Home > Notice of Letting > Contract Detail

June 16, 2023 Letting 12:00 PM
226-64B13

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

Bulletin Description

Reconstruction of the I-39/US 20 Interchange.
Region District DBE % VBP % Federal Project #
2 2 5.00 0.00 NHPPHCTJ(498)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Winnebago
  • FAI 39
  • I-39
  • (201-3)K
  • C-92-091-22
  • 2-15970-0000
  • 2-15970-0030
  • 2-15970-0035
  • 2-15970-0040
  • 2-15970-0045
Contract Specifics
Project Labor Agreement
Completion Date: November 27, 2024 Plus 30 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (61 Submitted / 61 Answered ) Questions not accepted as of June 06, 2023 04:30 PM.

  • Please confirm that the "Top Down Construction Method" specified for SN 101-0204 (I-39 NB over I-39 SB) on plan Sht 865 has been analyzed as being structural adequate for the loading conditions in Sequence Steps 6-9 and that the contractor does not need to provide any temporary shoring or bracing that is not shown.
    The piles at the piers were designed to be stable under traffic during construction using the top down construction method as shown in the plan set without additional temporary bracing needed until the pier stem wall is completed. (06/09/2023)

  • Please provide all available Soil Boring data pertinent to this project. Currently, the only borings provided have been in reference to adjacent structures and basins. Furthermore, please provide the full Soil Boring data for the borings shown on the Basin Grading Plans (Sheet No. 626 - 632), as opposed to just the assumed or detected rock elevation.
    Available soil boring data will be placed in the ADDITIONAL INFORMATION folder online for the contract. (06/09/2023)

  • Several areas within cross sections do not provide end areas for earthwork. One example is sheets 1039 - 1048. However, excavation work is clearly shown to construct the improvements. Please provide end areas. Please confirm if the earthwork shown in these cross sections is intended to be incidental and for reference only.
    Earthwork is not intended to be incidental. Volumes are included in the earthwork table or end areas are included in other stages. Project shall be bid according to the bid package. (06/09/2023)

  • Reference item 542JA072 for 72" Jacked culvert. This pipe is directly in line with existing 60" culvert and is shown to be constructed during 4 separate stages. Please clarify the intent of this being a jack & bore pipe vs open cut as it is not feasable to jack through an existing 60" culvert in multiple separate stages.
    The intent is for Pipe P-A101 to be jacked in a single stage. Project shall be bid according to the bid package. (06/09/2023)

  • The MOT staging plan shows the center median barrier base on US-20 to be built in stg 2 and the median wall constructed in stg 5. In stg 3 there is a section of US-20 where the traffic is riding over the median barrier base. This seems to be in conflict with the lighting foundations that have to be constructed within the barrier base. Please clarify if the lighting foundations and associated anchor rods/conduits work have to be constructed in stage 5 and not in stg 2 as the MOT drawings show.
    Project shall be bid according to the bid package. (06/09/2023)

  • The contract documents do not identify substructure removal limits for Bid Items "Removal of Existing Structures No's 1-5". There is not sufficient information in the cross sections to accurately determine the finish grades at each structure element to be removed. Please provide the removal limits for these items.
    Project shall be bid according to the bid package. (06/08/2023)

  • Can the contractor work over live traffic on US 20 if it does not cause an impact to the winter traffic configuration? 
    Contractor will be allowed to perform only offline work during winter shutdown, only with the advance approval of the Engineer, and subject to weather conditions. Such work will not be allowed if it will impact the winter traffic configuration, require any additional project signing, or result in any other impacts or hazards to traveling public. (06/08/2023)

  • Due to the extensive amount of work and short completion schedule, can the contractor work through the winter if the contractor does not impact the winter traffic configuration?
    Contractor will be allowed to perform only offline work during winter shutdown, only with the advance approval of the Engineer, and subject to weather conditions. Such work will not be allowed if it will impact the winter traffic configuration, require any additional project signing, or result in any other impacts or hazards to traveling public. (06/08/2023)

  • Is a delay in material procurement considered an excusable delay if it is due to an industry wide shortage?
    Project shall be bid according to the bid package. (06/08/2023)

  • The Proposed typical sections is showing the gore areas to be constructed as CRC pavement. The roadway plan and profile sheets are pointing to the gore areas as PCC Shoulder/Stab. Subbase HMA 4 / Agg Subgrade Impr 12 or sometimes not stating anything on the drawing. Please clarify if the gore areas should be CRC Pavement or PCC Shoulders.
    The gore pavements should be constructed as follows: Ramp BD and US 20 – CRC pavement Ramp DB and US 20 – CRC pavement Ramp BD and Ramp AD – CRC pavement Ramp DB and Ramp DA – PCC pavement Ramp DA and US 20 – PCC pavement (06/08/2023)

  • Sheet 806 Typical box section is not clear if the box requires a 5/16" both outside and inside.. Should the weld be required on the inside this prevents the box from being spray coated.. In lieu of the internal weld would a 3/4" landing extension of the flange be acceptable using a 5/8" fillet weld?
    The web-to-flange weld callouts for the box girders indicate a 5/16” fillet weld on the inside and outside of each web. Application of metallic spray coatings in a confined space was considered when developing the weld details and coating requirements for the box girders. A single-sided fillet weld of a larger size will not be permitted for these connections. (06/08/2023)

  • The Interim Date for Linden Rd is 11/22/23. Completion of SN101-0216 (Linden Rd over I-39 SB) and SN101-0212 (NB I-39 over Linden) are tied to this date. Accounting for material lead times and the 30 day hold on PPC beams over 100', the procurement times for the PPC beams for these bridges from order to delivery is 14-16 weeks. Assuming an early to mid-Aug contract execution, beam procurement is very much an issue. Please consider pushing the Interim Date to a more feasible timeframe.
    Material procurement and the 30-day hold were considered in establishing the interim completion date. Please note that the plans allow for the fabricator to substitute grade 60 rebar for WWR. For SN101-0212 (NB I-39 over Linden), additional closures are allowed per TRAFFIC CONTROL AND PROTECTION, STANDARD 701401 (SPECIAL). (06/08/2023)

  • Were material procurement times factored in when setting the completion dates?  In creating a project schedule and having discussions with material suppliers and fabricators for major components including precast MSE panels, precast bridge beams, bearings, and steel bridge beams, they are providing feedback on procurement timelines that will not coincide with the staging and milestone requirements set forth by the DOT.
    Material procurement and the 30-day hold were considered in establishing the interim completion date. Please note that the plans allow for the fabricator to substitute grade 60 rebar for WWR for precast beams. (06/08/2023)

  • The Specification for the Interim Completion Date states "Completion of the entire new structure is encouraged .... but not required." It also indicates that all structure elements requiring a full closure of Linden is required, but not limited to substructure, superstructure, etc. Please clarify this and also if short term closures (temp closures) are allowed.
    Additional closures are allowed per TRAFFIC CONTROL AND PROTECTION, STANDARD 701401 (SPECIAL). (06/08/2023)

