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June 16, 2023 Letting 12:00 PM
169-62P71

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

Bulletin Description

(2.78-Mile) Reconstruction of new continuously reinforced concrete pavement, concrete median barrier wall, Portland cement concrete shoulders, grading work, drainage improvements, erosion control, pavement marking and signage installation, maintenance of traffic, construction layout, landscaping, etc. Located in the Villages of Minooka and Shorewood and the Township of Troy in various Counties.
Region District DBE % VBP % Federal Project #
1 1 22.00 0.00 NHPPI4WJ(714)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Various
  • FAI 80
  • I-80
  • 2021-154-R
  • C-91-105-22
  • 1-77247-0110
Contract Specifics
Project Labor Agreement
Completion Date: September 30, 2025 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (27 Submitted / 26 Answered ) Questions not accepted as of June 06, 2023 04:30 PM.

  • For the pay item 'Lightpole Foundation, Integral with Barrier Wall, 24" Dia', the special prov for this item states that the top portion of the foundation shall be integral with a portion of the double face barrier wall. The standard detail for the double face wall shows this section to be 10'. Please clarify if the barrier wall, base and foundation for this 10' section is to be paid under the lt pole fnd item or is the +wall paid separate under the double face 44" conc wall and base items.
    For this contract, quantity has been provided for Concrete Barrier, Double Face, 44 In height along with the base horizontally through the median light pole areas. There are 6 locations of the Light pole foundation, Integral with Barrier Wall, 24” and it is conservatively assumed that 9 feet vertical depths will be used totaling 54 feet. The contractor will get paid for the actual depths needed per location based on soil conditions. The additional materials and work needed to make the light pole foundation integral with the barrier wall is included with the light pole foundation pay item. (06/09/2023)

  • 78100100 Why are there no Raised Pavement markers ??
    Raised Reflective Pavement markers are not included in this contract, but may be placed in a future contract. (06/09/2023)

  • Will Item 30300112, Aggregate Subgrade Improvement 12, be required to be trimmed or cut to the plan elevation with a subgrade machine as presented in Specification Section 1103.09?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/09/2023)

  • What type of Pavement (Asphalt or PCC) is the temporary pavement, shown on sheet 19, that is to be removed.
    It is our understanding that the Contractor for contract 62N31 has elected to use PCC pavement; however the contractor should field verify existing conditions. (06/09/2023)

  • Can you confirm that the PCC Base Course to be removed is standard IDOT jointed pavement and not Continuously Reinforced Pavement
    The typical sections show the existing pavement sections based on best available information. The contractor should bid the work according to the plans and specifications. (06/09/2023)

  • Will IDOT provide the General Contractor with a laydown area on the project or within close proximity?
    The contractor will be limited to the work zone areas shown on the plans. Also see general note 1 on Sheet 4. (06/09/2023)

  • Will IDOT allow the median barrier wall and base to be poured together monolithically?
    We have no objection for the Contractor to pour the barrier wall and base monolithically. Article 637.04 of the standard specifications allows for this. (06/08/2023)

  • Drawing Sheet No. 299 provides geotextile wall details and makes reference to a Special Provision for this scope of work. We do not see any Special Provision for Geotextile Retaining Wall. Please provide.
    The reference to a “Special Provision” for the Geotextile Retaining Wall on Sheet 299 of the subject contract plans should reference Section 522.11 of the IDOT Standard Specifications for Road and Bridge Construction (SSRBC). (06/08/2023)

  • Regarding the pre-existing hazards question answered on 5/31/23, please explain why IDOT cannot indemnify or hold harmless the Contractor. If there is a legal or statutory basis for this position, please identify it.
    The relevant section of the Illinois Constitution is Article VIII (Finance) Section 1. A debt of the State has to be specifically appropriated and definitive. An indemnity is open ended and is an unknown amount and therefore may not be agreed to by the State. (06/08/2023)

