Home > Notice of Letting > Contract Detail

January 20, 2023 Letting 12:00 PM
131-62K74

Bulletin Description

This is a Bridge Deck overlay, bridge joint repair, pavement patching, overhead sign replacement, ITS loop detectors and lighting project along the inbound and inversible lanes on I-90 (Kennedy Expy from I-94 (Edens Expy) to Hubbard Street in the City of Chicago for a total of 40,320 Ft (7.63-Miles).
Region District DBE % VBP % Federal Project #
1 1 22.00 0.00 NHPP-HIBRUH3A(902)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Cook
  • FAI 90/94
  • I-90, I-94
  • 2020-004-BR
  • C-91-193-20
  • 1-78162-0100
  • 1-78162-0110
  • 1-78162-0120
  • 1-78162-0200
Contract Specifics
Project Labor Agreement
Completion Date: October 31, 2024 Plus 5 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (32 Submitted / 32 Answered ) Questions not accepted as of January 10, 2023 04:30 PM.

  • There are no lane closure time in the specs. There will be closure needed to stage MOT can IDOT give a scope of time that closure are aloud?
    Per the Specifications, "all stage changes requiring the stopping and/or the pacing of traffic shall take place during the allowable hours for Full Expressway Closures and shall be approved by the Department." (01/10/2023)

  • Please clarify the following pertaining to Traffic Control and Ramp Closures - can an exit ramp and an entrance ramp be closed concurrently at the same arterial cross-street location?
    Per the Keeping Expressway Open to Traffic Specification, no two consecutive exit ramps may be closed at the same time and no two consecutive entrance ramps may be closed at the same time. An exit ramp and an entrance ramp to the same cross street may be closed at the same time as long as the requirements shown in the plans and specifications are met and detour routes are not impacted. (01/10/2023)

  • Reversible I-90 over "Air" is a vaulted structure with minimal information provided for the existing structure (and no access for inspection). The Cleaning Drainage System item of work is included in this structure's bill of materials as 0.05 LS. Please provide additional information needed to determine the magnitude of this item of work at this location (i.e. drawings, details, approx length, connections, etc.).
    The exact dimension is not available. The Contractor will be given access to existing plans for any additional dimensions they may need. (01/10/2023)

  • Reference the Contract Plans for Reversible I-90 over CTA. The locations where the preformed joint seal 1" is to be installed is noted as "Reconstruct Joint" Please clarify the existing condition of the joints (i.e. are there existing joints to remove, etc.) and clarify the method of payment for any removals.
    The intent of this work is to remove and replace the existing 1" Preformed Joint Seal only without concrete removal and reconstruction around the joints. (01/10/2023)

  • The contract plans & specifications do not provide information for allowed times for expressway closures. Please provide information detailing when lane closures are allowed (i.e. 1-Lane, 2-Lane, 3-Lane, etc.) and the direction (as some Outbound closures will be needed).
    As noted in the plans and special provisions, a total of 4 lanes in the southbound and reversible lanes must remain open at all times to southbound traffic, with short term exceptions for some patching and OHSS 15 as shown in the plans and specifications. Northbound lanes may be shifted or staged as shown in the plans. No additional lanes shall be closed without permission from IDOT. Please see the special provisions for calendar dates and time restrictions for each stage. (01/10/2023)

  • The concrete repair work for the Reversibles over the CTA Structure will require taking the track adjacent to the work out of service. The contract plans and specifications for CTA Flagging and coordination do not provide much detailed information. Please provide additional information on when single CTA track outages (i.e. days, periods of time, etc.) will be allowed as equipment staging and setup/removal of work will require a significant portion of the allowed time.
    Please refer to the specification for available information from CTA. Further direction from CTA can be provided at pre construction meeting with CTA. (01/10/2023)

  • Please clarify IDOT's position on the following: This contract has an Incentive payment plan for completing all contract items and safely opening all roadways to traffic prior to the Completion Date. As this Contract's work is to be in cooperation with Contract 60T46 who is responsible for the traffic control "to close the reversible lanes" in Stage 3 (Final Stage) of this contract, is 60T46 also required to be complete & its traffic control removed to meet the requirements of the incentive?
    60T46 is responsible for closing the reversible in Stage 3. Coordination of traffic control with Contract 60T46 will be required to complete the project for the incentive requirements. (01/10/2023)

  • In the Notice to Bidders with the Contract's Special Provisions, bidders are instructed "to make all required inspections, and to inquire and seek explanation of the same.." Some areas of work are in vaulted areas only accessible through hatches from the x-way. Are photos available to show the general conditions and areas of work within the I-90 over "Air" Structure (i.e. general environment, access ladder, areas of concrete repair, ground conditions/obstacles for scaffolding, etc)?
    The contractor will be given access to the job site and existing plans for details of the vaulted areas. (01/10/2023)

  • What are the lane closure times on the expressway for a single, double or a triple there are none in the spec book.
    As noted in the plans and specifications a total of 4 lanes in the southbound and reversible lanes must remain open at all times to southbound traffic, with short term exceptions for some patching and OHSS 15 as shown in the plans and special provisions. Northbound lanes may be shifted or staged as shown in the plans. No additional lanes shall be closed without permission from IDOT. Please see special provision for calendar dates and time restrictions for each stage. (01/10/2023)

  • Regarding the Q&A for Item 63700805 CONC BAR TRANS which states that the barrier base is "included". BD-27 (Sht 1481) states in the Basis of Payment Note 3 that "Concrete Barrier Base Pay Item is to be included if the barrier is constructed monolithic or jointed to base." Please clarify, as the position of the Q&A contradicts BD-27.
    The intent is to transition from the OHSS foundation to standard width barrier. See BD 27 (sheet 1481) for transition detail for barrier and base. The base is included and can be monolithic or jointed. See Article 637 for additional information. (01/10/2023)

  • The Irving Park Bridge has bird netting on the underside of the bridge and bird spikes at the piers. These items may conflict with the work (i.e. protective shield, concrete removal & forming, deck slab repair, structural repair of concrete - substructure, etc.). Please clarify the engineer's position on this.
    The intent is to remove and replace the existing bird netting at the Irvin Park Bridge. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/09/2023)