  • There is a pay item for 73 LF of 24" Jacked Pipe Culvert, yet there is no quantity on the pipe schedule and we were unable to locate it on the plans. Please Clarify.
    An addendum has been issued to update the schedule for jacked portions of pipe F205. (06/08/2023)

  • Sheet 815 shows the hatched area "mudwalls" to be paid for as Concrete Superstructure Approach Slab. Sheet 783 shows the hatched area to be paid for as Concrete Superstructure. These details contradict each other. Please clarify how the hatched area "mudwalls" are to be paid for.
    The hatched areas shown above the abutment backwall on Sheet Nos. 783 and 814-816 shall be paid for as Concrete Superstructure (Approach Slab). (06/08/2023)

  • Is the Rebar in the Pavement Reinforcing Epoxy Coated? Are the Tie Bars in the CRC Pavement & the PC Shoulders Epoxy Coated? Also I would like to confirm that all the rebar in the Lug Systems is plain steel per the standard listed in the plans. Thanks, Glenn
    Bars in the CRC Pavement, the PCC Shoulders, and the Lug Systems should be epoxy coated. (06/08/2023)

  • Will Item 30300112, Aggregate Subgrade Improvement 12, be required to be trimmed or cut to plan elevation with the subgrade machine, as presented in Specification Number 1103.09?
    Project shall be bid according to the bid package. (06/08/2023)

  • Of the 3 steel bridges (all metallized), only SN101-0215 (I-39 SBL over US 20) specifies that there is a paint system. Please confirm that the other 2 bridges do not have a specified paint system.
    Structural steel for SNs 101-0204 and 101-0207 shall be metallized and painted similar to SN 101-0215. An addendum has been issued with painting notes and details. (06/08/2023)

  • Part 2 of 2: Trying to accommodate blasting spec will lead to unusually large blasts which will cause safety concerns for contractor and the traveling public. Blasting only allowed during a 1 hour time period and in the morning will potentially require after hours loading of explosives and create security, safety, and logistics concerns. Will IDOT consider allowing Contractor to plan the timing and quantity of blasts that will be the safest and most productive for the project?
    If the contractor elects to use blasting to assist with rock excavation, the Engineer will provide final approval of the blasting plan. Project shall be bid according to the bid package. (06/08/2023)

  • Item 14 Shoulder Subbase CA6 or 8, 4" in the proposed typical sections is noted as cost to be included in the PCC Shoulder, please clarify if this note is correct and the subbase under all of the PCC shoulder is indeed incidental to the PCC Shoulder item. This does not seem to be a typical industry practice
    Project shall be bid according to the bid package. (06/08/2023)

  • Part 1 of 2: Reference special provisions for Rock Blasting. Please clarify the reason behind restrictions on number of blasts limited to 8 and only blasting on Saturdays. Considering the need for pre-split, trench blasting, and mass blasting in several areas, the limit of 8 blasts will not be attainable.
    If the contractor elects to use blasting to assist with rock excavation, the Engineer will provide final approval of the blasting plan. Project shall be bid according to the bid package. (06/08/2023)

  • Follow up question to Q&A #15 and Addendum A. Please confirm if the total cost of 156.26 STREAM MITIGATION BANK CREDITS is $14,844.34 or if the unit cost per EA credit is $14,844.34.
    An Addendum will be issued to correct the Special Provision for STREAM MITIGATION to denote "152.26" STREAM MITIGATION BANK CREDITS. The $14,844.34 amount previously shown on this Special Provision was in reference to a preliminary cost estimate for the total cost of all STREAM MITIGATION BANK CREDITS. (06/08/2023)

  • Are there any restrictions that will not allow the contractor to work nights?
    Contractor shall be required to obtain all required local permits and comply with all local noise related ordinances. Additionally, refer to Work Restrictions in the TRAFFIC CONTROL PLAN Special Provision, other standard specifications, and other special provisions. (06/08/2023)

  • Existing plans SN 101-141 is missing the sheet that contains the total structural steel weight (probably on sheet 94). Please make this information available.
    The existing structure plans requested have been placed in the ADDITIONAL INFORMATION folder online with the Plans and Special Provisions for the contract. (06/07/2023)

  • Can the Special Waste Ground Water be disposed of outside of IL?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/07/2023)

  • Structure 101-0207 requires metal shell pile as foundation elements. It appears from the Metal Shell Pile Details (Sheet 950) that the abutment pile require a reinforcing cage. Are reinforcing cages required on Pier pile as well?
    Per IDOT Standard Specifications, Article 512.04(d): “Reinforcement shall be used inside the shells as shown on the plans. Reinforcement shall be rigidly fastened together and lowered into the shell before the concrete is placed. Spurs or spacers shall be used to ensure the specified clearance for the bars.” (06/07/2023)

  • Structure 101-0207 requires metal shell pile as foundation elements. It appears from the Metal Shell Pile Details (Sheet 950) that the abutment pile require a reinforcing cage. Please confirm abutment pile require reinforcing.
    Yes, reinforcement will be required to be installed at the abutment piles as shown on plan sheet 45, 947, and 925. Note, per IDOT Standard Specifications, Article 512.04(d): “Reinforcement shall be used inside the shells as shown on the plans. Reinforcement shall be rigidly fastened together and lowered into the shell before the concrete is placed. Spurs or spacers shall be used to ensure the specified clearance for the bars.” (06/07/2023)

  • Structure 101-0207 requires metal shell pile as foundation elements. Do these pile require any concrete fill?
    Per IDOT Standard Specifications, Article 512.04: “Metal shell piles shall consist of a steel shell with a welded end plate which is driven into place and filled with concrete.” (06/07/2023)

  • Structure 101-0207 requires metal shell pile as foundation elements. It is not clear if these pile are to be outfitted with a flat plate or conical point. The pay quantity for PILE SHOES of 120 EACH does not appear to include any quantity for end plates or conical points on the shell pile. Do metal shell pile require end plate, conical point, or are they to be driven open-end? Please clarify type.
    Per IDOT Standard Specifications, Article 512.04: “Metal shell piles shall consist of a steel shell with a welded end plate which is driven into place and filled with concrete.” No pile shoes are listed for SN 101-0207, therefore no conical points will be required to be installed on the metal shell piles for the foundation of this structure. (06/07/2023)

  • Please confirm that the quantity and Unit of Measure are correct for Drilling and Setting Piles in Soil (51265001) and Drilling and Setting Piles in Rock (51265002). The take off quantities for both pay items matches the plan quantity but in cubic yards not cubic feet.
    An addendum will be issued revising the quantities for DRILLING AND SETTING PILES (IN SOIL) and DRILLIND AND SETTING PILES (IN ROCK). (06/07/2023)

  • Will IDOT consider the use of CAM in leu of BAM?
    IDOT will not consider the use of CAM in lieu of BAM. Project shall be bid according to the bid package. (06/07/2023)

