration where this current NWP will be valid. If a new permit is issued or the current permit is modified or fully revoked and this affects Contractor means and methods, then will the Contractor be compensated for cost and schedule impacts?
    IDOT is aware of the pending expiration date. IDOT will submit a reverification request to the USACE for the current authorization under NWP 15 for the Des Plaines River bridge construction. Once reverified, the permit authorization will be extended to cover the full duration of construction. (02/05/2026)

  • The special provision for track and ground monitoring makes all monitoring required incidental to the box culvert and junction chamber items. Can this special provision be modified to make monitoring required for the other work items such as drilled shafts and pier columns incidental to those pay items?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/05/2026)

  • Reference Drawing 149. Please confirm the concrete structures, reinforcement bars, drainage items, protective coat and chain link fence as shown on Drawing 149 will all be paid under Pay Item X1700073 CONCRETE BARRIER WALL (SPECIAL NO. 1).
    The Kneewall with Fence special will be paid for as a concrete barrier wall (special no.1); the plans will be updated in the upcoming addendum. (02/05/2026)

  • The abutment pile require pipe sleeve, but do not specify required sleeve diameter. Please clarify.
    The pile sleeve shall be selected by the Contractor and submitted to the Engineer for approval in accordance with tArt. 522.09(b)(1). (02/05/2026)

  • Part 1: While reviewing the staging drawings and special provision, there seem to be a discrepancy between the staging drawings and the staging narrative in the special provisions and the construction sequence on sheet 163. The special provision and construction sequence under the stage 4 work states the contractor shall complete all work to accommodate two lanes of eastbound and westbound I-80 traffic on the proposed westbound I-80 over the Des Plaines River bridge and ....
    The specifications reflect the updated MOT schedule, sequencing & targeted completion date. The updated plan sheets representing the new MOT design and matching the specs will be issued in an addendum. (02/04/2026)

  • Part 2: in stage 5 complete all work to accommodate three lanes for eastbound and westbound. In the MOT drawings for stage 4 it shows the Westbound traffic in the new westbound outside lane but it still shows the eastbound traffic on the existing eastbound lanes. In the stage 5 MOT drawings it show the eastbound traffic on the inside lanes of the new eastbound traffic. Please clarify on the discrepancy between the drawings and that in the special provisions/construction sequence.
    The specifications reflect the updated MOT schedule, sequencing & targeted completion date. The updated plan sheets representing the new MOT design and matching the specs will be issued in an addendum. (02/04/2026)

  • In reference to Pay item X0488100, Remove Existing Septic Tank, please provide the property address or approximate location for the 2 each septic tank removals.
    Buildings 7 & 13 are assumed to have septic tanks, as utility maps don't show sanitary line connections between the buildings and the mainline trunk. (02/04/2026)

  • Reference Drawings 857-868. Please provide the pay limits for concrete structures, as the concrete structure pay item quantities shown on drawing 868 appear to be over-stated.
    The respective NOISE ABATEMENT WALL, GROUND MOUNTED quantities/plans is expected to be removed from the contract as part of an addendum. Please continue to monitor the website for an update. (02/03/2026)

  • The bridge abutments call for Pipe Sleeves at the driven pile. We do not see any pay item for these sleeves and also do not see any notes where they may be incidental to a specific pay item. Please clarify.
    The pipe sleeve elements shall be included in the cost of the Mechanically Stabilized Earth Retaining Wall pay item and be constructed per IDOT Std. Spec. Article 522.09(b)(1). (01/30/2026)

  • X7200061 SQ FT TEMPORARY INFORMATION SIGNING 2,180.000 Can this item broken out of what signs.
    The Breakdown for the Temporary information signing quantity is 968 SQFT for Maintenance of Traffic and 620 SQFT for Detour Signs. The remaining quantities were deleted per the design update and will be reflected as part of the upcoming addendum (original advertised breakdown: 681 Demo, 287 MOT, 620 Traffic, 592 Roadway = 2180 SQFT.). (01/30/2026)

  • Since the equipment and staging on Chicago St is identical MOT on the job letting in January # 184 will this be a swap of equipment. There is no reference to this in the special provisions.
    Chicago Street MOT is being removed from 62R23 and being included in 62F94 completely, therefore, there is no duplication in MOT and no equipment swap. An addendum will be posted to the site that will clarify the MOT and staging for contract 62R23. (01/30/2026)