  • Regarding pay item 80400200 ELECTRICAL UTILITY SERVICE CONNECTION 1 LUMP SUM, the special provision notes, 'for bidding purposes, this item shall be estimated at $50,000.' On the iCX Base Item page, the bid form has $7,500 entered for this line. If the department wants a $50,000 allowance for this item, the unit price must be changed in iCX.
    The issue should be corrected in iCX. (06/06/2023)

  • For Pay item 54003000 Concrete Box Culverts does that item have to be cast-in place or is it acceptable to do the work as precast?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. The Contractor may submit a Value Engineering proposal, if they the low bidder, after the award of the contract. (06/05/2023)

  • There is a Structural Geotech Report for Culvert SN 099-8342, but there are no reports for any of the other box culverts. Were any geotechnical reports prepared for the other culvert structures? If yes, please provide.
    The Department is in the process of compiling the requested information and will post it to the additional information folder on the website. Contractors should monitor the website for the updated information. (06/05/2023)

  • Reference pay item X7040650 Remove Temporary Concrete Barrier. Drawings do not explicitly show the location this will be required. Please provide the location where this pay item will be used.
    This barrier will be left in place from contract 62N31 – in preparation for the 62P71 contract. This is state owned barrier wall that will need to be removed at the completion of this job. It will be located throughout the project limits on the WB pavement. (06/02/2023)

  • Cofferdam locations are unclear. It appears they would be associated with stream flow at WOUS locations that are affected when performing culvert replacement/installation, but the GENERAL NOTES for the culvert work states: The method of water diversion shall be subject to the approval of the Engineer and cost shall be included with the cost of the Concrete Box Culverts. Can clarification be provided for the scope of work that should be included with the COFFERDAM items?
    Cofferdam Type 1 is provided for the preparation of an in-stream/wetland work plan and the installation, maintenance, removal and disposal of the temporary cofferdam(s) to isolate the work area from water within regulated wetlands and Waters of the U.S. (WOUS) in accordance with the authorized U.S. Army Corps of Engineers (USACE) Section 404 Permit and the General Conditions of the current Nationwide Permit Program. The quantity is provided for work occurring within identified delineated Wetlands/WOUS through the project limits and provided per detailed stage of bridge, culvert or other construction. (06/02/2023)

  • There are 7 each COFFERDAMS (TYPE 1) (IN-STREAM/WETLAND WORK) listed in the Summary of Quantities tables. We find reference to 404 permit and in-stream work plan in the Erosion and Sediment Control Plan General Notes, but do not see any other callout, reference, note, or other information about the COFFERDAMS in the plan sets. Can more detail be provided as the specific location and details for each of the 7 COFFERDAMS?
    Cofferdam Type 1 is provided for the preparation of an in-stream/wetland work plan and the installation, maintenance, removal and disposal of the temporary cofferdam(s) to isolate the work area from waters within regulated wetlands and Waters of the U.S. (WOUS) in accordance with the authorized U.S. Army Corps of Engineers (USACE) Section 404 Permit and the General Conditions of the current Nationwide Permit Program. The quantity is provided for work occurring within identified delineated Wetlands/WOUS through the project limits and provided per detailed stage of bridge, culvert or other construction. Cofferdam Type 1 is anticipated for the following applications: Stage 1 WOUS W4 - Sta. 187+71 RT (approx.) WOUS W5 – Sta. 215+72 RT (approx.) WOUS W6 – Sta. 227+61 RT (approx.) Wetland Site 9A – Sta. 256+00 RT (approx.) WOUS W8 – Sta. 284+16 RT (approx.) Stage 2 WOUS W5 – Sta. 214+77 LT (approx.) WOUS W6 – Sta. 228+68 LT (approx.) (06/02/2023)

  • The Proposed Typical sections shows the stabilized subbase - HMA 4" being over-built under the PCC Shoulder section. What is the dimension of the over-build and will this be paid under the Stabilized subbase - HMA 4" item?
    The HMA 4” is placed 18” beyond the CRC pavement. The quantity for this material has been included in the HMA 4” stabilized subbase summary of quantities. (06/02/2023)