  • Ref Contract Plans Sheet 620 & 698 - a "RR-UP" and "CL of Track" is called out between Piers 10 & 11 (Span 11). Please confirm that there are no requirements by the UP for work in these areas (i.e. access agreements, ROE, insurance, etc.).
    There are no anticipated requirements by the UP for work in these areas as the tracks are abandoned. (01/09/2023)

  • Ref Plans Sheets 538-539 (Ramp E/F) - Debris Removal. Please provide additional information, as the pictures are somewhat lacking and it is not possible to determine this first-hand (i.e. what are the various pieces classified as and their sizes, what is the spread and depth, how much volume is anticipated, how low is the lowest height clearance, how much backfill is needed to fill the area shown as a void, etc.)
    Please refer to the specification for available description of debris. Colored pictures from the plans can be provided at the preconstruction meeting, if needed. (01/09/2023)

  • Contract Plan Sheet 817 calls out Debris Removal at Pier 8 of Ashland Ave SB - this "debris removal" has not been clearly identified (i.e. what is it, how much is there, etc.). Please provide clarification for this portion of the Debris Removal Item.
    Please refer to the specification for available description of debris. The Contractor will be given access to the job site for extent of debris to be removed. (01/09/2023)

  • Ref Contract Plans Shts 1030-1040, the Concrete Repair work proposed on the Wall for the SB "Air" Structure will impact the existing mural. Please confirm that the contractor will not be responsible for its restoration/replacement.
    The department doesn’t anticipated that any Art work will need to be restored or protected as part of this contract. (01/09/2023)

  • How many feet and sizes and what exactly is being cleaned for the pay item Cleaning Drainage System?
    The exact dimension is not available. The Contractor will be given access to existing plans for any additional dimensions they may need. (01/09/2023)

  • This project has closures coming in on both expressway will there be a smart system on both expressways?
    Contract 62K74 will have a smart traffic monitoring system for both inbound and outbound traffic, as further detailed in a revised addendum SP. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)

  • What will the MOT winter stage look like after October 31st 2023 when state is completed.
    The inbound and outbound lanes will be fully open for traffic during the winter stage. The reversible traffic lanes will be open in the inbound direction with short term closures under the 60T46 contract; this work is detailed and to be coordinated under the 60T46 REVLAC contract. (01/05/2023)

  • Please clarify Note 15 in the General Notes of the Contract Plans (Sheet 7) - "Work to take place overnight and lane closures...." Please clarify the intent of this statement.
    Daytime and nighttime work will be allowed in the work zones showed in the MOT zones. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)

  • Note 17 in the General Notes of the Contract Plans indicates the presence of suspected lug systems and that they have been shown for reference. The lug systems do not seem to be indicated in the contract plans - please provide this information if it is deemed necessary.
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)

  • Reference Sheet 66 in the Contract Plans - Roadway Details. The approach pavement SMA Overlay detail indicates "Clean & Reseal Relief Joint" at the approach pavements. Please clarify this aspect of the work (i.e. additional info on intent/detail of work, method of payment, etc.)
    Per Article 406, surface shall be clean and free of debris prior to tack coat and HMA placement with the methods described in Article 406 of the SSRBC. If resealing is required, this can be performed with the crack sealing pay item already included in the contract. (01/05/2023)

  • Please clarify the intent for Pay Item 63700805 CONC BAR TRANS - is this item of work to include constructing a separated barrier base and barrier wall, or is this to be a monolithic base and barrier section?
    The intent is to transition from the OHSS foundation to standard width barrier. See BD 27 (sheet 1481) for transition detail for barrier and base. The base is included and can be monolithic or jointed. See Article 637 for additional information. (01/05/2023)

  • Please provide locations and details for Items 44001980 CONCRETE BARRIER REMOV (specifically the 166 ft designated roadway) and 63700380 CONC BAR VX 44HT.
    See Sheet 74 for location of the 166 LF of barrier wall. Replacement shall be variable height barrier wall using IDOT standard details. (01/05/2023)

  • X6640304 Chain Link Fence Removed & Re-erected: Please advise where the Chain Link Fence to be Removed & Re-erected is located, with Start and Stop stations.
    See Sheet 82 for location at proposed OHSS 12. Limits to be coordinated with foundation contractor as part of means and method for foundation construction. (01/05/2023)

  • Please provide additional information for the following items of work (i.e. detail of intent, location, a more detailed summary of quantities, etc.): 1) 20200100 EARTH EXCAVATION, 2) 20700220 POROUS GRAN EMBANK, 3) 31101000 SUB GRAN MAT B, 4) 31101810 SUB GRAN MAT B 12, and 5) 50800105 REINFORCEMENT BARS.
    Earth Excavation (20200100) is included for the attenuator at Wilson. NEED TO CONFIRM DRAINAGE STRUCTURE see sheet 195. Subbase Granular Material B 12 (31101810) is intended for use around OHSS pavement replacement. REINFORCEMENT BARS (50800105) is required for the concrete collar at OHSS 16, see Sheet 196. The other items are specified in the plans. (01/05/2023)

  • Please provide additional dimensioning information for the following (specifically for the protective shield) 1) Ashland SB - P.P. 773-779 Framing Plan 2) Kostner SB - P.P. 1402-1403 Cross Sections don’t provide spacing and there is no framing plan for this structure 3) Koster REV - P.P. 1421 Cross Sections don’t provide spacing and there is no framing plan for this structure 4) Wilson SB - P.P. 1468 Cross Sections don’t provide spacing and there is no framing plan for this structure.
    The dimensions needed to calculate the Protective Shield quantity per Art 501.03 are provided in the plans; i.e. the GP&E sheet shows the longitudinal limits and the out-to-out of deck width. The beam spacings are also shown on the abutment detail sheets. The Contractor will also be given access to existing plans for any additional dimensions they may need. (01/05/2023)