  • The Proposed Typical sections shows 4" CA6 or CA8 to be placed incidentally under the PCC Shoulders. The Roadway Plan and Profile shows Stab. Subbase HMA 4" under these shoulders, please clarify which of these materials is constructed under the PCC Shoulder and how is it paid.
    Stab. Subbase HMA 4” shall extend 18” past the edge of CRC pavement under the inside and outside PCC shoulders as shown in Highway Standards 421201 and 420206 and the typical sections and paid as noted in the typical sections. CA 6 or CA 8 shall extend 6” past the edge of the outside PCC shoulder as shown in the typical sections and paid for as noted in the typical sections. (06/07/2023)

  • in regards to the patching. You have 2 different oils on the mainline. Can you just state what oil you want.... PG58-28 or 64-22. I'm assuming you want 64-22 but we are 24 questions deep on this job and I'm questioning every life decision up to this point.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/07/2023)

  • How is the emergency detour being paid for.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/07/2023)

  • 1. Please provide a complete set of existing bridge drawings for structure 101-0131, Mulford Road
    Existing structure plans have been placed in the ADDITIONAL INFORMATION folder with the Plans and Special Provisions online. (06/05/2023)

  • Can IDOT provide a complete set of existing plans for Mulford Rd 101-0131?
    Existing structure plans have been placed in the ADDITIONAL INFORMATION folder with the Plans and Special Provisions online. (06/05/2023)

  • Please specifiy the Metallized limits of the Steel box beams. Should the Steel box be metallized on the inside and the outside or are the Painted Surfaces of the Steel box beam the same limits to Metallized surfaces according to the Painting limits that show the outside of the box only on sheet 770?
    All new structural steel for SN 101-0215 shall be metallized per Note 9 on Sheet 769 of 2192 and GBSP 82, which includes the inside and outside of the box girders. (06/02/2023)

  • Confirming if all earth excavation and aggregate base work associated with temporary pavement (either option) is incidental to the temporary pavement line item or will they be paid for separately? Also regarding the temporary runaround on ramp DA, it appears to call out for HMA shoulders. Can you confirm and which line item those shoulders will be paid under (and associated removal)?
    Aggregate base work and earth excavation for the aggregate base work and pavement associated with either temporary pavement option is included in the cost of the temporary pavement line item. The entirety of the temporary runaround on ramp DA, including the shoulders, shall be included in the pay items for temporary pavement and temporary pavement removal. The temporary runaround shall have the same thickness of temporary pavement across the entire width as described in the special provision. (06/02/2023)

  • The 3 message signs on the emergency detour will they stay on site for the duration of the project. How will they be paid for. If there is no Standard for Emergency closures or no specification on this project.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/02/2023)

  • Shoulders on mix table shows 2” and 6”
    These thicknesses as shown in the mixture design table are correct. (06/02/2023)

  • Can Disc type bearings be used in lieu of the Pot bearings shown on the contract plans?
    Substituting with disc bearings will not be allowed. Project shall be bid according to the bid package. (06/02/2023)

  • Structure No. 101-0207 shows the use of guided expansion pot type bearings. Are disc bearings an acceptable alternative for use on this project?
    Substituting with disc bearings will not be allowed. Project shall be bid according to the bid package. (06/02/2023)

  • With this high profile job will there be an expressway surveillance item added?
    Expressway Surveillance will not be included on this project. Project shall be bid according to the bid package. (06/02/2023)

  • Mix table for shoulders should be 2" and 4" it appears. What mix do you want for the patching and what oil? IL19.0 N50 or N70 and PG58-28 or PG 64-22?
    Refer to Article 442.02, Note 2 for the mixture requirements of CLASS D PATCHES, TYPE IV, 6 INCH. The oil grade will also be the same as the mainline. The mixture table is correct with a 4” binder and 2” surface. (06/01/2023)

  • Will the speed trailers be paid for if so will the item be added.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/01/2023)

  • Please provide the special provision for item X0328017 STRM MIT BANK CRED
    An addendum will be issued to address this. (06/01/2023)

  • Removal plans contain a note "See project commitments for tree removal time frame restrictions."  Please provide copies of these commitments for review.
    All commitments are provided on sheet 6 of the plans. (06/01/2023)

  • How will the temp Modified Urethane pavement marking removal being paid for.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/01/2023)

  • Special Provisions for Removal and Disposal of Regulated Substances references section 5.2 of the WSP USA, E&I Final PSI Report dated February 6th, 2023. Please provide this report for review.
    All available environmental reports are on ICX. (06/01/2023)

  • Will PCC Pavement jointing and elevation plans be provided as an addendum for this bid proposal?
    The PCC pavement will be CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT. Details are in the plans for areas that cannot be covered by the Standards such as ramp gore areas. (06/01/2023)

  • The 3 message signs on the emergency detour will they stay on site for the duration of the project. How will they be paid for?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/01/2023)

  • Please provide the existing surface data in .XML format as well as the proposed grading data in .XML format.
    XML files for this project are not available prior to bidding. Project shall be bid according to the bid package. (06/01/2023)

  • How are the changeable message sign being paid for on the I39/US 20 staging plans?
    Changeable message signs are paid for using pay item: 70107025 CHANGEABLE MESSAGE SIGN (06/01/2023)

  • Can IDOT provide complete existing structure drawings for structures 101-136 & 101-140? This would include the structural steel and substructure details
    Complete existing structural plans of Structures 101-0136 and 101-0140 will be placed in the ADDITIONAL INFORMATION folder online with the Plans and Special Provisions for the contract. (05/31/2023)

  • How is bridge approach pavement removal paid for?
    An addendum will be issued clarifying the Special Provisions for REMOVAL OF EXISTING STRUCTURES to include this work. (05/31/2023)

  • Where in the plans is the 376' of 18" Variable Slot, Slotted Drain Pipe located (Drainage Plan & Profile) ?
    Slotted drain 18” with variable slot is shown on plan sheet 587. (05/31/2023)

  • Please provide the grading/xsec information for the pre-stage Ramp DA Runaround road shown on sheet 179.
    The cross section sheets for the pre-stage Ramp DA Runaround are on sheets 217-233. (05/26/2023)

  • How will the aggregates under the center median barrier base be paid for?
    Aggregate to be used as a base under the center median barrier base shall be the same as the adjacent materials. Pay Item 30300112 AGGREGATE SUBGRADE IMPROVEMENT 12” (SQ YD) is to be used as a base under the median barrier wall from STA 2571+69.17 to STA 2620+50.00. Pay Item 30300118 AGGREGATE SUBGRADE IMPROVEMENT 18” (SQ YD) is to be used as a base under the median barrier wall from STA 2620+50.00 to STA 2620+83.00. (05/26/2023)

  • What is the aggregate base thickness to be used under the center median barrier base?
    Aggregate to be used as a base under the center median barrier base shall be the same as the adjacent materials. Pay Item 30300112 AGGREGATE SUBGRADE IMPROVEMENT 12” (SQ YD) is to be used as a base under the median barrier wall from STA 2571+69.17 to STA 2620+50.00. Pay Item 30300118 AGGREGATE SUBGRADE IMPROVEMENT 18” (SQ YD) is to be used as a base under the median barrier wall from STA 2620+50.00 to STA 2620+83.00. (05/26/2023)