  • The typ proposed sections shows a Dowel bar and construction joint (legend #21) to be on the WB side of the shoulder connecting to the median wall & a tiebar on the EB shoulder pvmt section, the Barrier median detail on sheet 64 states in note 2 that the expansion caps should be installed on the exposed end of dowel. Should the expansion cap be inside the pvmt section, not in the barrier wall/base as shown in this detail since the median wall is constructed before the WB pavement?
    Please refer to sheet 180 referenced by the typical section. The expansion cap shall be installed in the second pour (in the WB pavement section) (06/02/2023)

  • Please provide the locations and quantities for each proposed location of Stone Riprap Class A5, pay item 28100109.
    The location of Class A5 riprap is at the following locations: Triple Cell Culvert 6’Wx4’H – sta. 209+29 lt, 94 SY – sta. 210+07 rt, 145 SY. 8’Wx4’H culvert sta. 215+64 rt, 32 SY, 12’WX6’H culvert sta. 227+33 Rt, 71 SY, sta 228+55 lt, 62 SY, 8’Wx4’H culvert, sta 283+60 rt, 66 SY. (06/02/2023)

  • Will IDOT consider changing the 13"CRC pavement to 13" Jointed pavement?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. The Contractor may submit a Value Engineering proposal, if they the low bidder, after the award of the contract. (06/01/2023)

  • Will the Owner or other project Stakeholders indemnify the Contractor in connection with such pre-existing hazardous waste/special waste/non-special waste/contaminated materials encountered on this project.
    The Department cannot indemnify or hold harmless the Contractor. (05/31/2023)

  • What is the size of dowel bars required for the longitudinal joint between lanes 2/3? Joint detail shown on Drawing Sheet 180 does not show a size.
    Per note 1 on sheet 180, refer to IDOT Highway Standard 420001-10 for dowel bar size of 1 ½ in diameter. (05/31/2023)

  • Can the limits of the 4" Stabilized Asphalt Subbase be in line with the limits of CRC Pavement instead of 18" into the PCC Shoulder for the "trackline"?
    The 18” of stabilized subbase needs to be constructed as shown. Eliminating the 18” trackline will not be allowed. (05/31/2023)

  • Can PCC Shoulder rumble strips in Stage 2 be tooled in while they are being poured, or need to be machine cut?
    The contractor shall follow section 642 of the Standard Specifications which calls for the use of Machine Cut. (05/31/2023)

  • On the PCC Shoulders, is the grooving done transversely or longitudinally?
    Longitudinal tining is acceptable on the PCC shoulders (05/31/2023)

  • The noise wall elevation views dimension the maximum post spacing at 20' - 0", and the general notes state that the "Noise Abatement Wall drilled shaft foundation diameter, depth, and spacing to be determined by the contractor". Please confirm noise wall post spacing and sizing are the responsibility of the contractor per the general notes on Sheet No. 335. Thanks!
    The maximum post spacing shall be as specified in the Contractor’s approved design, but not greater than 20 ft. (05/26/2023)

  • Please provide both the existing surface data and proposed grading data in '.XML' format.
    XML files will not be provided during the bidding process. (05/25/2023)

Authorized Bidders

  • 1320 D. Construction, Inc.
    1488 So. Broadway
    Coal City, IL 60416
    Phone: (815) 634-2555 Fax: (815) 634-8748 Email: bids@dconstruction.com
    $55,371,028.04

  • 0382 ACURA INC.
    556 COUNTY LINE ROAD
    SUITE B.
    BENSENVILLE, IL 60106
    Phone: (630) 766-9979 Fax: (630) 766-6826 Email: Estimating@acurainc.com

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

  • 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
    $57,841,202.64

  • 3042 Judlau Contracting, Inc.
    1011 Warrenville Road
    Suite 475
    Lisle, IL 60532
    Phone: (630) 387-6040 Fax: (331) 777-5771 Email: chicago@judlau.com
    $59,646,025.26

  • 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

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

  • 4813 Plote Construction, Inc.
    1100 Brandt Drive
    Hoffman Estates, IL 60192
    Phone: (847) 695-9300 Fax: (847) 695-9317 Email: bids@plote.com
    $56,911,032.43