  • Ref Contract Plans Sheet 537. Note 2 states that "Cost of drilling holes and rodent shield included with Furnish & Install Access Door." The detail for the rodent shield indicates that there are 39 required, however the drawings show that there are 45 holes. Please clarify how many holes and rodent shields are needed as they are incidental.
    45 is correct. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)

  • Ref the Contract Plans Shts 1035, 1043 (Bridges over "Air"), the plan notes show a "1/2" Preformed Joint Seal to be included in the cost of Bridge Deck Latex Concrete Overlay, 3 inches." Sht 1046 shows a "!/2 PJF" at Pier 7. A pref compression seal is likely not available for a 1/2" dimension. Please clarify the intent of this joint (i.e. a preformed compression seal, a pre-comp foam joint, a PJF/fiber exp board, or a formed joint with concrete joint seal - hot seal, silicone caulk, etc.).
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)

  • Ref Contract Plans Sht 1041, 1043, 1045. "Exist Manhole to be replaced" with a Manhole Special, Frame and Lid. Please provide additional details for the work - i.e. how is the existing one currently in place, is concrete removal and replacement needed, are there addl connection details, what is the purpose of the steel cover plate, etc. Please provide a method of payment for the removal of the existing frame & lid.
    The work is intended to replace the manhole frame and lid only without concrete removal and replacement. Steel cover plate was intended to be a temporary measure to cover the manhole during construction and will be omitted with additional clarification of work part of Addendum sheets. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)

  • The General Notes, Note 28 states that a deep excavation existing facility (DEEFP) permit is required with CDOT OUC. Please provide clarification/details for the specific work for which this is required.
    This is for overhead sign foundations only as per city regulations. The contractor will be responsible for providing any deep excavation calculations based on means and methods to CDOT OUC. (01/05/2023)

  • Please provide additional information regarding: 1) the contract's anticipated NTP, and 2) the date when permanent expressway lane closures (staged construction) will be first allowed in 2023.
    The anticipated NTP / contract start date is up to approximately 60 days after letting. Lane closures will be allowed after 4/1/2023 when MOT coordination is done with other projects in the area as outlined in Contractor Cooperation specification. (01/04/2023)

  • Is any alignment information/data available? If so, can this be provided?
    Due to the scope of this project, alignment data was not required and is not available. Only the stationing is provided in the plans. Stationing DGN file can be provided at the preconstruction meeting, if needed. (12/28/2022)

Authorized Bidders

  • 1548 Dunnet Bay Construction Company & Martam Construction JV
    115 N. Brandon Drive
    Glendale Heights, IL 60139
    Phone: No Record Fax: No Record Email: estimating@dunnetbay.net
    $69,946,700.87

  • 1604 Era-Valdivia Contractors, Inc.
    11909 S. Avenue O
    Chicago, IL 60617
    Phone: (773) 721-9350 Fax: (773) 721-8027 Email: estimating@eravaldivia.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
    $79,670,621.87

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $75,304,316.14

  • 4813 Plote Construction, Inc.
    1100 Brandt Drive
    Hoffman Estates, IL 60192
    Phone: (847) 695-9300 Fax: (847) 695-9317 Email: bids@plote.com

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

Non Bidders

  • 0080 Aldridge Electric, Inc.
    (Pending Authorization)
    844 E. Rockland Rd.
    Libertyville, IL 60048
    Phone: (847) 680-5200 Fax: (847) 680-5233 Email: ggiovannetti@aldridgegroup.com

  • 0204 Areatha Construction Co., Inc.
    (Pending Authorization)
    410 E. North Avenue
    Streamwood, IL 60107
    Phone: (630) 830-9853 Fax: (630) 830-9856 Email: areathaconstco@sbcglobal.net

  • 2475 Hecker and Company, Inc.
    250 Industrial Lane
    Wheeling, IL 60090
    Phone: (847) 459-9222 Fax: (847) 459-9250 Email: dan@heckerco.com

  • 0733 John Burns Construction Company
    (Pending Authorization)
    999 Oakmont Plaza Drive, Suite 400
    Westmont, IL 60559
    Phone: (708) 638-7642 Fax: (708) 326-3499 Email: lmartinez@jbcco.com

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

  • 4677 Path Construction Company, Inc.
    (Pending Authorization)
    125 E. Algonquin Road
    Arlington Heights, IL 60005
    Phone: (847) 997-9147 Fax: (847) 398-7101 Email: PSowa@pathcc.com