  • Construction Vibration Monitoring is mentioned in specification pages 6-9 but no pay item Construction Vibration Monitoring Lump Sump is included in the bid items. Please clarify if one will be added or how this will be paid.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (01/30/2026)

Authorized Bidders

  • 1377 D. Construction, Inc. & Kraemer North America, LLC JV
    1488 S. Broadway Street
    Coal City, IL 60416
    Phone: No Record Fax: No Record Email: No Record
    $164,963,135.75

  • 6117 Austin Tyler Construction, Inc.
    23343 S Ridge Road
    Elwood, IL 60421
    Phone: (815) 726-1090 Fax: (815) 726-1171 Email: info@austin-tyler.com

  • 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: jvickers@fhpaschen.com
    $225,967,972.01

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

  • 6344 Walsh Construction Company II, LLC
    929 West Adams Street
    Chicago, IL 60607
    Phone: (312) 563-5400 Fax: (312) 563-5447 Email: WalshMidwestTransportationEstimating@walshgroup.com
    $173,627,543.48

Non Bidders

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

  • 1950 Gallagher Asphalt Corporation
    18100 South Indiana Avenue
    Thornton, IL 60476
    Phone: (708) 877-7160 Fax: (708) 877-5222 Email: bids@gallagherasphalt.com

  • 3948 Meade Inc.
    625 Willowbrook Center Pkwy
    Wilowbrook, IL 60527
    Phone: (708) 588-2500 Fax: (708) 588-2501 Email: infraestimating@meade100.com

  • 1750 P. T. Ferro Construction Co.
    (Pending Authorization)
    700 South Rowell Ave.
    Joliet, IL 60433
    P.O. Box 156
    Joliet, IL 60434
    Phone: (815) 726-6284 Fax: (815) 726-5614 Email: estimating@ptferro.com

  • 9002 The Reinforced Earth Company
    1444 North Farnsworth Avenue
    Suite 505
    Aurora, IL 60505
    Phone: (630) 898-3334 Fax: (630) 898-3336 Email: aabraham@reinforcedearth.com