  • 1560 R. W. DUNTEMAN COMPANY
    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

  • 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
    $57,929,890.70

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

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

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

  • 6242 Van-Mack Electric Co.
    1225 Channahon Road, Unit 3
    Rockdale, IL 60436
    Phone: (815) 725-7883 Fax: (815) 725-7888 Email: vanmackelectric@aol.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 883.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 612.000
20101000 FOOT TEMPORARY FENCE Base items 2,779.000
20101100 EACH TREE TRUNK PROTECTION Base items 60.000
20101200 EACH TREE ROOT PRUNING Base items 25.000
20101300 EACH TREE PRUNING (1 TO 10 INCH DIAMETER) Base items 8.000
20101350 EACH TREE PRUNING (OVER 10 INCH DIAMETER) Base items 5.000
20200100 CU YD EARTH EXCAVATION Base items 83,485.000
20200200 CU YD ROCK EXCAVATION Base items 840.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 16,405.000
20400800 CU YD FURNISHED EXCAVATION Base items 14,350.000
20800150 CU YD TRENCH BACKFILL Base items 5,521.000
20900110 CU YD POROUS GRANULAR BACKFILL Base items 22.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 49,191.000
21101505 CU YD TOPSOIL EXCAVATION AND PLACEMENT Base items 35,865.000
25000210 ACRE SEEDING, CLASS 2A Base items 9.750
25000310 ACRE SEEDING, CLASS 4 Base items 13.000
25000314 ACRE SEEDING, CLASS 4B Base items 1.750
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 2,205.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 2,205.000
25003210 ACRE INTERSEEDING, CLASS 2A Base items 3.500
25100630 SQ YD EROSION CONTROL BLANKET Base items 117,184.000
25100635 SQ YD HEAVY DUTY EROSION CONTROL BLANKET Base items 3,516.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 19,539.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 2,550.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 34,694.000
28000510 EACH INLET FILTERS Base items 120.000
28001000 TON AGGREGATE (EROSION CONTROL) Base items 184.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 118,208.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 463.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 471.000
28200200 SQ YD FILTER FABRIC Base items 934.000
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 16,405.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 211,668.000
31101200 SQ YD SUBBASE GRANULAR MATERIAL, TYPE B 4" Base items 2,878.000
31101400 SQ YD SUBBASE GRANULAR MATERIAL, TYPE B 6" Base items 2,762.000
31102100 SQ YD SUBBASE GRANULAR MATERIAL, TYPE C 4" Base items 84,354.000
31200500 SQ YD STABILIZED SUBBASE - HOT-MIX ASPHALT, 4" Base items 127,315.000
40200800 TON AGGREGATE SURFACE COURSE, TYPE B Base items 320.000
42001300 SQ YD PROTECTIVE COAT Base items 215,767.000
42100360 SQ YD CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 13" Base items 117,520.000
42100615 SQ YD PAVEMENT REINFORCEMENT Base items 117,520.000
42101436 EACH LUG SYSTEM COMPLETE 36' Base items 2.000
44000100 SQ YD PAVEMENT REMOVAL Base items 138,513.000
44001980 FOOT CONCRETE BARRIER REMOVAL Base items 1,064.000
44004000 FOOT PAVED DITCH REMOVAL Base items 351.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 29,522.000
44201747 SQ YD CLASS D PATCHES, TYPE IV, 8 INCH Base items 211.000
44201827 SQ YD CLASS D PATCHES, TYPE II, 15 INCH Base items 588.000
44201831 SQ YD CLASS D PATCHES, TYPE III, 15 INCH Base items 588.000
44201833 SQ YD CLASS D PATCHES, TYPE IV, 15 INCH Base items 980.000
48101500 SQ YD AGGREGATE SHOULDERS, TYPE B 6" Base items 12,980.000