  • 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

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 116.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 80.000
20101300 EACH TREE PRUNING (1 TO 10 INCH DIAMETER) Base items 10.000
20101350 EACH TREE PRUNING (OVER 10 INCH DIAMETER) Base items 33.000
20200100 CU YD EARTH EXCAVATION Base items 72.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 131.000
20800150 CU YD TRENCH BACKFILL Base items 38.000
21101605 SQ YD TOPSOIL FURNISH AND PLACE, 2" Base items 14,839.000
21101625 SQ YD TOPSOIL FURNISH AND PLACE, 6" Base items 15,785.000
25000210 ACRE SEEDING, CLASS 2A Base items 3.100
25100630 SQ YD EROSION CONTROL BLANKET Base items 15,785.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 180.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 385.000
28000510 EACH INLET FILTERS Base items 500.000
31101000 TON SUBBASE GRANULAR MATERIAL, TYPE B Base items 6.000
31101810 SQ YD SUBBASE GRANULAR MATERIAL, TYPE B 12" Base items 422.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 40,064.000
40600985 SQ YD PORTLAND CEMENT CONCRETE SURFACE REMOVAL - BUTT JOINT Base items 25,571.000
40605026 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 9.5, MIX "F", N80 Base items 9,972.000
42000400 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 9" Base items 81.000
42000540 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 12" Base items 163.000
42100340 SQ YD CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 12" Base items 129.000
44000100 SQ YD PAVEMENT REMOVAL Base items 333.000
44001980 FOOT CONCRETE BARRIER REMOVAL Base items 763.000
44200050 SQ YD WELDED WIRE REINFORCEMENT Base items 3,510.000
44200541 SQ YD CLASS A PATCHES, TYPE II, 9 INCH Base items 59.000
44200545 SQ YD CLASS A PATCHES, TYPE III, 9 INCH Base items 609.000
44200547 SQ YD CLASS A PATCHES, TYPE IV, 9 INCH Base items 2,447.000
44200577 SQ YD CLASS A PATCHES, TYPE II, 12 INCH Base items 70.000
44200581 SQ YD CLASS A PATCHES, TYPE III, 12 INCH Base items 222.000
44200583 SQ YD CLASS A PATCHES, TYPE IV, 12 INCH Base items 8,400.000
44200962 SQ YD CLASS B PATCHES, TYPE III, 9 INCH Base items 18.000
44200964 SQ YD CLASS B PATCHES, TYPE IV, 9 INCH Base items 376.000
44200974 SQ YD CLASS B PATCHES, TYPE III, 10 INCH Base items 197.000
44200976 SQ YD CLASS B PATCHES, TYPE IV, 10 INCH Base items 2,543.000
44200994 SQ YD CLASS B PATCHES, TYPE II, 12 INCH Base items 12.000
44200998 SQ YD CLASS B PATCHES, TYPE III, 12 INCH Base items 84.000
44201000 SQ YD CLASS B PATCHES, TYPE IV, 12 INCH Base items 318.000
44201294 FOOT CLASS B PATCH - EXPANSION JOINT Base items 1,600.000
44201298 EACH DOWEL BARS 1 1/4" Base items 55.000
44201299 EACH DOWEL BARS 1 1/2" Base items 2,200.000
44213000 SQ YD PATCHING REINFORCEMENT Base items 11,804.000
44213200 FOOT SAW CUTS Base items 33,911.000
44213202 EACH TIE BARS 1" Base items 5,948.000
45200100 FOOT JOINT OR CRACK ROUTING (PC CONCRETE PAVEMENT AND SHOULDER) Base items 25,600.000
45200300 POUND JOINT OR CRACK FILLING Base items 76,800.000
48100300 SQ YD AGGREGATE SHOULDERS, TYPE A 4" Base items 107.000
50102400 CU YD CONCRETE REMOVAL Base items 1,690.400
50104650 SQ YD SLOPE WALL REMOVAL Base items 132.000
50157300 SQ YD PROTECTIVE SHIELD Base items 45,409.000
50200100 CU YD STRUCTURE EXCAVATION Base items 146.000
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 1,865.000
50300300 SQ YD PROTECTIVE COAT Base items 100,917.000
50400805 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE I-BEAMS, 36 IN. Base items 113.000
50401005 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE I-BEAMS, 48 IN. Base items 1,778.000
50500405 POUND FURNISHING AND ERECTING STRUCTURAL STEEL Base items 18,080.000
50800105 POUND REINFORCEMENT BARS Base items 130.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 277,050.000
50800515 EACH BAR SPLICERS Base items 792.000
50800530 EACH MECHANICAL SPLICERS Base items 6,252.000
51100100 SQ YD SLOPE WALL 4 INCH Base items 132.000
52000005 FOOT PREFORMED JOINT SEAL 1" Base items 645.000
52000030 FOOT PREFORMED JOINT SEAL 2 1/2" Base items 5,476.000
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 8,926.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 30.000
52100520 EACH ANCHOR BOLTS, 1" Base items 140.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 558.000
54210188 EACH PIPE ELBOW, 27" Base items 4.000
54248510 CU YD CONCRETE COLLAR Base items 2.000
550A0420 FOOT STORM SEWERS, CLASS A, TYPE 2 27" Base items 34.000
55101300 FOOT STORM SEWER REMOVAL 27" Base items 34.000
58700300 SQ FT CONCRETE SEALER Base items 44,398.000
59000200 FOOT EPOXY CRACK INJECTION Base items 933.000
60250200 EACH CATCH BASINS TO BE ADJUSTED Base items 2.000
60255500 EACH MANHOLES TO BE ADJUSTED Base items 9.000
60402615 EACH GRATES, TYPE 20 Base items 10.000
60402640 EACH GRATES, TYPE 24 Base items 10.000
60403800 EACH LIDS, TYPE 1, CLOSED LID Base items 5.000