  • 6242 Van-Mack Electric Co.
    330 N. FIRST ST.
    WILMINGTON, IL 60481
    Phone: (815) 725-7883 Fax: (815) 725-7888 Email: vanmackelectric@aol.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 350.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 694.000
20200100 CU YD EARTH EXCAVATION Base items 16,658.000
20200200 CU YD ROCK EXCAVATION Base items 1,956.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 5,330.000
20400800 CU YD FURNISHED EXCAVATION Base items 13,200.000
20800150 CU YD TRENCH BACKFILL Base items 10,097.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 16,150.000
21101505 CU YD TOPSOIL EXCAVATION AND PLACEMENT Base items 5,908.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 30,793.000
21101625 SQ YD TOPSOIL FURNISH AND PLACE, 6" Base items 23,340.000
25000110 ACRE SEEDING, CLASS 1A Base items 8.500
25000200 ACRE SEEDING, CLASS 2 Base items 4.820
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 1,198.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 1,198.000
25100105 ACRE MULCH, METHOD 1 Base items 7.220
25100115 ACRE MULCH, METHOD 2 Base items 11.850
25100630 SQ YD EROSION CONTROL BLANKET Base items 52,360.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 1,381.610
28000305 FOOT TEMPORARY DITCH CHECKS Base items 359.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 23,423.000
28000510 EACH INLET FILTERS Base items 125.000
28001000 TON AGGREGATE (EROSION CONTROL) Base items 54.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 34.000
28200200 SQ YD FILTER FABRIC Base items 34.000
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 5,330.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 4,735.000
31100200 CU YD SUBBASE GRANULAR MATERIAL, TYPE A Base items 64.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 4,407.000
35102200 SQ YD AGGREGATE BASE COURSE, TYPE B 10" Base items 9,372.000
40200500 SQ YD AGGREGATE SURFACE COURSE, TYPE A 6" Base items 4,038.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 22,421.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 7,280.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 6,758.000
40600400 TON MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS Base items 15.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 169.000
40602985 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N70 Base items 382.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 1,360.000
40603085 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 314.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 1,289.000
40604062 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 Base items 563.000
42001300 SQ YD PROTECTIVE COAT Base items 766.000
42300200 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH Base items 619.000
42300400 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 8 INCH Base items 38.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 26,350.000
42400800 SQ FT DETECTABLE WARNINGS Base items 130.000
44000100 SQ YD PAVEMENT REMOVAL Base items 12,829.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 5,179.000
44000165 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 4" Base items 3,410.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 1,118.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 6,174.000
44000600 SQ FT SIDEWALK REMOVAL Base items 11,914.000
44201335 SQ YD CLASS C PATCHES, TYPE IV, 8 INCH Base items 120.000
44201747 SQ YD CLASS D PATCHES, TYPE IV, 8 INCH Base items 697.000
44201783 SQ YD CLASS D PATCHES, TYPE IV, 11 INCH Base items 490.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 73.000
50100300 EACH REMOVAL OF EXISTING STRUCTURES NO. 1 Base items 1.000
50100400 EACH REMOVAL OF EXISTING STRUCTURES NO. 2 Base items 1.000
50157300 SQ YD PROTECTIVE SHIELD Base items 1,085.000
50200100 CU YD STRUCTURE EXCAVATION Base items 6,895.000
50200400 CU YD ROCK EXCAVATION FOR STRUCTURES Base items 2,209.000
50200450 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL FOR STRUCTURES Base items 9,520.000
50300225 CU YD CONCRETE STRUCTURES Base items 12,782.900
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 11,412.600
50300300 SQ YD PROTECTIVE COAT Base items 42,440.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 537.500
50401350 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE BEAMS, IL72 Base items 6,951.000
50401362 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE BEAMS, IL81 Base items 8,579.000
50500305 L SUM ERECTING STRUCTURAL STEEL Base items 1.000