48300800 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 13" Base items 83,540.000
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
50102400 CU YD CONCRETE REMOVAL Base items 61.000
50104400 EACH CONCRETE HEADWALL REMOVAL Base items 25.000
50200400 CU YD ROCK EXCAVATION FOR STRUCTURES Base items 420.000
50200450 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL FOR STRUCTURES Base items 715.000
50800105 POUND REINFORCEMENT BARS Base items 271,010.000
50800515 EACH BAR SPLICERS Base items 274.000
51500100 EACH NAME PLATES Base items 5.000
51604000 CU YD DRILLED SHAFT IN ROCK Base items 1.300
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 2,600.000
52200600 SQ FT GEOTEXTILE RETAINING WALL Base items 250.000
54003000 CU YD CONCRETE BOX CULVERTS Base items 1,113.500
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 2.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 4.000
54213663 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" Base items 3.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 1.000
54213675 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 30" Base items 1.000
54213681 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 36" Base items 2.000
54248510 CU YD CONCRETE COLLAR Base items 1.000
54261324 EACH CONCRETE END SECTION, STANDARD 542001, 24", 1:3 Base items 6.000
54261330 EACH CONCRETE END SECTION, STANDARD 542001, 30", 1:3 Base items 1.000
54261424 EACH CONCRETE END SECTION, STANDARD 542001, 24", 1:4 Base items 4.000
54261430 EACH CONCRETE END SECTION, STANDARD 542001, 30", 1:4 Base items 1.000
542A1069 FOOT PIPE CULVERTS, CLASS A, TYPE 2 24" Base items 286.000
542A1081 FOOT PIPE CULVERTS, CLASS A, TYPE 2 36" Base items 167.000
550A0070 FOOT STORM SEWERS, CLASS A, TYPE 1 15" Base items 1,003.000
550A0090 FOOT STORM SEWERS, CLASS A, TYPE 1 18" Base items 991.000
550A0110 FOOT STORM SEWERS, CLASS A, TYPE 1 21" Base items 242.000
550A0120 FOOT STORM SEWERS, CLASS A, TYPE 1 24" Base items 2,019.000
550A0360 FOOT STORM SEWERS, CLASS A, TYPE 2 15" Base items 582.000
550A0380 FOOT STORM SEWERS, CLASS A, TYPE 2 18" Base items 492.000
550A0400 FOOT STORM SEWERS, CLASS A, TYPE 2 21" Base items 738.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 3,933.000
550A0430 FOOT STORM SEWERS, CLASS A, TYPE 2 30" Base items 2,078.000
550A0450 FOOT STORM SEWERS, CLASS A, TYPE 2 36" Base items 1,364.000
550A0710 FOOT STORM SEWERS, CLASS A, TYPE 3 24" Base items 246.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 69.000
55100700 FOOT STORM SEWER REMOVAL 15" Base items 364.000
55100900 FOOT STORM SEWER REMOVAL 18" Base items 797.000
55101200 FOOT STORM SEWER REMOVAL 24" Base items 784.000
55101600 FOOT STORM SEWER REMOVAL 36" Base items 595.000
55101900 FOOT STORM SEWER REMOVAL 48" Base items 47.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 544.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 43.000
60108200 FOOT PIPE UNDERDRAINS 6" (SPECIAL) Base items 1,971.000
60108206 FOOT PIPE UNDERDRAINS, TYPE 2, 6" Base items 44,967.000
60200805 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 8 GRATE Base items 1.000
60201310 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 20 FRAME AND GRATE Base items 102.000
60205010 EACH CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 20 FRAME AND GRATE Base items 17.000
60207805 EACH CATCH BASINS, TYPE C, TYPE 10 FRAME AND GRATE Base items 3.000
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 3.000
60224035 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 20 FRAME AND GRATE Base items 2.000
60251710 EACH CATCH BASINS TO BE ADJUSTED WITH NEW TYPE 20 FRAME AND GRATE Base items 4.000