60608582 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-4.24 Base items 1,000.000
63700380 FOOT CONCRETE BARRIER, VARIABLE CROSS SECTION 44 INCH HEIGHT Base items 166.000
63700805 FOOT CONCRETE BARRIER TRANSITION Base items 444.000
64300260 EACH IMPACT ATTENUATORS (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 1.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 521.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 2.000
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 90.000
67100100 L SUM MOBILIZATION Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 5,760.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
70301120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY Base items 369,387.000
70301125 FOOT TEMPORARY PAVEMENT MARKING - LINE 5" - EPOXY Base items 100,875.000
70301140 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" - EPOXY Base items 103,114.000
70301160 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- EPOXY Base items 27,016.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 19,375.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 99.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 22,650.000
70600250 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3 Base items 1.000
70600260 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 15.000
70600330 EACH IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE), TEST LEVEL 3 Base items 25.000
72000300 SQ FT SIGN PANEL - TYPE 3 Base items 4,354.000
72400330 SQ FT REMOVE SIGN PANEL - TYPE 3 Base items 4,374.000
73300100 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE I-A (4'-0" X 4'-6") Base items 426.000
73300200 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE II-A (4'-6" X 5'-3") Base items 212.000
73300300 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE III-A (5'-0" X 7'-0") Base items 348.000
73301810 FOOT OVERHEAD SIGN STRUCTURE WALKWAY, TYPE A Base items 199.000
73302110 FOOT OVERHEAD SIGN STRUCTURE - CANTILEVER, TYPE I-C-A (24" X 4'-6") Base items 23.000
73400100 CU YD CONCRETE FOUNDATIONS Base items 39.000
73400200 CU YD DRILLED SHAFT CONCRETE FOUNDATIONS Base items 451.000
73600100 EACH REMOVE OVERHEAD SIGN STRUCTURE - SPAN Base items 12.000
73600200 EACH REMOVE OVERHEAD SIGN STRUCTURE - CANTILEVER Base items 1.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 25,400.000
78000500 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 8" Base items 6,200.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 2,450.000
78003111 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 4" Base items 3,996.000
78003121 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 5" Base items 42,131.000
78004620 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 4" Base items 605.000
78004625 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 5" Base items 6,880.000
78004635 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 7" Base items 3,996.000
78004640 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 8" Base items 42,131.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 146,120.000
78009008 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 8" Base items 47,820.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 13,895.000
78011025 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 5" Base items 605.000
78011030 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 6" Base items 6,880.000
78011040 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 8" Base items 3,996.000
78011045 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 42,131.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 4,900.000
78100200 EACH TEMPORARY RAISED REFLECTIVE PAVEMENT MARKER Base items 17,960.000
78200011 EACH BARRIER WALL REFLECTORS, TYPE C Base items 7,400.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 4,900.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 351,125.000
81028200 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA. Base items 2,877.000
81028240 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA. Base items 320.000
81028730 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 1 1/4" DIA. Base items 5,349.000
81100605 FOOT CONDUIT ATTACHED TO STRUCTURE, 2" DIA., PVC COATED GALVANIZED STEEL Base items 305.000
81300945 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 24" X 24" X 8" Base items 5.000
81400200 EACH HEAVY-DUTY HANDHOLE Base items 10.000
81702120 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 8 Base items 940.000
81702130 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 6 Base items 2,830.000
82110008 EACH LUMINAIRE, LED, ROADWAY, OUTPUT DESIGNATION H Base items 564.000
82110016 EACH LUMINAIRE, LED, HIGHMAST, OUTPUT DESIGNATION I Base items 198.000
87900100 EACH DRILL EXISTING FOUNDATION Base items 5.000
89502210 EACH MODIFY EXISTING CONTROLLER CABINET Base items 5.000
A2000312 EACH TREE, ACER MIYABEI MORTON (STATE STREET MIYABE MAPLE), 1-1/2" CALIPER, BALLED AND BURLAPPED Base items 10.000
