Home > Notice of Letting > Contract Detail

November 08, 2019 Letting 10:00 AM
046-76E13

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

Bulletin Description

6.79 miles of interstate resurfacing and bridge repairs on I-255 from IL 15 to Collinsville Road.
Region District DBE % VBP % Federal Project #
5 8 20.00 0.00 NHPPUI98(917)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • St. Clair
  • FAI 255
  • 82-(3,2,1)RS
  • C-98-274-18
  • 8-00170-0000
  • 8-00170-4000
  • 8-00170-6000
  • 8-00170-7000
Contract Specifics
A voluntary pre-bid meeting will be held on Thursday, October 24, 2019 at 09:00 AM in the District 8 at 1102 EastPort Plaza, Collinsville, IL 62234. Location Notes - Please note that the date has changed, since the original posting, to October 24. Meeting Description - Members from the Department will be present to answer questions. Contact Billie Owen at 618-346-3209 or Herve' Gelin at 618-346-3179 for more information.
Project Labor Agreement
Completion Date: November 24, 2020 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (33 Submitted / 33 Answered ) Questions not accepted as of October 29, 2019 04:30 PM.

  • For the signals at IL 157 at Lincoln, IL 157 at IL 15, and IL 111 at 55/70, are these to be programmed to allow both directions of of the main line (157 and 111) to be green at the same time?
    Signal timing will be determined in Construction and monitored and modified as needed throughout the duration of the contract. (11/04/2019)

  • On sheets 68-69 (I-64 to Collinsville Rd) the temporary signals are drawn as temporary portable signal trailers however the spec calls for signals to per section 890. Are temporary portable traffic signal trailers allowed for this work?
    Portable traffic signals are preferred, but span wire on post may be needed to fit field conditions. (11/04/2019)

  • To clarify a previous question, there are two (2) interstate week end closures for the work on RT 15 ramps (5 & 6). As opposed to one closure per ramp. Why not two weekend closures that allow work on both of the ramps at the same time?
    The special provision calls for separate weekend closures in order to minimize the traffic impacts to the motoring public. (11/04/2019)

  • Aggregate for shoulder at the guardrail end sections is paid for as incidental in one section and separately in the other.
    An addendum is forthcoming to clarify this issue. The Plans and/or specifications will be revised accordingly. (10/29/2019)

  • Does patching on South section have to be completed before the North section is closed?
    The intent of the project is to patch as necessary in the South section prior to closing the North section. This is to allow the South section to remain operational while the North section is closed. (10/29/2019)

  • The 9” pavement under the overhead structures with clearance issues doesn’t show a stabilized subbase or aggregate base.
    An addendum is forthcoming to clarify this issue. The Plans and/or specifications will be revised accordingly. (10/29/2019)

  • The HMA surface removal on Black Lane and NB Harding Ditch bridges is to be removed and replaced without damaging the waterproofing membrane system. Can the milling and resurfacing be 1.5” instead of 2” in order to avoid the WMS?
    An addendum is forthcoming to clarify this issue. The Plans and/or specifications will be revised accordingly. (10/29/2019)

  • Can the work on Pocket and Lake be done in the 10 working days?
    An addendum is forthcoming to clarify this issue. The Plans and/or specifications will be revised accordingly. (10/29/2019)

  • The painting note on the I-64 structures is not clear. If entire fascia beam is to be painted, when/how is this going to be completed?
    An addendum is forthcoming to clarify this issue. The Plans and/or specifications will be revised accordingly. (10/29/2019)

  • Underdrains are at different locations in each set.
    An addendum is forthcoming to clarify this issue. The Plans and/or specifications will be revised accordingly. (10/29/2019)

  • Additional pre-closure work in the plans, but is not listed in the Sequence of Construction SP.
    An addendum is forthcoming to clarify this issue. The Plans and/or specifications will be revised accordingly. (10/29/2019)

  • The north set of plans doesn’t detail the Longitudinal Joint Sealant like the South set does. Where is it being used?
    Please refer to the detail on sheet 29 of 316. (10/29/2019)

  • There is 800 cu yd of earth excavation in the plans that is not scheduled.
    The 800 cu yds of earth excavation is an estimated quantity to be used to fix slope washout areas, see general note 13 on sheet 3 of 280. (10/29/2019)