  • What type of aggregates are to be used as a base under the center median barrier base?
    Aggregate to be used as a base under the center median barrier base shall be the same as the adjacent materials. Pay Item 30300112 AGGREGATE SUBGRADE IMPROVEMENT 12” (SQ YD) is to be used as a base under the median barrier wall from STA 2571+69.17 to STA 2620+50.00. Pay Item 30300118 AGGREGATE SUBGRADE IMPROVEMENT 18” (SQ YD) is to be used as a base under the median barrier wall from STA 2620+50.00 to STA 2620+83.00. (05/26/2023)

Authorized Bidders

  • 1285 Curran Contracting Company and Civil Constructors, Inc. d/b/a Helm Civil Joint Venture
    286 Memorial Court
    Crystal Lake, IL 60014
    Phone: (815) 455-5100 Fax: (815) 455-7894 Email: estimating@currancontracting.com
    $98,823,285.78

  • 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

  • 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

  • 3042 Judlau Contracting, Inc.
    1011 Warrenville Road
    Suite 475
    Lisle, IL 60532
    Phone: (630) 387-6040 Fax: (331) 777-5771 Email: chicago@judlau.com

  • 3460 Lindahl Brothers, Inc.
    622 East Green Street
    Bensenville, IL 60106
    Phone: (630) 595-1080 Fax: (630) 595-0976 Email: sfaber@lindahlbros.com

  • 3702 Martam Construction Incorporated
    1200 Gasket Dr
    Elgin, IL 60120
    Phone: (847) 608-6800 Fax: (847) 608-6804 Email: No Record

  • 5842 Superior Construction Co., Inc.
    1455 Louis Sullivan Drive
    Portage, IN 46368
    Phone: (219) 787-0850 Fax: (219) 763-9998 Email: MWEstimating@superiorconstruction.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
    $107,293,682.43

  • 0974 William Charles Construction Company, LLC & Plote Construction Inc.
    833 Featherstone
    Rockford, IL 61107
    PO Box 2071
    Loves Park, IL 61130
    Phone: No Record Fax: No Record Email: elizabeth.sluiter@williamcharles.com
    $108,338,446.58

Non Bidders

  • 1552 Dunnet Bay Construction Company
    (Pending Authorization)
    115 N. Brandon Drive
    Glendale Heights, IL 60139
    Phone: (630) 539-1200 Fax: (630) 539-4171 Email: estimating@dunnetbay.net

  • 1799 Fischer Excavating, Inc.
    1567 Heine Rd.
    Freeport, IL 61032
    Phone: (815) 233-3232 Fax: (815) 235-7557 Email: tgilbertson@fischerinc.com

  • 3251 Kraemer North America, LLC
    One Plainview Road
    P.O. Box 220
    Plain, WI 53577
    PO Box 220
    Plain, WI 53577
    Phone: (608) 546-2311 Fax: (608) 299-6079 Email: BIDSWI@KraemerNA.com

  • 4741 Phoenix Corporation of the Quad Cities
    1006 Rosehill Rd
    Port Byron, IL 61275
    PO Box 445
    Rapids City, IL 61278
    Phone: (309) 523-3687 Fax: (309) 523-3752 Email: mdecap@phoenixcorp.org

  • 1560 R. W. DUNTEMAN COMPANY
    (Pending Authorization)
    600 S. LOMBARD RD.
    ADDISON, IL 60101
    P. O. BOX 1129
    ADDISON, IL 60101
    Phone: (630) 953-1500 Fax: (630) 932-0994 Email: estimating@rwdco.com