50500505 EACH STUD SHEAR CONNECTORS Base items 62,572.000
50800105 POUND REINFORCEMENT BARS Base items 523,230.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 2,153,440.000
50800515 EACH BAR SPLICERS Base items 1,041.000
51100100 SQ YD SLOPE WALL 4 INCH Base items 1,911.000
51201900 FOOT FURNISHING STEEL PILES HP14X89 Base items 6,300.000
51202305 FOOT DRIVING PILES Base items 6,300.000
51203900 EACH TEST PILE STEEL HP14X89 Base items 4.000
51204650 EACH PILE SHOES Base items 137.000
51500100 EACH NAME PLATES Base items 2.000
51602000 FOOT PERMANENT CASING Base items 1,029.000
51603000 CU YD DRILLED SHAFT IN SOIL Base items 1,065.100
51604000 CU YD DRILLED SHAFT IN ROCK Base items 740.200
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 391.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 76.000
52100020 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE II Base items 4.000
52100520 EACH ANCHOR BOLTS, 1" Base items 272.000
52100540 EACH ANCHOR BOLTS, 1 1/2" Base items 424.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 7,880.000
52200500 SQ FT MECHANICALLY STABILIZED EARTH RETAINING WALL Base items 8,412.000
52200505 SQ FT TEMPORARY MECHANICALLY STABILIZED EARTH RETAINING WALL Base items 2,325.000
52318802 L SUM DRAINAGE SYSTEM FOR STRUCTURES Base items 1.000
53016000 SQ YD DECK SLAB REPAIR (PARTIAL) Base items 1,343.000
53016002 SQ YD DECK SLAB REPAIR (FULL DEPTH, TYPE II) Base items 537.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 1.000
54260315 FOOT TRAVERSABLE PIPE GRATE FOR CONCRETE END SECTION Base items 30.000
54261315 EACH CONCRETE END SECTION, STANDARD 542001, 15", 1:3 Base items 3.000
54261430 EACH CONCRETE END SECTION, STANDARD 542001, 30", 1:4 Base items 2.000
54261718 EACH STEEL FLARED END SECTIONS 18" Base items 1.000
542A0220 FOOT PIPE CULVERTS, CLASS A, TYPE 1 15" Base items 24.000
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 4.000
550A0070 FOOT STORM SEWERS, CLASS A, TYPE 1 15" Base items 149.000
550A0090 FOOT STORM SEWERS, CLASS A, TYPE 1 18" Base items 21.000
550A0120 FOOT STORM SEWERS, CLASS A, TYPE 1 24" Base items 299.000
550A0340 FOOT STORM SEWERS, CLASS A, TYPE 2 12" Base items 31.000
550A0360 FOOT STORM SEWERS, CLASS A, TYPE 2 15" Base items 30.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 181.000
550A1240 FOOT STORM SEWERS, CLASS A, TYPE 5 12" Base items 28.000
550A2520 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 12" Base items 278.000
550A2530 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 15" Base items 177.000
550A2540 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 18" Base items 267.000
550A2560 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 24" Base items 24.000
550A4000 FOOT STORM SEWERS, CLASS A, TYPE 1 EQUIVALENT ROUND-SIZE 18" Base items 63.000
550A4015 FOOT STORM SEWERS, CLASS A, TYPE 1 EQUIVALENT ROUND-SIZE 15" Base items 215.000
550A4100 FOOT STORM SEWERS, CLASS A, TYPE 1 EQUIVALENT ROUND-SIZE 24" Base items 162.000
55100300 FOOT STORM SEWER REMOVAL 8" Base items 7.000
55100400 FOOT STORM SEWER REMOVAL 10" Base items 12.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 307.000
55100700 FOOT STORM SEWER REMOVAL 15" Base items 64.000
55101200 FOOT STORM SEWER REMOVAL 24" Base items 40.000
56103000 FOOT DUCTILE IRON WATER MAIN 6" Base items 155.000
56103100 FOOT DUCTILE IRON WATER MAIN 8" Base items 4,128.000
56103300 FOOT DUCTILE IRON WATER MAIN 12" Base items 185.000
56105000 EACH WATER VALVES 8" Base items 14.000
56105200 EACH WATER VALVES 12" Base items 1.000
56400400 EACH FIRE HYDRANTS TO BE RELOCATED Base items 1.000
56400500 EACH FIRE HYDRANTS TO BE REMOVED Base items 10.000
56400820 EACH FIRE HYDRANT WITH AUXILIARY VALVE AND VALVE BOX Base items 12.000
58700300 SQ FT CONCRETE SEALER Base items 48,154.000
60200805 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 8 GRATE Base items 5.000
60201105 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE Base items 8.000
60203805 EACH CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, OPEN LID Base items 1.000
60203905 EACH CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID 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 2.000
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 3.000
60219300 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE Base items 2.000
60221100 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 6.000
60223800 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 3.000