  • Bunkum & Forest are in the north section and are to be painted. How can this be completed in cold weather?
    See contract documents. The Contractor must schedule his work such that there are no lane closures on I-255 after the completion date. (10/29/2019)

  • Sheet 3, Note 9 on the IL-15 to I-64 portion of the project does not quantify the number of changeable message signs as normally provided here. Based on sheet 51 should this quantity be 10?
    An addendum is forthcoming on this issue. The calendar day quantity is based on 10 changeable message signs. (10/29/2019)

  • The "Proposed Shoulder Curb Detail Undermined Pavement Areas" detail on sheet 155 of 316 has a footnote that says "increase width as necessary to remove undermined area". if this is required, will this increased removal width be replaced with HMA Shoulder Pavt. or Variable Width Gutter Flag poured with the B-6.18 Curb and Gutter, or possibly PCC Base Course with HMA Shoulder 4" placed over the Base Course? How will it be Paid for? This could become an issue from Station 1190+00 to 1197+09.95 Rt.
    It can be replaced with HMA or concrete but will be paid for at the contract unit price for Paved Shoulder Removal and HMA Shoulder 10”. (10/29/2019)

  • Since it appears all existing shoulders will receive a 3.25" to 4" overlay with new material, is a 6" "shoulder plug" sufficient thickness on top of the proposed underdrains?
    An addendum is forthcoming on this issue. Plans and/or specifications will be revised accordingly. (10/29/2019)

  • On the southern sections of I-255 the new concrete barrier wall is to set on a proposed PCC barrier base. How is the removal of the existing HMA shoulder beneath the existing concrete barrier wall paid? It does not seem to be on any quantity schedule
    The existing concrete barrier wall extends below the shoulder, see existing typical sections. (10/29/2019)

  • How is the removal of all the earthen/aggregate fill within the existing barrier walls paid for?
    An addendum is forthcoming on this issue. Plans and/or specifications will be revised accordingly. (10/29/2019)

  • Is it required to place HMA shoulders on ramps in two lifts since they are only 3.25" thick?
    Yes, please refer to Article 482.05 of the Standard Specifications for more information. (10/29/2019)

  • The pavement marking schedule calls for 460 SF of preformed letters and symbols. However, the pay item shows 1,198 SF. Please clarify. In addition, the IL-15 to I-64 section does not call for grooving of letters and symbols and the northern section shows a quantity much larger quantity of grooving than letters and symbols which does not seem to be correct. Please clarify.
    The letters and symbols are represented in the pavement marking schedule and also in the pipe underdrains schedule (triangles on shoulder). The pipe underdrain triangles do not require grooving. See Grooving for Recessed Pavement Marking special provision for how the letters and symbols are grooved in a square/rectangle shape, causing these areas to be larger than the area of pavement marking letter and symbol. An addendum is forthcoming to add grooving for the letters and symbols on the north section. (10/29/2019)

  • Is it permissible to perform RPM installation within the working day period during "off peak" hours?
    No additional lane closures are allowed on I-255 after it is open to traffic. (10/29/2019)

  • The plans require the "grooving" of all preformed pavement marking as opposed to inlaid. Besides the additional cost associated with this method, it requires much more time to complete. With this project being so constricted on time, please consider changing to inlaid pavement marking.
    After further consideration, no changes are warranted at this time. Please bid accordingly. (10/29/2019)

  • There has been a focus on reducing the “tracking” of tack coats used for HMA paving. SS1-vh used for tack coat on milled surfaces (especially mill PCC surfaces) when applied at the full rate (.05 pds/sf) has proven to be most appropriate tack coat . There is a distinct difference between this tack coat and normal SS1-h and its ability to adhere to milled surfaces. Please consider changing the specified tack coat for the pavement resurfacing.
    After further consideration, no changes are warranted at this time. Please bid accordingly. (10/29/2019)

  • Sheet 56 of 280. Should the left lane be dropped after the Forest Blvd overpass and the middle lane be dropped after Ramp A/CD? Sheet 58 of 280. Should left lane be dropped after Mousette Lane and middle lane be dropped prior to RT 15 off ramp (NB I-255 to EB RT 15)?
    Two lane closures are shown on the plans according to highway standard 701446. If the highway standard needs to be modified to fit field conditions, this will be coordinated in Construction. (10/29/2019)