60406000 EACH FRAMES AND LIDS, TYPE 1, OPEN LID Base items 1.000
60500040 EACH REMOVING MANHOLES Base items 5.000
60500050 EACH REMOVING CATCH BASINS Base items 16.000
60500060 EACH REMOVING INLETS Base items 7.000
60623200 SQ FT CONCRETE MEDIAN, TYPE SM-6.24 Base items 4,997.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 8,075.000
63000030 FOOT STRONG POST GUARDRAIL ATTACHED TO CULVERT Base items 75.000
63000350 FOOT LONG-SPAN GUARDRAIL OVER CULVERT, 12 FT 6 IN SPAN Base items 38.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 6.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 6.000
63200310 FOOT GUARDRAIL REMOVAL Base items 2,488.000
63500105 EACH DELINEATORS Base items 128.000
63700280 FOOT CONCRETE BARRIER, DOUBLE FACE, 44 INCH HEIGHT Base items 10,955.000
63700380 FOOT CONCRETE BARRIER, VARIABLE CROSS SECTION 44 INCH HEIGHT Base items 3,900.000
63700805 FOOT CONCRETE BARRIER TRANSITION Base items 177.000
63700900 FOOT CONCRETE BARRIER BASE Base items 14,855.000
63800920 FOOT MODULAR GLARE SCREEN SYSTEM, TEMPORARY Base items 31,095.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 53,047.000
64301090 SQ YD ATTENUATOR BASE Base items 28.000
66500105 FOOT WOVEN WIRE FENCE, 4' Base items 27,055.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 22,140.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 5.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
66901005 SQ YD ENGINEERED BARRIER Base items 1,050.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 222.000
67100100 L SUM MOBILIZATION Base items 1.000
70106700 EACH TEMPORARY RUMBLE STRIPS Base items 15.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 1,809.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 34,157.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 41,981.000
70301100 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - EPOXY Base items 200.000
70301120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY Base items 127,853.000
70301125 FOOT TEMPORARY PAVEMENT MARKING - LINE 5" - EPOXY Base items 18,698.000
70301140 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" - EPOXY Base items 2,000.000
70301160 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- EPOXY Base items 2,785.000
70307120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE Base items 108,454.000
70307125 FOOT TEMPORARY PAVEMENT MARKING - LINE 5" - TYPE IV TAPE Base items 9,745.000
70307130 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" - TYPE IV TAPE Base items 167.000
70307140 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE Base items 1,565.000
70307160 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- TYPE IV TAPE Base items 138.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 17,125.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 8,064.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 35,175.000
70600280 EACH IMPACT ATTENUATORS, TEMPORARY (SEVERE USE,NARROW), TEST LEVEL 3 Base items 5.000
70600370 EACH IMPACT ATTENUATORS, RELOCATE (SEVERE USE, NARROW), TEST LEVEL 3 Base items 6.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 48.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 336.000
72000300 SQ FT SIGN PANEL - TYPE 3 Base items 1,622.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 7.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 21.000
72400330 SQ FT REMOVE SIGN PANEL - TYPE 3 Base items 825.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 6.000
72600100 EACH MILE POST MARKER ASSEMBLY Base items 12.000
72700100 POUND STRUCTURAL STEEL SIGN SUPPORT - BREAKAWAY Base items 10,427.000
73000100 FOOT WOOD SIGN SUPPORT Base items 469.000