  • 6264 Veritas Steel LLC
    2300 Cabot Dr. Suite 425
    Lisle, IL 60532
    Phone: (630) 423-8708 Fax: (630) 505-0868 Email: lgeissler@veritassteel.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 320.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 186.000
20100500 ACRE TREE REMOVAL, ACRES Base items 6.170
20200100 CU YD EARTH EXCAVATION Base items 801,921.000
20200200 CU YD ROCK EXCAVATION Base items 64,457.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 10,000.000
20800150 CU YD TRENCH BACKFILL Base items 8,742.000
21101505 CU YD TOPSOIL EXCAVATION AND PLACEMENT Base items 47,733.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 3,204.000
21101645 SQ YD TOPSOIL FURNISH AND PLACE, 12" Base items 39,063.000
25000210 ACRE SEEDING, CLASS 2A Base items 30.000
25000310 ACRE SEEDING, CLASS 4 Base items 43.000
25000320 ACRE SEEDING, CLASS 5 Base items 26.750
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 8,972.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 8,972.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 8,972.000
25000750 ACRE MOWING Base items 118.000
25100115 ACRE MULCH, METHOD 2 Base items 99.750
25100630 SQ YD EROSION CONTROL BLANKET Base items 435,380.000
25100900 SQ YD TURF REINFORCEMENT MAT Base items 22,405.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 11,393.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 2,034.000
28000315 TON AGGREGATE DITCH CHECKS Base items 35.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 43,100.000
28000500 EACH INLET AND PIPE PROTECTION Base items 78.000
28000510 EACH INLET FILTERS Base items 173.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 525,058.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 151.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 837.000
28100205 TON STONE RIPRAP, CLASS A3 Base items 130.000
28100207 TON STONE RIPRAP, CLASS A4 Base items 941.000
28100209 TON STONE RIPRAP, CLASS A5 Base items 196.000
28200200 SQ YD FILTER FABRIC Base items 24,878.000
30300011 TON AGGREGATE SUBGRADE IMPROVEMENT Base items 26,748.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 155,077.000
30300118 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 18" Base items 593.000
31200100 SQ YD STABILIZED SUBBASE 4" Base items 125.000
31200500 SQ YD STABILIZED SUBBASE - HOT-MIX ASPHALT, 4" Base items 126,336.000
35101500 CU YD AGGREGATE BASE COURSE, TYPE B Base items 23.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 101.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 11,800.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 2,201.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 3,197.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 1,176.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 254.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 617.000
42000070 SQ YD PAVEMENT CONNECTOR (HMA) FOR BRIDGE APPROACH SLAB Base items 60.000
42000080 SQ YD PAVEMENT CONNECTOR (PCC) FOR BRIDGE APPROACH SLAB Base items 156.000
42001300 SQ YD PROTECTIVE COAT Base items 152,988.000
42100350 SQ YD CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 12 1/2" Base items 90,397.000
42100615 SQ YD PAVEMENT REINFORCEMENT Base items 90,397.000
42101090 EACH TRANSVERSE TERMINAL JOINT COMPLETE 24' Base items 6.000
42101100 EACH TRANSVERSE TERMINAL JOINT COMPLETE 36' Base items 2.000
42101416 EACH LUG SYSTEM COMPLETE 16' Base items 1.000
42101424 EACH LUG SYSTEM COMPLETE 24' Base items 11.000
42101436 EACH LUG SYSTEM COMPLETE 36' Base items 1.000
42300300 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 7 INCH Base items 101.000
44000100 SQ YD PAVEMENT REMOVAL Base items 81,409.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 97.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 997.000
44003100 SQ FT MEDIAN REMOVAL Base items 605.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 48,642.000
44201723 SQ YD CLASS D PATCHES, TYPE IV, 6 INCH Base items 58.000
48100500 SQ YD AGGREGATE SHOULDERS, TYPE A 6" Base items 10,658.000
48203021 SQ YD HOT-MIX ASPHALT SHOULDERS, 6" Base items 2,205.000
48300710 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 12 1/2" Base items 57,834.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 8.000
50100300 EACH REMOVAL OF EXISTING STRUCTURES NO. 1 Base items 1.000
50100400 EACH REMOVAL OF EXISTING STRUCTURES NO. 2 Base items 1.000
50100500 EACH REMOVAL OF EXISTING STRUCTURES NO. 3 Base items 1.000
50100600 EACH REMOVAL OF EXISTING STRUCTURES NO. 4 Base items 1.000
50100700 EACH REMOVAL OF EXISTING STRUCTURES NO. 5 Base items 1.000
50104400 EACH CONCRETE HEADWALL REMOVAL Base items 45.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 1,986.000
50157300 SQ YD PROTECTIVE SHIELD Base items 2,774.000
50200100 CU YD STRUCTURE EXCAVATION Base items 8,156.000
50200400 CU YD ROCK EXCAVATION FOR STRUCTURES Base items 4,608.000
50200450 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL FOR STRUCTURES Base items 6,700.000
50300100 EACH FLOOR DRAINS Base items 14.000
50300225 CU YD CONCRETE STRUCTURES Base items 1,406.000
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 2,943.700
50300300 SQ YD PROTECTIVE COAT Base items 11,127.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 444.800
50401350 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE BEAMS, IL72 Base items 1,265.000
50401355 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE BEAMS, IL72N Base items 856.000
50500105 L SUM FURNISHING AND ERECTING STRUCTURAL STEEL Base items 1.000
50500505 EACH STUD SHEAR CONNECTORS Base items 26,194.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 1,060,628.000
50800515 EACH BAR SPLICERS Base items 300.000
50800530 EACH MECHANICAL SPLICERS Base items 2.000
51100100 SQ YD SLOPE WALL 4 INCH Base items 2,980.000
51200957 FOOT FURNISHING METAL SHELL PILES 12" X 0.250" Base items 880.000
51201610 FOOT FURNISHING STEEL PILES HP12X63 Base items 1,638.000
51201900 FOOT FURNISHING STEEL PILES HP14X89 Base items 2,775.000
51202000 FOOT FURNISHING STEEL PILES HP14X102 Base items 403.000
51202305 FOOT DRIVING PILES Base items 5,696.000
51203200 EACH TEST PILE METAL SHELLS Base items 3.000
51203610 EACH TEST PILE STEEL HP12X63 Base items 2.000
51203900 EACH TEST PILE STEEL HP14X89 Base items 6.000
51204000 EACH TEST PILE STEEL HP14X102 Base items 2.000
51204650 EACH PILE SHOES Base items 120.000
51265001 CU FT DRILLING AND SETTING PILES (IN SOIL) Base items 2,366.800
51265002 CU FT DRILLING AND SETTING PILES (IN ROCK) Base items 1,188.000
51500100 EACH NAME PLATES Base items 5.000
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 305.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 13.000
52100020 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE II Base items 7.000
52100520 EACH ANCHOR BOLTS, 1" Base items 124.000
52100530 EACH ANCHOR BOLTS, 1 1/4" Base items 24.000
52100540 EACH ANCHOR BOLTS, 1 1/2" Base items 28.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 7,996.000
52200500 SQ FT MECHANICALLY STABILIZED EARTH RETAINING WALL Base items 10,271.000