A2000316 EACH TREE, ACER MIYABEI MORTON (STATE STREET MIYABEI MAPLE), 2" CALIPER, BALLED AND BURLAPPED Base items 25.000
A2001110 EACH TREE, ACER RUBRUM OCTOBER GLORY (OCTOBER GLORY RED MAPLE), 1-1/4" CALIPER, BALLED AND BURLAPPED Base items 10.000
A2001116 EACH TREE, ACER RUBRUM OCTOBER GLORY (OCTOBER GLORY RED MAPLE), 2" CALIPER, BALLED AND BURLAPPED Base items 25.000
A2001216 EACH TREE, ACER RUBRUM RED SUNSET (RED SUNSET RED MAPLE), 2" CALIPER, BALLED AND BURLAPPED Base items 10.000
A2001612 EACH TREE, ACER SACCHARINUM MORTON (CRESCENDO SUGAR MAPLE), 2" CALIPER, BALLED AND BURLAPPED Base items 10.000
A2002484 EACH TREE, CARPINUS BETULUS FASTIGIATA (COLUMNAR EUROPEAN HORNBEAM), 2" CALIPER, BALLED AND BURLAPPED Base items 20.000
A2002516 EACH TREE, CARPINUS CAROLINIANA (AMERICAN HORNBEAM), 2" CALIPER, BALLED AND BURLAPPED Base items 20.000
A2002572 EACH TREE, CARPINUS CAROLINIANA (AMERICAN HORNBEAM), 1-1/2" CALIPER, TREE FORM BALLED AND BURLAPPED Base items 40.000
A2002816 EACH TREE, CATALPA SPECIOSA (NORTHERN CATALPA), 2" CALIPER, BALLED AND BURLAPPED Base items 38.000
A2002879 EACH TREE, CELTIS OCCIDENTALIS CHICAGOLAND, (CHICAGOLAND COMMON HACKBERRY), 2" CALIPER, BALLED AND BURLAPPED Base items 50.000
A2002916 EACH TREE, CELTIS OCCIDENTALIS (COMMON HACKBERRY), 2" CALIPER, BALLED AND BURLAPPED Base items 35.000
A2003021 EACH TREE, CELTIS OCCIDENTALIS JFS-KSU1 (PRAIRIE SENTINEL HACKBERRY), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 28.000
A2003216 EACH TREE, CORYLUS COLURNA (TURKISH FILBERT), 2" CALIPER, BALLED AND BURLAPPED Base items 46.000
A2004414 EACH TREE, GINKGO BILOBA (GINKGO), 1-3/4" CALIPER, BALLED AND BURLAPPED Base items 30.000
A2004512 EACH TREE, GINKGO BILOBA AUTUMN GOLD (AUTUMN GOLD GINKGO), 2" CALIPER, BALLED AND BURLAPPED Base items 33.000
A2004516 EACH TREE, GINKGO BILOBA PRINCETON SENTRY (PRINCETON SENTRY GINKGO), 2" CALIPER, BALLED AND BURLAPPED Base items 4.000
A2004702 EACH TREE, GLEDITSIA TRIACANTHOS INERMIS IMPERIAL (IMPERIAL HONEYLOCUST), 2" CALIPER, BALLED AND BURLAPPED Base items 41.000
A2004716 EACH TREE, GLEDITSIA TRIACANTHOS INERMIS SHADEMASTER (SHADEMASTER THORNLESS COMMON HONEYLOCUST), 2" CALIPER, BALLED AND BURLAPPED Base items 31.000
A2005016 EACH TREE, GYMNOCLADUS DIOICUS (KENTUCKY COFFEETREE), 2" CALIPER, BALLED AND BURLAPPED Base items 13.000
A2005040 EACH TREE, GYMNOCLADUS DIOICUS ESPRESSO-JFS (ESPRESSO KENTUCKY COFFEETREE), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 24.000
A2005417 EACH TREE, LIRIODENDRON TULIPIFERA ARNOLD (ARNOLD TULIP TREE) 2" CALIPER, BALLED AND BURLAPPED Base items 24.000
A2005418 EACH TREE, LIRIODENDRON TULIPIFERA 'JFS-OZ' (EMERALD CITY TULIP TREE) 2" CALIPER, BALLED AND BURLAPPED Base items 20.000
A2005420 EACH TREE, LIRIODENDRON TULIPIFERA (TULIP TREE), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 20.000
A2005467 EACH TREE, MACLURA POMFERA 'WHITE SHIELD' (WHITE SHIELD OSAGE ORANGE), 2" CALIPER ,BALLED AND BULAPPED Base items 21.000
A2005616 EACH TREE, OSTRYA VIRGINIANA (AMERICAN HOPHORNBEAM), 2" CALIPER, BALLED AND BURLAPPED Base items 45.000
A2005617 EACH TREE, OSTRYA VIRGINIANA 'JFS-KW5' (AUTUMN TREASURE HOPHORNBEAM), 2" CALIPER, BALLED AND BURLAPPED Base items 15.000
A2005956 EACH TREE, PLATANUS X ACERIFOLIA MORTON CIRCLE (EXCLAMATION LONDON PLANETREE), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 50.000
A2006516 EACH TREE, QUERCUS BICOLOR (SWAMP WHITE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 60.000
A2006616 EACH TREE, QUERCUS IMBRICARIA (SHINGLE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 40.000
A2006816 EACH TREE, QUERCUS MUEHLENBERGII (CHINKAPIN OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 40.000
A2007200 EACH TREE, QUERCUS ROBUR LONG (REGAL PRINCE OAK), 2" CALIPER, BALLED ANDBURLAPPED Base items 35.000
A2007616 EACH TREE, TAXODIUM DISTICHUM (COMMON BALD CYPRESS), 2" CALIPER, BALLED AND BURLAPPED Base items 3.000
A2007916 EACH TREE, TILIA AMERICANA REDMOND (REDMOND AMERICAN LINDEN), 2" CALIPER, BALLED AND BURLAPPED Base items 10.000
A2008468 EACH TREE, ULMUS AMERICANA PRINCETON (PRINCETON AMERICAN ELM), 2" CALIPER, BALLED AND BURLAPPED Base items 15.000
A2008518 EACH TREE, ULMUS MORTON GLOSSY (TRIUMPH ELM), 2" CALIPER, BALLED AND BURLAPPED Base items 12.000
A2012116 EACH TREE, AESCULUS X AUTUMN SPLENDOR (AUTUMN SPLENDOR BUCKEYE), 2" CALIPER, BALLED AND BURLAPPED Base items 5.000
A2012122 EACH TREE, AESCULUS X AUTUMN SPLENDOR (AUTUMN SPLENDOR BUCKEYE), 1-3/4" CALIPER, BALLED AND BURLAPPED, MATCHING HEADS Base items 10.000
A2016616 EACH TREE, QUERCUS ELLIPSOIDALIS (HILL'S OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 40.000
A2064012 EACH TREE, QUERCUS ALBA X ROBUR CRIMSCHMIDT (CRIMSON SPIRE OAK), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 10.000
A2064R12 EACH TREE-QUERCUS ALBA X ROBUR JFS-KWIQX (STREETSPIRE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 15.000
A3005014 EACH GYMNOCLADUS DIOICUS SKINNY LATTE (SKINNY LATTE KENTUCKY COFFEETREE), 2" CALIPER, BALLED AND BURLAPPED Base items 19.000