73300300 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE III-A (5'-0" X 7'-0") Base items 72.000
73301810 FOOT OVERHEAD SIGN STRUCTURE WALKWAY, TYPE A Base items 39.000
73302210 FOOT OVERHEAD SIGN STRUCTURE - CANTILEVER, TYPE III-C-A (36" X 7'-0") Base items 35.000
73400100 CU YD CONCRETE FOUNDATIONS Base items 29.000
73400200 CU YD DRILLED SHAFT CONCRETE FOUNDATIONS Base items 28.400
73600100 EACH REMOVE OVERHEAD SIGN STRUCTURE - SPAN Base items 1.000
73600200 EACH REMOVE OVERHEAD SIGN STRUCTURE - CANTILEVER Base items 1.000
73700100 EACH REMOVE GROUND MOUNTED SIGN SUPPORT Base items 13.000
73700200 EACH REMOVE CONCRETE FOUNDATION - GROUND MOUNT Base items 13.000
73700300 EACH REMOVE CONCRETE FOUNDATION - OVERHEAD Base items 5.000
78004630 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 6" Base items 29,794.000
78004645 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 9" Base items 7,449.000
78005130 FOOT EPOXY PAVEMENT MARKING - LINE 6" Base items 9,877.000
78005150 FOOT EPOXY PAVEMENT MARKING - LINE 12" Base items 201.000
78009000 SQ FT MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 125.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 911.000
78009005 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 5" Base items 1,500.000
78009006 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 6" Base items 28,054.000
78009008 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 8" Base items 6,934.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 2,372.000
78011045 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 29,794.000
78011050 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 10" Base items 7,449.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 46.000
78200011 EACH BARRIER WALL REFLECTORS, TYPE C Base items 5,717.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 72,217.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 3.000
80400200 L SUM ELECTRIC UTILITY SERVICE CONNECTION Base items 1.000 $50,000.00
81028200 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA. Base items 57.000
81028240 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA. Base items 4,719.000
81028390 FOOT UNDERGROUND CONDUIT, PVC, 4" DIA. Base items 275.000
81028730 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 1 1/4" DIA. Base items 192.000
81028750 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 2" DIA. Base items 16,839.000
81028770 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 3" DIA. Base items 439.000
81200270 FOOT CONDUIT EMBEDDED IN STRUCTURE, 4" DIA., PVC Base items 1,315.000
81400200 EACH HEAVY-DUTY HANDHOLE Base items 30.000
81400730 EACH HANDHOLE, COMPOSITE CONCRETE Base items 2.000
81702150 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 2 Base items 441.000
84200804 EACH REMOVAL OF POLE FOUNDATION Base items 6.000
84500120 EACH REMOVAL OF ELECTRIC SERVICE INSTALLATION Base items 2.000
86300300 EACH CONTROLLER CABINET TYPE III Base items 1.000
87800100 FOOT CONCRETE FOUNDATION, TYPE A Base items 24.000
87800200 FOOT CONCRETE FOUNDATION, TYPE D Base items 4.000
87800400 FOOT CONCRETE FOUNDATION, TYPE E 30-INCH DIAMETER Base items 108.000
88600300 FOOT DETECTOR LOOP, TYPE III Base items 592.000
89502300 FOOT REMOVE ELECTRIC CABLE FROM CONDUIT Base items 844.000
89502380 EACH REMOVE EXISTING HANDHOLE Base items 14.000
K1003660 EACH MOWING CYCLES Base items 14.000
K1004595 L SUM PRUNING FOR SAFETY AND EQUIPMENT CLEARANCE Base items 1.000
X0301242 FOOT PIEZO AXLE SENSOR, CLASS II Base items 69.000
X0301423 SQ FT NOISE ABATEMENT WALL, GROUND MOUNTED Base items 29,568.000
X0322141 EACH REMOVE TEMPORARY WOOD POLE Base items 1.000
X0323260 EACH SEDIMENT BASIN Base items 3.000