52318802 L SUM DRAINAGE SYSTEM FOR STRUCTURES Base items 1.000
54002020 EACH EXPANSION BOLTS 3/4 INCH Base items 40.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 13.000
54213675 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 30" Base items 4.000
54213681 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 36" Base items 13.000
54213693 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 48" Base items 8.000
54213705 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 60" Base items 4.000
54213717 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 72" Base items 2.000
54248510 CU YD CONCRETE COLLAR Base items 6.000
5424A024 FOOT PIPE CULVERTS, CLASS A, TYPE 4 24" (TEMPORARY) Base items 28.000
5424A030 FOOT PIPE CULVERTS, CLASS A, TYPE 4 30" (TEMPORARY) Base items 55.000
5424A036 FOOT PIPE CULVERTS, CLASS A, TYPE 4 36" (TEMPORARY) Base items 170.000
5424A048 FOOT PIPE CULVERTS, CLASS A, TYPE 4 48" (TEMPORARY) Base items 185.000
5424A060 FOOT PIPE CULVERTS, CLASS A, TYPE 4 60" (TEMPORARY) Base items 24.000
54260315 FOOT TRAVERSABLE PIPE GRATE FOR CONCRETE END SECTION Base items 92.000
54261324 EACH CONCRETE END SECTION, STANDARD 542001, 24", 1:3 Base items 3.000
54261336 EACH CONCRETE END SECTION, STANDARD 542001, 36", 1:3 Base items 2.000
54261348 EACH CONCRETE END SECTION, STANDARD 542001, 48", 1:3 Base items 2.000
54262712 EACH METAL FLARED END SECTIONS 12" Base items 12.000
542A0229 FOOT PIPE CULVERTS, CLASS A, TYPE 1 24" Base items 60.000
542A0241 FOOT PIPE CULVERTS, CLASS A, TYPE 1 36" Base items 8.000
542A1069 FOOT PIPE CULVERTS, CLASS A, TYPE 2 24" Base items 50.000
542A1081 FOOT PIPE CULVERTS, CLASS A, TYPE 2 36" Base items 211.000
542A1093 FOOT PIPE CULVERTS, CLASS A, TYPE 2 48" Base items 315.000
542A1105 FOOT PIPE CULVERTS, CLASS A, TYPE 2 60" Base items 9.000
542A1117 FOOT PIPE CULVERTS, CLASS A, TYPE 2 72" Base items 141.000
542A2749 FOOT PIPE CULVERTS, CLASS A, TYPE 4 24" Base items 279.000
542A3391 FOOT PIPE CULVERTS, CLASS A, TYPE 5 36" Base items 210.000
542A3403 FOOT PIPE CULVERTS, CLASS A, TYPE 5 48" Base items 235.000
542JA024 FOOT PIPE CULVERTS, CLASS A 24" (JACKED) Base items 73.000
542JA072 FOOT PIPE CULVERTS, CLASS A 72" (JACKED) Base items 413.000
550A0120 FOOT STORM SEWERS, CLASS A, TYPE 1 24" Base items 279.000
550A0160 FOOT STORM SEWERS, CLASS A, TYPE 1 36" Base items 31.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 2,549.000
550A0430 FOOT STORM SEWERS, CLASS A, TYPE 2 30" Base items 73.000
550A0450 FOOT STORM SEWERS, CLASS A, TYPE 2 36" Base items 1,949.000
550A0480 FOOT STORM SEWERS, CLASS A, TYPE 2 48" Base items 1,991.000
550A0710 FOOT STORM SEWERS, CLASS A, TYPE 3 24" Base items 177.000
550A0730 FOOT STORM SEWERS, CLASS A, TYPE 3 30" Base items 459.000
550A0800 FOOT STORM SEWERS, CLASS A, TYPE 3 60" Base items 120.000
550A1010 FOOT STORM SEWERS, CLASS A, TYPE 4 24" Base items 69.000
550A1050 FOOT STORM SEWERS, CLASS A, TYPE 4 36" Base items 267.000
550A1080 FOOT STORM SEWERS, CLASS A, TYPE 4 48" Base items 298.000
550A1300 FOOT STORM SEWERS, CLASS A, TYPE 5 30" Base items 437.000
550A1370 FOOT STORM SEWERS, CLASS A, TYPE 5 60" Base items 138.000
550A1580 FOOT STORM SEWERS, CLASS A, TYPE 6 24" Base items 129.000
550A1650 FOOT STORM SEWERS, CLASS A, TYPE 6 48" Base items 262.000
550A1970 FOOT STORM SEWERS, CLASS A, TYPE 7 60" Base items 255.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 979.000
55100700 FOOT STORM SEWER REMOVAL 15" Base items 501.000
55100900 FOOT STORM SEWER REMOVAL 18" Base items 731.000
55101200 FOOT STORM SEWER REMOVAL 24" Base items 747.000
55101600 FOOT STORM SEWER REMOVAL 36" Base items 603.000
55101900 FOOT STORM SEWER REMOVAL 48" Base items 211.000
55102100 FOOT STORM SEWER REMOVAL 60" Base items 1,259.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 1,449.000
58700300 SQ FT CONCRETE SEALER Base items 4,300.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 625.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 64.000
60100945 FOOT PIPE DRAINS 12" Base items 175.000
60108200 FOOT PIPE UNDERDRAINS 6" (SPECIAL) Base items 1,846.000
60108204 FOOT PIPE UNDERDRAINS, TYPE 2, 4" Base items 307.000
60108206 FOOT PIPE UNDERDRAINS, TYPE 2, 6" Base items 38,443.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 827.000
60200405 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 4 FRAME AND GRATE Base items 3.000
60200905 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 9 FRAME AND GRATE Base items 1.000
60204105 EACH CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 4 FRAME AND GRATE Base items 14.000
60204205 EACH CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 5 FRAME, OPEN LID Base items 2.000
60221500 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 5 FRAME, CLOSED LID Base items 4.000
60224000 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 5 FRAME, CLOSED LID Base items 3.000
60224436 EACH MANHOLES, TYPE A, 7'-DIAMETER, TYPE 5 FRAME, OPEN LID Base items 5.000
60224438 EACH MANHOLES, TYPE A, 7'-DIAMETER, TYPE 4 FRAME AND GRATE Base items 12.000
60224453 EACH MANHOLES, TYPE A, 8'-DIAMETER, TYPE 4 FRAME AND GRATE Base items 2.000
60224483 EACH MANHOLES, TYPE A, 9'-DIAMETER, TYPE 4 FRAME AND GRATE Base items 1.000
60270050 EACH DRAINAGE STRUCTURES, TYPE 4 WITH TWO TYPE 20 FRAME AND GRATES Base items 23.000
60500040 EACH REMOVING MANHOLES Base items 6.000
60500060 EACH REMOVING INLETS Base items 30.000
60600095 CU YD CLASS SI CONCRETE (OUTLET) Base items 1.300
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 54.000
60624600 SQ FT CORRUGATED MEDIAN Base items 611.000
61000115 EACH TYPE E INLET BOX, STANDARD 610001 Base items 7.000
61000225 EACH TYPE F INLET BOX, STANDARD 610001 Base items 4.000
61100605 CU YD MISCELLANEOUS CONCRETE Base items 10.000
61133100 EACH FIELD TILE JUNCTION VAULTS, 2' DIA. Base items 11.000
61133200 EACH FIELD TILE JUNCTION VAULTS, 3' DIA. Base items 10.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 1,838.500
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 6.000
63100070 EACH TRAFFIC BARRIER TERMINAL, TYPE 5 Base items 8.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 16.000
63100089 EACH TRAFFIC BARRIER TERMINAL, TYPE 6B Base items 1.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 13.000
63100169 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) FLARED Base items 2.000
63200310 FOOT GUARDRAIL REMOVAL Base items 7,372.000
63500105 EACH DELINEATORS Base items 259.000
63700280 FOOT CONCRETE BARRIER, DOUBLE FACE, 44 INCH HEIGHT Base items 4,182.000
63700805 FOOT CONCRETE BARRIER TRANSITION Base items 110.000
63700900 FOOT CONCRETE BARRIER BASE Base items 4,224.000
63800920 FOOT MODULAR GLARE SCREEN SYSTEM, TEMPORARY Base items 3,904.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 60,613.000
64300260 EACH IMPACT ATTENUATORS (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 3.000
66400305 FOOT CHAIN LINK FENCE, 6' Base items 3,487.000
66600105 EACH FURNISHING AND ERECTING RIGHT OF WAY MARKERS Base items 11.000