60224005 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 8 GRATE Base items 1.000
60224459 EACH MANHOLES, TYPE A, 8'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 2.000
60236800 EACH INLETS, TYPE A, TYPE 11 FRAME AND GRATE Base items 3.000
60248700 EACH VALVE VAULTS, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 14.000
60248900 EACH VALVE VAULTS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60500040 EACH REMOVING MANHOLES Base items 1.000
60602800 FOOT CONCRETE GUTTER, TYPE B Base items 171.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 4,209.000
63200310 FOOT GUARDRAIL REMOVAL Base items 169.000
64300350 EACH IMPACT ATTENUATORS (FULLY REDIRECTIVE, WIDE), TEST LEVEL 2 Base items 1.000
66400305 FOOT CHAIN LINK FENCE, 6' Base items 1,802.000
66407600 EACH CHAIN LINK GATES, 6' X 12' DOUBLE Base items 19.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 56,060.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 10.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 180.000
67100100 L SUM MOBILIZATION Base items 1.000
70102620 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 Base items 1.000
70102625 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701606 Base items 1.000
70102635 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701701 Base items 1.000
70102640 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 958.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 2,804.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 4,321.000
70301100 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - EPOXY Base items 547.000
70301120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY Base items 13,797.000
70301125 FOOT TEMPORARY PAVEMENT MARKING - LINE 5" - EPOXY Base items 4,793.000
70301140 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" - EPOXY Base items 8,317.000
70301160 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- EPOXY Base items 1,266.000
70307120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE Base items 11,067.000
70307160 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- TYPE IV TAPE Base items 49.000
70307210 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- TYPE IV TAPE Base items 22.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 3,537.500
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 264.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 375.000
70600255 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 2 Base items 1.000
70600265 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, WIDE), TEST LEVEL 2 Base items 2.000
70600320 EACH IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE), TEST LEVEL 2 Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 235.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 100.000
72000300 SQ FT SIGN PANEL - TYPE 3 Base items 1,280.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 4.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 2.000
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 157.000
72400320 SQ FT REMOVE SIGN PANEL - TYPE 2 Base items 95.000
72600100 EACH MILE POST MARKER ASSEMBLY Base items 2.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 476.000
73000100 FOOT WOOD SIGN SUPPORT Base items 34.000
73300200 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE II-A (4'-6" X 5'-3") Base items 259.000
73302170 FOOT OVERHEAD SIGN STRUCTURE - CANTILEVER, TYPE II-C-A (36" X 5'-6") Base items 30.000
73700200 EACH REMOVE CONCRETE FOUNDATION - GROUND MOUNT Base items 2.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 13,746.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 70.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 306.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 102.000
78004630 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 6" Base items 4,421.000
78004635 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 7" Base items 130.000
78004640 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 8" Base items 5,633.000
78004645 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 9" Base items 6,230.000
78004655 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 11" Base items 312.000
78009000 SQ FT MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 110.000
78009008 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 8" Base items 2,349.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 723.000
78011035 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 4,421.000
78011040 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 8" Base items 130.000