B2000666 EACH TREE, AMELANCHIER X GRANDIFLORA (APPLE SERVICEBERRY), 6' HEIGHT, SHRUB FORM, BALLED AND BURLAPPED Base items 35.000
B2001468 EACH TREE, CORNUS MAS 'GOLDEN GLORY'(GOLDEN GLORY CORNELIAN CHERRY DOGWOOD), 6' HEIGHT, CLUMP FORM, BALLED AND BURLAPPED Base items 15.000
B2001666 EACH TREE, CRATAEGUS CRUSGALLI INERMIS (THORNLESS COCKSPUR HAWTHORN), 6' HEIGHT, SHRUB FORM, BALLED AND BURLAPPED Base items 7.000
B2002772 EACH TREE, MALUS X ADSTRINGENS 'DURELO' (GLADIATOR CRABAPPLE), 2" CALIPER, BALLED AND BURLAPPED Base items 7.000
B2006135 EACH TREE, SYRINGA PEKINENSIS 'WFH2' (GREAT WALL CINESE TREE LILAC) 2" CALIPER, BALLED AND BURLAPPED Base items 22.000
B2006272 EACH TREE, SYRINGA RETICULATA BAILANCE (FIRST EDITION SNOWDANCE JAPANESE TREE LILAC), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 36.000
B2006316 EACH TREE, SYRINGA RETICULATA IVORY SILK (IVORY SILK JAPANESE TREE LILAC), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 33.000
B2010070 EACH TREE, CLADRASTIS KENTUCKEA (AMERICAN YELLOWWOOD), 2" CALIPER, BALLED AND BURLAPPED Base items 20.000
B2010072 EACH TREE, CLADRASTIS KENTUCKEA PERKINS PINK (PERKINS PINK AMERICAN YELLOWWOOD), 2" CALIPER, BALLED AND BURLAPPED Base items 15.000
C2003260 EACH SHRUB, HAMAMELIS VERNALIS (VERNAL WITCH HAZEL), 5' HEIGHT, BALLED AND BURLAPPED Base items 30.000
C2003372 EACH SHRUB, HAMAMELIS VIRGINIANA (COMMON WITCHHAZEL), 6' HEIGHT, BALLED AND BURLAPPED Base items 30.000
C2005924 EACH SHRUB, RHUS GLABRA (SMOOTH SUMAC), 2' HEIGHT, BALLED AND BURLAPPED Base items 50.000
C2006024 EACH SHRUB, RHUS TYPHINA (STAGHORN SUMAC), 2' HEIGHT, BALLED AND BURLAPPED Base items 530.000
D2001660 EACH EVERGREEN, JUNIPERUS VIRGINIANA CANAERTII (CANAERTI RED CEDAR), 5' HEIGHT, BALLED AND BURLAPPED Base items 5.000
D2001760 EACH EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 5' HEIGHT, BALLED AND BURLAPPED Base items 5.000
D2001772 EACH EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 6' HEIGHT, BALLED AND BURLAPPED Base items 11.000
D2001784 EACH EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 7' HEIGHT, BALLED AND BURLAPPED Base items 5.000
D2001788 EACH EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 8' HEIGHT, BALLED AND BURLAPPED Base items 5.000
D2001960 EACH EVERGREEN, PICEA GLAUCA DENSATA (BLACK HILLS SPRUCE), 5' HEIGHT, BALLED AND BURLAPPED Base items 20.000
D2001972 EACH EVERGREEN, PICEA GLAUCA DENSATA (BLACK HILLS SPRUCE), 6' HEIGHT, BALLED AND BURLAPPED Base items 39.000
D2001984 EACH EVERGREEN, PICEA GLAUCA DENSATA (BLACK HILLS SPRUCE), 7' HEIGHT, BALLED AND BURLAPPED Base items 25.000
D2001988 EACH EVERGREEN, PICEA GLAUCA DENSATA (BLACK HILLS SPRUCE), 8' HEIGHT, BALLED AND BURLAPPED Base items 20.000
D2002060 EACH EVERGREEN, PICEA OMORIKA (SERBIAN SPRUCE), 5' HEIGHT, BALLED AND BURLAPPED Base items 35.000
D2002072 EACH EVERGREEN, PICEA OMORIKA (SERBIAN SPRUCE), 6' HEIGHT, BALLED AND BURLAPPED Base items 24.000
D2002084 EACH EVERGREEN, PICEA OMORIKA (SERBIAN SPRUCE), 7' HEIGHT, BALLED AND BURLAPPED Base items 50.000
D2002088 EACH EVERGREEN, PICEA OMORIKA (SERBIAN SPRUCE), 8' HEIGHT, BALLED AND BURLAPPED Base items 30.000
D2002372 EACH EVERGREEN, PINUS FLEXILIS (LIMBER PINE), 6' HEIGHT, BALLED AND BURLAPPED Base items 70.000
D2002384 EACH EVERGREEN, PINUS FLEXILIS (LIMBER PINE), 7' HEIGHT, BALLED AND BURLAPPED Base items 55.000
D2002388 EACH EVERGREEN, PINUS FLEXILIS (LIMBER PINE), 8' HEIGHT, BALLED AND BURLAPPED Base items 35.000
D2002472 EACH EVERGREEN, PINUS FLEXILIS VANDERWOLF'S PYRAMID (VANDERWOLF'S PYRAMID LIMBER PINE), 6' HEIGHT, BALLED AND BURLAPPED Base items 50.000
D2002484 EACH EVERGREEN, PINUS FLEXILIS VANDERWOLF'S PYRAMID (VANDERWOLF'S PYRAMID LIMBER PINE), 7' HEIGHT, BALLED AND BURLAPPED Base items 25.000
D2002488 EACH EVERGREEN, PINUS FLEXILIS VANDERWOLF'S PYRAMID (VANDERWOLF'S PYRAMID LIMBER PINE), 8' HEIGHT, BALLED AND BURLAPPED Base items 30.000
K0029629 POUND WEED CONTROL, BROADLEAF IN TURF Base items 2.000
K0029634 POUND WEED CONTROL, PRE-EMERGENT GRANULAR HERBICIDE Base items 113.000
K0036120 SQ YD MULCH PLACEMENT 4" Base items 102.000
X0321309 SQ YD CONCRETE PAD Base items 20.000
X0323491 FOOT SLOPE WALL CRACK SEALING Base items 2,088.000
X0323914 EACH FIBER OPTIC CABLE SPLICE - LATERAL Base items 6.000
X0325222 GALLON WEED CONTROL, BASAL TREATMENT Base items 2.500
X0325748 SQ YD ACRYLIC COATING Base items 2,270.000
X0325749 SQ FT FIBER WRAP Base items 20,334.000
X0326952 EACH STEP-DOWN TRANSFORMER Base items 2.000
X0327577 L SUM PROTECT AND MAINTAIN EXISTING UNDERPASS LUMINAIRE Base items 1.000
X0327605 L SUM DYNAMIC MESSAGE SIGN REMOVAL AND INSTALLATION Base items 1.000
X0327773 EACH ACCESS DOOR Base items 2.000
X0327999 SQ FT ANTI-GRAFFITI COATING Base items 33,338.000
X0328013 SQ YD PROTECTIVE NETTING Base items 3,830.000
X0328023 SQ YD REMOVAL OF EXISTING PROTECTIVE NETTING Base items 3,830.000
X0900022 FOOT BRIDGE DRAINAGE SYSTEM REPAIR Base items 72.000