66700305 EACH PERMANENT SURVEY MARKERS, TYPE II Base items 9.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 1,000.000
66900400 GALLON SPECIAL WASTE GROUNDWATER DISPOSAL Base items 15,000.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 4.000
66900575 EACH VOCS GROUNDWATER ANALYSIS Base items 4.000
66900580 EACH SVOCS GROUNDWATER ANALYSIS Base items 4.000
66900605 EACH RCRA METALS GROUNDWATER ANALYSIS Base items 4.000
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 146.000
67100100 L SUM MOBILIZATION Base items 1.000
70100200 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701331 Base items 1.000
70100410 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701416 Base items 3.000
70100420 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701411 Base items 5.000
70100800 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701401 Base items 1.000
70100825 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701456 Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 40.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 364.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
70303120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - MODIFIED URETHANE Base items 442,800.000
70303130 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" - MODIFIED URETHANE Base items 46,518.000
70303140 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" - MODIFIED URETHANE Base items 12,980.000
70303160 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- MODIFIED URETHANE Base items 1,058.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 32,328.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 5,326.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 38,903.000
70600250 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3 Base items 9.000
70600260 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 12.000
70600280 EACH IMPACT ATTENUATORS, TEMPORARY (SEVERE USE,NARROW), TEST LEVEL 3 Base items 6.000
70600332 EACH IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 7.000
70600350 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 3 Base items 10.000
70600370 EACH IMPACT ATTENUATORS, RELOCATE (SEVERE USE, NARROW), TEST LEVEL 3 Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 210.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 332.000
72000300 SQ FT SIGN PANEL - TYPE 3 Base items 3,151.000
72100100 SQ FT SIGN PANEL OVERLAY Base items 32.000
72200100 EACH DEMOUNTABLE LEGEND CHARACTERS AND ARROWS Base items 1.000
72300100 SQ FT INSTALL EXISTING SIGN PANEL Base items 2.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 2.000
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 354.000
72400320 SQ FT REMOVE SIGN PANEL - TYPE 2 Base items 319.000
72400330 SQ FT REMOVE SIGN PANEL - TYPE 3 Base items 2,259.000
72400600 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE B Base items 1.000
72400720 SQ FT RELOCATE SIGN PANEL - TYPE 2 Base items 16.000
72400730 SQ FT RELOCATE SIGN PANEL - TYPE 3 Base items 306.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 15.000
72700100 POUND STRUCTURAL STEEL SIGN SUPPORT - BREAKAWAY Base items 16,022.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 81.000
73000100 FOOT WOOD SIGN SUPPORT Base items 775.000
73300200 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE II-A (4'-6" X 5'-3") Base items 230.000
73300300 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE III-A (5'-0" X 7'-0") Base items 120.000
73301810 FOOT OVERHEAD SIGN STRUCTURE WALKWAY, TYPE A Base items 125.000
73400100 CU YD CONCRETE FOUNDATIONS Base items 41.000
73400200 CU YD DRILLED SHAFT CONCRETE FOUNDATIONS Base items 85.100
73600100 EACH REMOVE OVERHEAD SIGN STRUCTURE - SPAN Base items 3.000
73700100 EACH REMOVE GROUND MOUNTED SIGN SUPPORT Base items 23.000
73700200 EACH REMOVE CONCRETE FOUNDATION - GROUND MOUNT Base items 23.000
73700300 EACH REMOVE CONCRETE FOUNDATION - OVERHEAD Base items 12.000
73800005 EACH REMOVE STRUCTURAL STEEL SUPPORT FOR OVERHEAD SIGN STRUCTURE - SPAN Base items 6.000
78004600 SQ FT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LETTERS AND SYMBOLS Base items 1,046.000
78004620 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 4" Base items 14,107.000
78004625 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 5" Base items 31,905.000
78004630 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 6" Base items 1,593.000
78004635 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 7" Base items 3,461.000
78004640 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 8" Base items 1,145.000
78004645 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 9" Base items 5,089.000
78004660 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 12" Base items 1,975.000
78009000 SQ FT MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 168.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 40,986.000
78009006 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 6" Base items 5,018.000
78009008 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 8" Base items 9,005.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 3,037.000
78011000 SQ FT GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS AND SYMBOLS Base items 1,152.000
78011025 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 5" Base items 14,107.000
78011030 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 6" Base items 31,905.000
78011035 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 1,593.000
78011040 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 8" Base items 3,461.000
78011045 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 1,145.000
78011050 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 10" Base items 5,089.000
78011065 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 13" Base items 1,975.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 823.000
78100200 EACH TEMPORARY RAISED REFLECTIVE PAVEMENT MARKER Base items 4,569.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 407.000
78300201 SQ FT PAVEMENT MARKING REMOVAL - GRINDING Base items 45,457.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 46,298.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 1.000
81028260 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 6" DIA. Base items 193.000
81028350 FOOT UNDERGROUND CONDUIT, PVC, 2" DIA. Base items 179.000
81028370 FOOT UNDERGROUND CONDUIT, PVC, 3" DIA. Base items 1,011.000
81100300 FOOT CONDUIT ATTACHED TO STRUCTURE, 1" DIA., GALVANIZED STEEL Base items 610.000
81200230 FOOT CONDUIT EMBEDDED IN STRUCTURE, 2" DIA., PVC Base items 6,177.000
81300220 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 6" X 6" X 4" Base items 10.000
81300530 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 12" X 10" X 6" Base items 2.000
81300550 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 12" X 12" X 6" Base items 10.000
81300610 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 14" X 12" X 6" Base items 1.000
81300986 EACH JUNCTION BOX, STAINLESS STEEL, EMBEDDED IN STRUCTURE, 8" X 24" X 10" Base items 2.000