  • Sheet 65 of 316. Should the left lane be dropped immediately after Horseshoe Lake Road and the middle lane be dropped after Ramp A (SB I-255 to WB I-55/70)? Sheet 66 of 316. Should the left lane be dropped prior to State Street and the middle lane be dropped after State Street?
    Two lane closures are shown on the plans according to highway standard 701446. If the highway standard needs to be modified to fit field conditions, this will be coordinated in Construction. (10/29/2019)

  • For the south section closure, the detour information does not clearly define if what loop ramps of I-64 are closed/open during this section of work. It appears during the south section closure that the two south loop ramps (ramps D and G) remain open as well as ramps A and E. Ramps C, H, B, and F appear to be closed. Correct?
    This is correct. (10/29/2019)

  • For the north section closure, the detour information does not clearly define if what loop ramps of I-64 are closed/open during this section of work. It appears during the north section closure that the two north loop ramps (ramps B and F) remain open as well as ramps C and H. Ramps A, E, D, and G appear to be closed. Correct?
    This is correct. (10/29/2019)

  • Can we assume that work (gore remove/replace, curb remove/replace, guardrail, remove/replace, pavement markings, aggregate shoulders, etc) on ramps 5 and 6 at RT 15 can be performed using traffic control 701456 without an interstate closure? If so, what are the restrictions?
    All work requiring a lane closure or shift must be completed during the weekend closure. Any off-road work that doesn’t require a lane closure or shift can be completed at any time. (10/29/2019)

  • There are two weekend closures included in the project. The Special Provisions only describe this pay item to be used in association with Ramps 5 and 6 at Route 15. Does that mean we are allowed two weekend closures to perform work (i.e. underdrains, milling, paving, etc.) on these ramps?
    Yes, one weekend closure per ramp. (10/29/2019)

  • On the north section the majority of the Class A3 Rip Rap goes along the back of the proposed B-6.18 Curb and Gutter. The detail on sheet 155 of 316 says this is to be a minimum of 12" thick but it will be variable according to the detail with a theoretical thickness of 20" at the back of curb. The south section does not specify any thickness in any details so it would be determined to be 8" thick minimum per the IDOT Spec. It would simplify things if this were changed to a price per ton item.
    After further consideration, no changes are warranted at this time. Please bid accordingly. (10/28/2019)

  • The SEQUENCE OF CONSTRUCTION special provision says that IL 15 ramps shall be patched and resurfaced under weekend closures.The INTERSTATE WEEKEND CLOSURE special provision says that patching on ramps 5 and 6 of the IL 15 interchange shall be completed during off peak hours prior to the weekend closures. Will you please clarify?
    An addendum is forthcoming on this issue. The special provisions will be revised for clarification. (10/24/2019)

  • On sheet 29 of 316 and on sheet 155 of 316 it shows the combination curb and gutter type B-6.18 with a gutter pan thickness matching that of the asphalt shoulder thickness. The IDOT Highway Standard 606001-07 sheet 2 of 2 shows a gutter pan thickness of 9" when poured adjacent to flexible pavement. Is it the intent to pour the thickness of the gutter pan to match that of the HMA shoulder?
    In accordance with Article 105.05 of the Standard Specifications, detail plans hold over Highway Standards. (10/23/2019)

Authorized Bidders

  • 3197 The Kilian Corporation & Keeley & Sons, Inc.
    608 South Independence Street
    Mascoutah, IL 62258
    P.O. Box A
    Mascoutah, IL 62258
    Phone: (618) 566-2000 Fax: (618) 566-2314 Email: No Record
    $67,339,438.98

Non Bidders

  • 0338 Baxmeyer Construction, Inc.
    (Pending Authorization)
    1034 Floraville Road
    Waterloo, IL 62298
    Phone: (618) 939-3000 Fax: (618) 939-4299 Email: estimator@baxmeyerconstruction.com

  • 1034 Christ Bros. Asphalt, Inc.
    820 s fritz st.
    P.O. Box 158
    Lebanon, IL 62254
    Phone: (618) 537-6174 Fax: (618) 537-6199 Email: No Record

  • 1671 Electrico, Inc.
    7706 Wagner Road
    Millstadt, IL 62260
    Phone: (618) 538-9500 Fax: (618) 538-7878 Email: matt@electricoinc.us