X1400155 FOOT REMOVAL OF FIBER OPTIC CABLE Base items 33,990.000
X1400217 EACH TERMINATE FIBER IN CABINET Base items 60.000
X1400459 EACH DYNAMIC MESSAGE SIGN REMOVAL - IDOT Base items 3.000
X1700011 SQ FT STAMPED COLORED PORTLAND CEMENT CONCRETE MEDIAN SURFACE 4 INCH Base items 500.000
X1800011 EACH TREE, AESCULUS CARNEA FORT MCNAIR (FORT MCNAIR BUCKEYE), 2" CAPLIPER, BALLED AND BURLAPED Base items 10.000
X1800013 EACH TREE, GLEDITSIA TRIACANTHOS VAR. INERMIS DRAVES (STREET KEEPER HONEYLOCUST), 2" CALIPER, BALLED AND BURLAPPED Base items 20.000
X2010100 EACH TREE LIMB REMOVAL (4 TO 10 INCHES DIAMETER) Base items 5.000
X2010200 EACH TREE LIMB REMOVAL (OVER 10 INCHES DIAMETER) Base items 1.000
X2010310 UNIT TREE REMOVAL (SPECIAL) Base items 40.000
X2010350 ACRE TREE REMOVAL, ACRES (SPECIAL) Base items 3.000
X2010400 UNIT STUMP REMOVAL ONLY Base items 5.000
X2100002 UNIT PRUNING FOR SAFETY AND EQUIPMENT CLEARANCE Base items 7.000
X2300054 L SUM REVLAC CONTROL SYSTEM TESTING Base items 1.000
X2503110 ACRE MOWING (SPECIAL) Base items 4.000
X2600028 EACH DYNAMIC MESSAGE SIGN, WALK-IN ACCESS, FULL MATRIX, COLOR, NTCIP 1203 Base items 3.000
X2700001 EACH TEMPORARY RUMBLE STRIPS (SPECIAL) Base items 45.000
X4405020 FOOT LONGITUDINAL PARTIAL DEPTH REMOVAL 2" Base items 9,875.000
X4420900 TON LONGITUDINAL PARTIAL DEPTH PATCHING Base items 367.000
X5030250 SQ YD BRIDGE DECK GROOVING (LONGITUDINAL) Base items 56,737.000
X5060700 EACH CLEANING AND PAINTING BEARINGS Base items 788.000
X5060704 SQ FT CLEANING AND PAINTING EXPOSED REBAR Base items 484.000
X5537800 FOOT STORM SEWERS TO BE CLEANED 12" Base items 225.000
X6020086 EACH MANHOLE, SPECIAL, FRAME AND LID Base items 1.000
X6025300 EACH CATCH BASINS TO BE ADJUSTED (SPECIAL) Base items 216.000
X6025600 EACH MANHOLES TO BE ADJUSTED (SPECIAL) Base items 22.000
X6062206 SQ FT STAMPED COLORED PORTLAND CEMENT CONCRETE MEDIAN SURFACE 6 INCH Base items 1,500.000
X6431220 EACH REMOVE AND REPLACE IMPACT ATTENUATOR SAND MODULE Base items 2.000
X6640304 FOOT CHAIN LINK FENCE TO BE REMOVED AND RE-ERECTED Base items 200.000
X6700410 CAL MO ENGINEER'S FIELD OFFICE, TYPE A (SPECIAL) Base items 19.000
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 730.000
X8130112 EACH JUNCTION BOX TYPE J Base items 7.000
X8140115 EACH HANDHOLE TO BE ADJUSTED Base items 4.000
X8211035 EACH LUMINAIRE, LED, UNDERPASS, REPLACEMENT, SUSPENDED,OUTPUT DESIGNATION E Base items 10.000
X8420096 EACH REMOVAL OF LUMINAIRE, SALVAGE, ROADWAY Base items 564.000
X8420098 EACH REMOVAL OF LUMINAIRE, SALVAGE, HIGH MAST Base items 198.000
X8420103 EACH REMOVAL OF LUMINAIRE, NO SALVAGE, UNDERPASS Base items 10.000
X8570000 L SUM SMART TRAFFIC MONITORING SYSTEM Base items 1.000
X8710035 FOOT FIBER OPTIC CABLE 96 FIBERS, SINGLE MODE Base items 34,690.000
X8710036 FOOT FIBER OPTIC CABLE 12 FIBERS, SINGLE MODE Base items 1,500.000
X8730312 FOOT ELECTRIC CABLE IN CONDUIT, LEAD-IN, NO. 18 4/C, TWISTED, SHIELDED Base items 6,882.000
X8780107 FOOT CONCRETE FOUNDATION (SPECIAL) Base items 9.000
X8850109 FOOT PREFORMED INDUCTION LOOP Base items 2,179.000
Z0001700 SQ YD APPROACH SLAB REPAIR (FULL DEPTH) Base items 162.000
Z0001903 POUND STRUCTURAL STEEL REMOVAL Base items 17,910.000
Z0001905 POUND STRUCTURAL STEEL REPAIR Base items 20.000
Z0003615 EACH REMOVAL OF EXISTING CONCRETE I-BEAM Base items 30.000
Z0003802 EACH REMOVAL OF EXISTING BEARINGS Base items 60.000
Z0006018 SQ YD BRIDGE DECK LATEX CONCRETE OVERLAY, 3 INCHES Base items 82,852.000
Z0010605 L SUM CLEANING DRAINAGE SYSTEM Base items 1.000
Z0010617 MILE SUPPLEMENTAL SWEEPING Base items 8.000
Z0012130 SQ YD BRIDGE DECK SCARIFICATION 3/4" Base items 82,852.000
Z0012754 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES) Base items 11,865.000
Z0012755 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH GREATER THAN 5 INCHES) Base items 1,418.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0015500 L SUM DEBRIS REMOVAL Base items 1.000
Z0016001 SQ YD DECK SLAB REPAIR (FULL DEPTH, TYPE I) Base items 24.700
Z0016002 SQ YD DECK SLAB REPAIR (FULL DEPTH, TYPE II) Base items 655.100
Z0018051 EACH DRAINAGE SCUPPERS TO BE ADJUSTED Base items 69.000
Z0018500 EACH DRAINAGE STRUCTURES TO BE CLEANED Base items 150.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 84,773.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 4,000.000
Z0033028 CAL MO MAINTENANCE OF LIGHTING SYSTEM Base items 269.000
Z0043800 SQ FT PRECAST PRESTRESSED CONCRETE I-BEAM REPAIR Base items 802.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0055905 FOOT TEMPORARY CONSTRUCTION FENCE Base items 6,052.000
Z0064800 UNIT SELECTIVE CLEARING Base items 78.000
Z0073200 EACH TEMPORARY SHORING AND CRIBBING Base items 60.000
Z0073510 EACH TEMPORARY TRAFFIC SIGNAL TIMING Base items 35.000
Z0076600 HOUR TRAINEES Base items 2,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 2,000.000 $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.