78011045 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 5,633.000
78011050 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 10" Base items 6,230.000
78011060 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 12" Base items 312.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 367.000
78100300 EACH REPLACEMENT REFLECTOR Base items 240.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 110.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 18,836.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 3.000
80400200 L SUM ELECTRIC UTILITY SERVICE CONNECTION Base items 1.000 $20,000.00
81028200 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA. Base items 430.000
81028240 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA. Base items 1,293.000
81028350 FOOT UNDERGROUND CONDUIT, PVC, 2" DIA. Base items 33.000
81028390 FOOT UNDERGROUND CONDUIT, PVC, 4" DIA. Base items 220.000
81028750 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 2" DIA. Base items 528.000
81028790 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 4" DIA. Base items 909.000
81100462 FOOT CONDUIT ATTACHED TO STRUCTURE, 3" DIA., STAINLESS STEEL Base items 60.000
81101001 FOOT CONDUIT ATTACHED TO STRUCTURE, RIGID NON-METALLIC, 2" DIA. Base items 857.000
81101002 FOOT CONDUIT ATTACHED TO STRUCTURE, RIGID NON-METALLIC, 4" DIA. Base items 8,644.000
81200230 FOOT CONDUIT EMBEDDED IN STRUCTURE, 2" DIA., PVC Base items 17,000.000
81300220 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 6" X 6" X 4" Base items 6.000
81300550 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 12" X 12" X 6" Base items 3.000
81300800 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 18" X 12" X 6" Base items 20.000
81300960 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 42" X 36" X 12" Base items 2.000
81400200 EACH HEAVY-DUTY HANDHOLE Base items 9.000
81603055 FOOT UNIT DUCT, 600V, 3-1C NO.8, 1/C NO.8 GROUND, (XLP-TYPE USE), 1" DIA. POLYETHYLENE Base items 1,560.000
81702120 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 8 Base items 10,010.000
81702140 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 4 Base items 8,695.000
81702150 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 2 Base items 26,316.000
81800300 FOOT AERIAL CABLE, 3-1/C NO. 2 WITH MESSENGER WIRE Base items 250.000
82110008 EACH LUMINAIRE, LED, ROADWAY, OUTPUT DESIGNATION H Base items 35.000
82200605 EACH WATERWAY OBSTRUCTION WARNING LUMINAIRE, LED Base items 6.000
82600106 EACH OBSTRUCTION WARNING LIGHTING CONTROLLER Base items 1.000
83008200 EACH LIGHT POLE, ALUMINUM, 40 FT. M.H., 6 FT. MAST ARM Base items 35.000
84200600 EACH REMOVAL OF LIGHTING UNIT, NO SALVAGE Base items 44.000
84500110 EACH REMOVAL OF LIGHTING CONTROLLER Base items 1.000
84500120 EACH REMOVAL OF ELECTRIC SERVICE INSTALLATION Base items 2.000
84500130 EACH REMOVAL OF LIGHTING CONTROLLER FOUNDATION Base items 1.000
87300901 FOOT ELECTRIC CABLE IN CONDUIT, TRACER, NO. 12 1C Base items 170.000
87900205 EACH DRILL EXISTING HEAVY DUTY HANDHOLE Base items 2.000
89502300 FOOT REMOVE ELECTRIC CABLE FROM CONDUIT Base items 1,800.000
89502380 EACH REMOVE EXISTING HANDHOLE Base items 4.000
89502385 EACH REMOVE EXISTING CONCRETE FOUNDATION Base items 1.000
89502400 EACH REMOVE EXISTING FLASHING BEACON INSTALLATION COMPLETE Base items 1.000
K1003660 EACH MOWING CYCLES Base items 97.000
K1004595 L SUM PRUNING FOR SAFETY AND EQUIPMENT CLEARANCE Base items 1.000
X0320051 FOOT CROSSHOLE SONIC LOGGING ACCESS DUCTS Base items 1,877.000
X0320052 EACH CROSSHOLE SONIC LOGGING TESTING Base items 48.000
X0322463 EACH CONNECTION TO EXISTING SEWER Base items 5.000
X0323578 L SUM PRECONSTRUCTION VISUAL RECORDING Base items 1.000
X0323579 CAL MO CLOSED CIRCUIT TELEVISION CAMERA Base items 30.000
X0323611 L SUM FIRE STANDPIPE SYSTEM, LOCATION 1 Base items 1.000
X0323612 L SUM FIRE STANDPIPE SYSTEM, LOCATION 2 Base items 1.000
X0324013 SQ FT NOISE ABATEMENT WALL, STRUCTURE MOUNTED Base items 17,197.000
X0324597 EACH CLOSED CIRCUIT TELEVISION CABINET Base items 1.000
X0325277 MILE EXPRESSWAY SWEEPING Base items 29.000
X0325941 EACH ACCESS LADDER Base items 1.000
X0326092 EACH RELOCATE CLOSED CIRCUIT TELEVISION SURVELLIANCE CAMERA SYSTEM Base items 1.000
X0326802 EACH UTILITY STRUCTURE REMOVAL Base items 48.000
X0327357 L SUM CONSTRUCTION VIBRATION MONITORING Base items 1.000
X0488100 EACH REMOVING EXISTING SEPTIC TANK Base items 2.000
X1200016 EACH SANITARY SERVICE REPLACEMENT Base items 17.000