  • 2308 Hank's Excavating & Landscaping, Inc.
    (Pending Authorization)
    5825 West State Route 161
    Belleville, IL 62223
    Phone: (618) 398-5556 Fax: (618) 398-2729 Email: No Record

  • 3108 Keller Construction, Inc.
    22 Illini Drive
    Glen Carbon, IL 62034
    Phone: (618) 656-0033 Fax: (618) 656-7134 Email: dan.walker@kellerconstruction.com

  • 4135 Millstone Weber LLC
    (Pending Authorization)
    601 Fountain Lakes Blvd.
    St. Charles, MO 63301
    Phone: (636) 949-0038 Fax: (636) 949-3129 Email: bids@millstoneweber.com

  • 6537 Wissehr Electric, Inc.
    5801 W State Route 161
    Belleville, IL 62223
    Phone: (618) 398-7575 Fax: (618) 398-7180 Email: jk@wissehr.com

Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 3,070.000
20300100 CU YD CHANNEL EXCAVATION Base items 2,616.000
20800150 CU YD TRENCH BACKFILL Base items 78.000
25000210 ACRE SEEDING, CLASS 2A Base items 0.900
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 80.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 80.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 80.000
25100115 ACRE MULCH, METHOD 2 Base items 0.900
25100630 SQ YD EROSION CONTROL BLANKET Base items 2,314.000
25100635 SQ YD HEAVY DUTY EROSION CONTROL BLANKET Base items 1,814.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 259.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 12,940.000
28000500 EACH INLET AND PIPE PROTECTION Base items 53.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 12,962.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 2,836.000
28200200 SQ YD FILTER FABRIC Base items 15,784.000
35100100 TON AGGREGATE BASE COURSE, TYPE A Base items 1,325.000
35101100 SQ YD AGGREGATE BASE COURSE, TYPE A 12" Base items 3,889.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 2,765.000
35800100 SQ YD PREPARATION OF BASE Base items 59.000
35800200 TON AGGREGATE BASE REPAIR Base items 2,180.000
40200100 TON AGGREGATE SURFACE COURSE, TYPE A Base items 1,501.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 151,998.000
40600295 POUND POLYMERIZED BITUMINOUS MATERIALS (TACK COAT) Base items 251,934.000
40600400 TON MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS Base items 14.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 9,411.000
40600985 SQ YD PORTLAND CEMENT CONCRETE SURFACE REMOVAL - BUTT JOINT Base items 5,088.000
40600990 SQ YD TEMPORARY RAMP Base items 985.000
40603219 TON POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N90 Base items 4,123.000
40604174 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "E", N90 Base items 4,217.000
40605034 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 12.5, MIX "E", N80 Base items 77,325.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 73.000
42000080 SQ YD PAVEMENT CONNECTOR (PCC) FOR BRIDGE APPROACH SLAB Base items 595.000
42000501 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 10" (JOINTED) Base items 2,000.000
42001300 SQ YD PROTECTIVE COAT Base items 6,917.000
42100200 SQ YD CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 9" Base items 3,889.000
42100615 SQ YD PAVEMENT REINFORCEMENT Base items 3,889.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 1,284.000
42400800 SQ FT DETECTABLE WARNINGS Base items 133.000
44000100 SQ YD PAVEMENT REMOVAL Base items 6,484.000
44000165 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 4" Base items 322.000
44000300 FOOT CURB REMOVAL Base items 12,336.000
44000400 FOOT GUTTER REMOVAL Base items 4,147.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 1,042.000
44000600 SQ FT SIDEWALK REMOVAL Base items 918.000
44001980 FOOT CONCRETE BARRIER REMOVAL Base items 33,145.000
44003100 SQ FT MEDIAN REMOVAL Base items 228.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 14,823.000
44200050 SQ YD WELDED WIRE REINFORCEMENT Base items 1,850.000
44200525 SQ YD CLASS A PATCHES, TYPE I, 8 INCH Base items 50.000