X0323879 CAL DA SERVICE PATROL Base items 778.000
X0324097 SQ YD COARSE SAND PLACEMENT, 2" Base items 7,686.000
X0325276 LANE MI ROADWAY SWEEPING Base items 73.000
X0325734 FOOT SLOTTED DRAIN REMOVAL Base items 25.000
X0326944 L SUM ATMS INTEGRATION Base items 1.000
X0326964 EACH FIBER OPTIC INTERCONNECT CABINET Base items 1.000
X0327116 EACH SOLAR POWER ASSEMBLY Base items 1.000
X0327186 CAL MO PORTABLE VIDEO TOWER STATIONS Base items 18.000
X0900064 SQ YD MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES Base items 544.000
X0900075 EACH COFFERDAM (TYPE 1) (IN-STREAM/WETLAND WORK) Base items 7.000
X1400316 L SUM GAS/OIL PIPELINE PROTECTION Base items 1.000
X1400482 EACH REMOVE TEMPORARY LIGHTING UNITS, SALVAGE Base items 14.000
X1700072 FOOT CONCRETE BARRIER , VERTICAL FACE (SPECIAL) Base items 40.000
X2010350 ACRE TREE REMOVAL, ACRES (SPECIAL) Base items 3.000
X4404400 SQ YD PAVEMENT REMOVAL (SPECIAL) Base items 5,083.000
X5429311 FOOT TRAVERSABLE PIPE GRATE (SPECIAL) Base items 75.000
X6060048 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 (SPECIAL) Base items 783.000
X6370048 FOOT CONCRETE BARRIER BASE (SPECIAL) Base items 217.000
X6420002 FOOT FILLING EXISTING RUMBLE STRIP Base items 1,596.000
X6430120 EACH REMOVE IMPACT ATTENUATORS, NO SALVAGE Base items 3.000
X6430210 EACH REMOVE AND REINSTALL IMPACT ATTENUATORS Base items 1.000
X6431110 EACH REMOVE ATTENUATOR BASE Base items 3.000
X6650202 FOOT WOVEN WIRE FENCE REMOVAL Base items 26,225.000
X6700407 CAL MO ENGINEER'S FIELD OFFICE, TYPE A (D1) Base items 31.000
X6700410 CAL MO ENGINEER'S FIELD OFFICE, TYPE A (SPECIAL) Base items 31.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7010238 CAL MO CHANGEABLE MESSAGE SIGN (SPECIAL) Base items 18.000
X7011015 L SUM TRAFFIC CONTROL AND PROTECTION (EXPRESSWAYS) Base items 1.000
X7013820 CAL DA TRAFFIC CONTROL SURVEILLANCE, EXPRESSWAYS Base items 547.000
X7040650 FOOT REMOVE TEMPORARY CONCRETE BARRIER Base items 400.000
X7040652 FOOT REMOVE TEMPORARY CONCRETE BARRIER, STATE OWNED Base items 15,825.000
X8101102 FOOT UNDERGROUND CONDUIT, MULTI-DUCT, 7-18MM MICRODUCTS Base items 41,798.000
X8130350 EACH JUNCTION BOX EMBEDDED IN STRUCTURE (SPECIAL) Base items 2.000
X8360105 FOOT LIGHT POLE FOUNDATION, INTEGRAL WITH BARRIER WALL, 24" DIAMETER Base items 54.000
X8710318 EACH FIBER OPTIC UTILITY MARKER Base items 72.000
X8710402 FOOT FIBER OPTIC INNERDUCT 1 1/4" DIA. Base items 418.000
X8730810 FOOT ELECTRIC CABLE IN CONDUIT, CONOGA-30003 Base items 128.000
X8780200 EACH CONCRETE FOUNDATION, SURVEILLANCE CABINET MODEL 334 Base items 1.000
X8950075 EACH REMOVE EXISTING LIGHTING CONTROLLER AND SALVAGE Base items 1.000
X8950425 L SUM REMOVE EXISTING TRAFFIC SURVEILLANCE EQUIPMENT Base items 1.000
X8950510 FOOT REMOVE FIBER OPTIC CABLE FROM CONDUIT Base items 23,640.000
Z0013797 SQ YD STABILIZED CONSTRUCTION ENTRANCE Base items 480.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0019600 UNIT DUST CONTROL WATERING Base items 470.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 1,333.000
Z0030910 EACH TRANSFER SERVICE SIGN Base items 28.000
Z0033028 CAL MO MAINTENANCE OF LIGHTING SYSTEM Base items 26.000
Z0033052 EACH COMMUNICATIONS VAULT Base items 24.000
Z0054400 CU YD ROCK FILL Base items 604.000
Z0062456 SQ YD TEMPORARY PAVEMENT Base items 2,878.000
Z0073400 EACH TEMPORARY SUPPORT SYSTEM Base items 3.000
Z0076600 HOUR TRAINEES Base items 1,500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 1,500.000 $15.00
No More Pay Items

The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. If an addendum is posted, the contract details above may be revised. Please continue to check for addenda.