X1200087 EACH JUNCTION CHAMBER NO. 1 Base items 1.000
X1200160 EACH CONNECTION TO EXISTING DRAINAGE STRUCTURE Base items 1.000
X1200214 EACH JUNCTION CHAMBER NO. 2 Base items 1.000
X1200254 EACH JUNCTION CHAMBER NO. 3 Base items 1.000
X1200299 EACH JUNCTION CHAMBER NO. 4 Base items 1.000
X1400341 EACH REMOVAL OF LUMINAIRE, SALVAGE Base items 44.000
X1700072 FOOT CONCRETE BARRIER, VERTICAL FACE (SPECIAL) Base items 26.000
X1700073 FOOT CONCRETE BARRIER WALL (SPECIAL NO. 1) Base items 3,770.000
X2130010 FOOT EXPLORATION TRENCH (SPECIAL) Base items 2,000.000
X4021000 EACH TEMPORARY ACCESS (PRIVATE ENTRANCE) Base items 35.000
X4024100 SQ YD TEMPORARY ACCESS (WINTERIZE) Base items 718.000
X4421827 SQ YD CLASS D PATCHES, TYPE IV, 9 INCH (SPECIAL) Base items 55.000
X5022101 EACH COFFERCELL (LOCATION - 1) Base items 1.000
X5022102 EACH COFFERCELL (LOCATION - 2) Base items 1.000
X5022103 EACH COFFERCELL (LOCATION - 3) Base items 1.000
X5022104 EACH COFFERCELL (LOCATION - 4) Base items 1.000
X5030250 SQ YD BRIDGE DECK GROOVING (LONGITUDINAL) Base items 25,139.000
X5051206 POUND STRUCTURAL STEEL REPAIR Base items 23,790.000
X5080105 POUND REINFORCEMENT BARS, STAINLESS STEEL Base items 4,129,130.000
X5080530 EACH BAR TERMINATORS Base items 584.000
X5160106 FOOT THERMAL INTEGRITY PROFILE DATA COLLECTION Base items 1,877.000
X5160108 EACH THERMAL INTEGRITY PROFILE TESTING Base items 48.000
X5213425 EACH ERECTING HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, FIXED - 900K Base items 18.000
X5213428 EACH ERECTING HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, FIXED - 1500K Base items 16.000
X5213519 EACH ERECTING HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, NON-GUIDED EXPANSION - 300K Base items 2.000
X5213619 EACH ERECTING HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION - 300K Base items 34.000
X5213621 EACH ERECTING HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION - 500K Base items 32.000
X5213628 EACH ERECTING HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION - 1500K Base items 16.000
X5230170 EACH DRAINAGE SCUPPERS (SPECIAL) Base items 45.000
X5230174 EACH DRAINAGE SCUPPERS, DS-11 Base items 34.000
X5403002 FOOT PRECAST CONCRETE BOX CULVERT (SPECIAL) Base items 535.000
X5509900 FOOT ABANDON AND FILL EXISTING STORM SEWER Base items 2,182.000
X5509910 EACH ABANDON AND FILL EXISTING SANITARY MANHOLE Base items 32.000
X5510310 FOOT SANITARY SEWER REMOVAL 10" Base items 48.000
X5510312 FOOT SANITARY SEWER REMOVAL 12" Base items 22.000
X5510318 FOOT SANITARY SEWER REMOVAL, 18" Base items 100.000
X5510321 FOOT SANITARY SEWER REMOVAL, 21" Base items 26.000
X5510330 FOOT SANITARY SEWER REMOVAL, 30" Base items 345.000
X5510336 FOOT SANITARY SEWER REMOVAL, 36" Base items 57.000
X5537900 FOOT STORM SEWERS TO BE CLEANED 15" Base items 200.000
X5538600 FOOT STORM SEWERS TO BE CLEANED 36" Base items 127.000
X5610656 FOOT WATER MAIN TO BE ABANDONED, 6" Base items 1,423.000
X5610658 FOOT WATER MAIN TO BE ABANDONED, 8" Base items 3,015.000
X5610662 FOOT WATER MAIN TO BE ABANDONED, 12" Base items 902.000
X5610706 FOOT WATER MAIN REMOVAL, 6" Base items 186.000
X5610708 FOOT WATER MAIN REMOVAL, 8" Base items 1,144.000
X5610712 FOOT WATER MAIN REMOVAL, 12" Base items 86.000
X5610804 EACH NON-PRESSURE CONNECTION TO EXISTING WATER MAIN Base items 10.000
X5620112 EACH WATER SERVICE CONNECTION Base items 19.000
X5620116 EACH WATER SERVICE CONNECTION (SHORT) Base items 6.000
X5620118 EACH WATER SERVICE CONNECTION (LONG) Base items 13.000
X5630405 EACH REMOVE EXISTING WATER VALVE Base items 12.000
X5810103 SQ YD MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES Base items 124.000
X6022820 EACH MANHOLES, SANITARY, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 12.000
X6022858 EACH MANHOLES, TYPE A, SANITARY, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 4.000
X6025604 EACH PROPOSED MANHOLE/CATCH BASIN CONNECTION OVER EXISTING STORM SEWER Base items 3.000
X6026055 EACH SANITARY MANHOLE (SPECIAL) Base items 1.000
X6026056 EACH SANITARY MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID Base items 1.000
X6050172 EACH PLUG EXISTING SANITARY SEWERS Base items 2.000
X6050203 FOOT FILLING EXISTING SANITARY SEWERS Base items 4,026.000
X6370048 FOOT CONCRETE BARRIER BASE (SPECIAL) Base items 26.000
X6640104 FOOT FENCE REMOVAL Base items 2,670.000
X6640206 FOOT TEMPORARY CHAIN LINK FENCE, 6' Base items 6,962.000
X6640525 FOOT CHAIN LINK FENCE, 4' ATTACHED TO STRUCTURE Base items 186.000