81301200 EACH JUNCTION BOX, STAINLESS STEEL, EMBEDDED IN STRUCTURE, 12" X 10" X 6" Base items 1.000
81603000 FOOT UNIT DUCT, 600V, 2-1C NO.8, 1/C NO.8 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 836.000
81603022 FOOT UNIT DUCT, 600V, 4-1C NO.10, 1/C NO.10 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 60.000
81603034 FOOT UNIT DUCT, 600V, 2-1C NO.6, 1/C NO.6 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 3,448.000
81603096 FOOT UNIT DUCT, 600V, 4-1C NO.8, 1/C NO.8 GROUND, (XLP-TYPE USE), 1 1/4" DIA. POLYETHYLENE Base items 13,055.000
81603100 FOOT UNIT DUCT, 600V, 4-1C NO.6, 1/C NO.6 GROUND, (XLP-TYPE USE), 1 1/4" DIA. POLYETHYLENE Base items 12,476.000
81702110 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 10 Base items 1,751.000
81702120 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 8 Base items 23,640.000
81702130 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 6 Base items 10,655.000
82110008 EACH LUMINAIRE, LED, ROADWAY, OUTPUT DESIGNATION H Base items 183.000
82110027 EACH LUMINAIRE, LED, UNDERPASS, SUSPENDED, OUTPUT DESIGNATION E Base items 8.000
82500380 EACH LIGHTING CONTROLLER, BASE MOUNTED, 480VOLT, 200AMP Base items 1.000
83003500 EACH LIGHT POLE, ALUMINUM, 45 FT. M.H., 12 FT. DAVIT ARM Base items 139.000
83003550 EACH LIGHT POLE, ALUMINUM, 45 FT. M.H., 12 FT. DAVIT ARM - TWIN Base items 22.000
83600300 FOOT LIGHT POLE FOUNDATION, 30" DIAMETER Base items 99.000
83600356 EACH LIGHT POLE FOUNDATION, METAL, 15" BOLT CIRCLE, 8 5/8" X 6' Base items 134.000
83800205 EACH BREAKAWAY DEVICE, TRANSFORMER BASE, 15 INCH BOLT CIRCLE Base items 134.000
84200600 EACH REMOVAL OF LIGHTING UNIT, NO SALVAGE Base items 4.000
84200605 EACH REMOVAL OF LIGHTING TOWER, NO SALVAGE Base items 11.000
84200804 EACH REMOVAL OF POLE FOUNDATION Base items 4.000
84500110 EACH REMOVAL OF LIGHTING CONTROLLER Base items 3.000
84500120 EACH REMOVAL OF ELECTRIC SERVICE INSTALLATION Base items 3.000
84500130 EACH REMOVAL OF LIGHTING CONTROLLER FOUNDATION Base items 3.000
X0320050 L SUM CONSTRUCTION LAYOUT (SPECIAL) Base items 1.000
X0323868 EACH DRAINAGE RESTRICTOR Base items 1.000
X0326806 L SUM WASHOUT BASIN Base items 1.000
X0328017 EACH STREAM MITIGATION BANK CREDITS Base items 156.260
X1400240 FOOT FIBER OPTIC CABLE IN CONDUIT, 96 FIBERS, SINGLE MODE Base items 31,974.000
X1400282 FOOT POLYETHYLENE DUCT, 1 1/4" DIA Base items 36,232.000
X1700016 FOOT CONCRETE BARRIER, SINGLE FACE, 54 INCH HEIGHT (SPECIAL) Base items 193.000
X1700115 EACH NOISE ABATEMENT WALL PANEL REMOVAL AND RE-ERECTION Base items 4.000
X1900010 ACRE SEEDING, CLASS 5C (SPECIAL) Base items 26.750
X2200020 FOOT FENCE REMOVAL AND REINSTALLATION Base items 1,855.000
X2503000 ACRE MAINTENANCE MOWING Base items 462.000
X2510900 SQ YD TURF REINFORCEMENT MAT (SPECIAL) Base items 207.000
X4400110 SQ YD TEMPORARY PAVEMENT REMOVAL Base items 24,916.000
X4400196 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL (SPECIAL) Base items 210.000
X5030250 SQ YD BRIDGE DECK GROOVING (LONGITUDINAL) Base items 4,655.000
X5030305 SQ YD CONCRETE WEARING SURFACE, 5" Base items 560.000
X5040100 SQ FT PRECAST BRIDGE APPROACH SLAB Base items 4,760.000
X5120020 FOOT FURNISHING STEEL PILES W14X211 Base items 781.000
X5211330 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, POT, GUIDED EXPANSION-600K Base items 6.000
X5211455 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, FIXED-1250K Base items 1.000
X5211470 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, FIXED-2000K Base items 1.000
X5211655 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-1250K Base items 1.000
X5211670 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-2000K Base items 1.000
X5420201 EACH DROP BOX NO.1 Base items 1.000
X5500648 FOOT CONCRETE STORM SEWER, SPECIAL - 48" Base items 278.000
X6020001 EACH CONTROL STRUCTURES NO. 1 (SPECIAL) Base items 1.000
X6020002 EACH CONTROL STRUCTURES NO. 2 (SPECIAL) Base items 1.000
X6020003 EACH CONTROL STRUCTURES NO. 3 (SPECIAL) Base items 1.000
X6020004 EACH CONTROL STRUCTURES NO. 4 (SPECIAL) Base items 1.000
X6020005 EACH CONTROL STRUCTURES NO. 5 (SPECIAL) Base items 1.000
X6020006 EACH CONTROL STRUCTURES NO. 6 (SPECIAL) Base items 1.000
X6020007 EACH CONTROL STRUCTURES NO. 7 (SPECIAL) Base items 1.000
X6020008 EACH CONTROL STRUCTURES NO. 8 (SPECIAL) Base items 1.000
X6020009 EACH CONTROL STRUCTURES NO. 9 (SPECIAL) Base items 1.000
X6020010 EACH CONTROL STRUCTURES NO. 10 (SPECIAL) Base items 1.000
X6020184 EACH TEMPORARY DRAINAGE CONNECTION Base items 27.000
X6020241 EACH CATCH BASIN, TYPE A 4'-DIAMETER, WITH GRATE NO. 1 (SPECIAL) Base items 8.000
X6020243 EACH CATCH BASIN, TYPE A 5'-DIAMETER, WITH GRATE NO. 1 (SPECIAL) Base items 8.000
X6020285 EACH MANHOLES, TYPE A, 5'-DIAMETER, WITH GRATE NO. 1 (SPECIAL) Base items 2.000
X6350206 EACH LINEAR DELINEATOR PANELS, 6 INCH Base items 259.000
X6370048 FOOT CONCRETE BARRIER BASE (SPECIAL) Base items 68.000
X6420100 SQ YD SHOULDER RUMBLE STRIP REMOVAL Base items 10,186.000
X6430120 EACH REMOVE IMPACT ATTENUATORS, NO SALVAGE Base items 6.000
X6431110 EACH REMOVE ATTENUATOR BASE Base items 6.000
X6640206 FOOT TEMPORARY CHAIN LINK FENCE, 6' Base items 280.000
X6640560 FOOT CHAIN LINK FENCE, 6' (SPECIAL) Base items 383.000
X6700410 CAL MO ENGINEER'S FIELD OFFICE, TYPE A (SPECIAL) Base items 22.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7010805 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701401 (SPECIAL) Base items 1.000
X7200056 SQ FT TEMPORARY SIGN PANEL ASSEMBLY Base items 75.000
X7200075 SQ FT REMOVE AND REINSTALL SIGN PANEL Base items 493.000
X7820007 EACH GUARDRAIL REFLECTORS, TYPE C (SPECIAL) Base items 109.000
X8420510 EACH REMOVAL OF TOWER FOUNDATION Base items 11.000
X8710306 EACH FIBER OPTIC CABLE SPLICE - MAINLINE Base items 9.000
Z0000100 EACH ABANDON EXISTING CULVERT Base items 3.000
Z0005216 SQ YD HOT-MIX ASPHALT STABILIZATION 6" AT STEEL PLATE BEAM GUARD RAIL Base items 513.000
Z0010614 EACH CLEANING EXISTING MANHOLE OR HANDHOLE Base items 2.000
Z0013797 SQ YD STABILIZED CONSTRUCTION ENTRANCE Base items 4,144.000
Z0016702 L SUM DETOUR SIGNING Base items 1.000
Z0018002 EACH DRAINAGE SCUPPERS, DS-11 Base items 2.000
Z0018004 EACH DRAINAGE SCUPPERS, DS-12 Base items 4.000
Z0018700 EACH DRAINAGE STRUCTURE TO BE REMOVED Base items 75.000
Z0022800 FOOT FENCE REMOVAL Base items 3,949.000
Z0025505 EACH PROPERTY MARKERS Base items 25.000
Z0028415 SQ YD GEOTECHNICAL REINFORCEMENT Base items 159,260.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 8,233.000
Z0033028 CAL MO MAINTENANCE OF LIGHTING SYSTEM Base items 15.000
Z0033052 EACH COMMUNICATIONS VAULT Base items 6.000
Z0054400 CU YD ROCK FILL Base items 10,846.000
Z0062456 SQ YD TEMPORARY PAVEMENT Base items 37,327.000
Z0065765 FOOT SLOTTED DRAIN 18" WITH VARIABLE SLOT Base items 376.000
Z0076600 HOUR TRAINEES Base items 5,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 5,000.000 $15.00
No More Pay Items

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