X6640708 FOOT TEMPORARY CHAIN LINK FENCE WITH SCREENING, 8' Base items 3,936.000
X6700407 CAL MO ENGINEER'S FIELD OFFICE, TYPE A (D1) Base items 32.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7011015 L SUM TRAFFIC CONTROL AND PROTECTION (EXPRESSWAYS) Base items 1.000
X7013820 CAL DA TRAFFIC CONTROL SURVEILLANCE, EXPRESSWAYS Base items 930.000
X7200061 SQ FT TEMPORARY INFORMATION SIGNING Base items 950.500
X7200203 L SUM DETOUR SIGNING Base items 1.000
X8000003 CAL MO MAINTENANCE OF LIGHTING SYSTEM Base items 24.000
X8101102 FOOT UNDERGROUND CONDUIT, MULTI-DUCT, 7-18MM MICRODUCTS Base items 11,859.000
X8950425 L SUM REMOVE EXISTING TRAFFIC SURVEILLANCE EQUIPMENT Base items 1.000
X8950512 FOOT REMOVE AND REINSTALL FIBER OPTIC CABLE FROM CONDUIT Base items 7,312.000
XZ193505 EACH VERTICAL CLEARANCE GAUGE Base items 2.000
Z0007601 L SUM BUILDING REMOVAL NO. 1 Base items 1.000
Z0007602 L SUM BUILDING REMOVAL NO. 2 Base items 1.000
Z0007603 L SUM BUILDING REMOVAL NO. 3 Base items 1.000
Z0007604 L SUM BUILDING REMOVAL NO. 4 Base items 1.000
Z0007605 L SUM BUILDING REMOVAL NO. 5 Base items 1.000
Z0007606 L SUM BUILDING REMOVAL NO. 6 Base items 1.000
Z0007607 L SUM BUILDING REMOVAL NO. 7 Base items 1.000
Z0007608 L SUM BUILDING REMOVAL NO. 8 Base items 1.000
Z0007609 L SUM BUILDING REMOVAL NO. 9 Base items 1.000
Z0007610 L SUM BUILDING REMOVAL NO. 10 Base items 1.000
Z0007611 L SUM BUILDING REMOVAL NO. 11 Base items 1.000
Z0007612 L SUM BUILDING REMOVAL NO. 12 Base items 1.000
Z0007613 L SUM BUILDING REMOVAL NO. 13 Base items 1.000
Z0007614 L SUM BUILDING REMOVAL NO. 14 Base items 1.000
Z0007615 L SUM BUILDING REMOVAL NO. 15 Base items 1.000
Z0007616 L SUM BUILDING REMOVAL NO. 16 Base items 1.000
Z0010688 EACH CAMERA MOUNTING ASSEMBLY Base items 3.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0019600 UNIT DUST CONTROL WATERING Base items 50.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 35,681.000
Z0033020 EACH LUMINAIRE SAFETY CABLE ASSEMBLY Base items 35.000
Z0033052 EACH COMMUNICATIONS VAULT Base items 3.000
Z0034393 FOOT MODULAR EXPANSION JOINT 9" Base items 160.000
Z0034396 FOOT MODULAR EXPANSION JOINT 12" Base items 144.000
Z0034398 FOOT MODULAR EXPANSION JOINT 15" Base items 146.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0049806 L SUM REMOVAL AND DISPOSAL OF FRIABLE ASBESTOS, BUILDING NO. 6 Base items 1.000
Z0049809 L SUM REMOVAL AND DISPOSAL OF FRIABLE ASBESTOS, BUILDING NO. 9 Base items 1.000
Z0049810 L SUM REMOVAL AND DISPOSAL OF FRIABLE ASBESTOS, BUILDING NO. 10 Base items 1.000
Z0049812 L SUM REMOVAL AND DISPOSAL OF FRIABLE ASBESTOS, BUILDING NO. 12 Base items 1.000
Z0049816 L SUM REMOVAL AND DISPOSAL OF FRIABLE ASBESTOS, BUILDING NO. 16 Base items 1.000
Z0049903 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 3 Base items 1.000
Z0049904 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 4 Base items 1.000
Z0049906 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 6 Base items 1.000
Z0049907 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 7 Base items 1.000
Z0049909 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 9 Base items 1.000
Z0049910 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 10 Base items 1.000
Z0049911 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 11 Base items 1.000
Z0049912 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 12 Base items 1.000
Z0049913 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 13 Base items 1.000
Z0049914 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 14 Base items 1.000
Z0049915 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 15 Base items 1.000
Z0049916 L SUM REMOVAL AND DISPOSAL OF NON-FRIABLE ASBESTOS, BUILDING NO. 16 Base items 1.000
Z0054400 CU YD ROCK FILL Base items 18,222.000
Z0056608 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 12 INCH Base items 133.000
Z0056610 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 15 INCH Base items 32.000
Z0056620 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 30 INCH Base items 117.000
Z0056624 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 42 INCH Base items 98.000
Z0056900 FOOT SANITARY SEWER 8" Base items 124.000
Z0057100 FOOT SANITARY SEWER 12" Base items 645.000
Z0057300 FOOT SANITARY SEWER 18" Base items 87.000
Z0057500 FOOT SANITARY SEWER 24" Base items 1,231.000
Z0076600 HOUR TRAINEES Base items 5,500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 5,500.000 $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.