44200529 SQ YD CLASS A PATCHES, TYPE II, 8 INCH Base items 100.000
44200533 SQ YD CLASS A PATCHES, TYPE III, 8 INCH Base items 200.000
44200535 SQ YD CLASS A PATCHES, TYPE IV, 8 INCH Base items 160.000
44200537 SQ YD CLASS A PATCHES, TYPE I, 9 INCH Base items 650.000
44200541 SQ YD CLASS A PATCHES, TYPE II, 9 INCH Base items 1,300.000
44200545 SQ YD CLASS A PATCHES, TYPE III, 9 INCH Base items 2,550.000
44200547 SQ YD CLASS A PATCHES, TYPE IV, 9 INCH Base items 1,900.000
44200549 SQ YD CLASS A PATCHES, TYPE I, 10 INCH Base items 580.000
44200553 SQ YD CLASS A PATCHES, TYPE II, 10 INCH Base items 1,160.000
44200557 SQ YD CLASS A PATCHES, TYPE III, 10 INCH Base items 2,320.000
44200559 SQ YD CLASS A PATCHES, TYPE IV, 10 INCH Base items 1,800.000
44200970 SQ YD CLASS B PATCHES, TYPE II, 10 INCH Base items 760.000
44200974 SQ YD CLASS B PATCHES, TYPE III, 10 INCH Base items 1,000.000
44200976 SQ YD CLASS B PATCHES, TYPE IV, 10 INCH Base items 760.000
44201007 SQ YD CLASS B PATCHES, TYPE II, 13 INCH Base items 14.000
44201013 SQ YD CLASS B PATCHES, TYPE IV, 13 INCH Base items 87.000
44201299 EACH DOWEL BARS 1 1/2" Base items 2,800.000
44213000 SQ YD PATCHING REINFORCEMENT Base items 12,770.000
44213200 FOOT SAW CUTS Base items 67,968.000
44213204 EACH TIE BARS 3/4" Base items 1,010.000
45200300 POUND JOINT OR CRACK FILLING Base items 2,100.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 1,727.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 2,698.000
48203033 SQ YD HOT-MIX ASPHALT SHOULDERS, 9" Base items 2,161.000
48203037 SQ YD HOT-MIX ASPHALT SHOULDERS, 10" Base items 4,621.000
48203100 TON HOT-MIX ASPHALT SHOULDERS Base items 43,548.000
48300300 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 8" Base items 3,878.000
48300400 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 9" Base items 1,934.000
48300500 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 10" Base items 115.000
48301000 SQ YD PROTECTIVE COAT Base items 6,975.000
50102400 CU YD CONCRETE REMOVAL Base items 614.500
50104650 SQ YD SLOPE WALL REMOVAL Base items 67.000
50104720 EACH REMOVAL OF EXISTING CONCRETE DECK Base items 1.000
50157300 SQ YD PROTECTIVE SHIELD Base items 2,630.000
50200100 CU YD STRUCTURE EXCAVATION Base items 90.200
50300100 EACH FLOOR DRAINS Base items 38.000
50300225 CU YD CONCRETE STRUCTURES Base items 77.300
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 1,425.100
50300300 SQ YD PROTECTIVE COAT Base items 3,963.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 158.900
50500405 POUND FURNISHING AND ERECTING STRUCTURAL STEEL Base items 26,260.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 390,410.000
50800515 EACH BAR SPLICERS Base items 114.000
50800530 EACH MECHANICAL SPLICERS Base items 247.000
51100100 SQ YD SLOPE WALL 4 INCH Base items 67.000
51500100 EACH NAME PLATES Base items 1.000
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 1,753.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 50.000
52100020 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE II Base items 28.000
52100030 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE III Base items 7.000
52100520 EACH ANCHOR BOLTS, 1" Base items 126.000
52100540 EACH ANCHOR BOLTS, 1 1/2" Base items 58.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 6.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 5.000
54262712 EACH METAL FLARED END SECTIONS 12" Base items 41.000
542A0217 FOOT PIPE CULVERTS, CLASS A, TYPE 1 12" Base items 241.000
542A2749 FOOT PIPE CULVERTS, CLASS A, TYPE 4 24" Base items 12.000
58100200 SQ YD WATERPROOFING MEMBRANE SYSTEM Base items 55,660.000
58700300 SQ FT CONCRETE SEALER Base items 23,057.000
59200103 EACH BRIDGE WASHING NO. 3 Base items 1.000
59200108 EACH BRIDGE WASHING NO. 8 Base items 1.000
59200109 EACH BRIDGE WASHING NO. 9 Base items 1.000
59200110 EACH BRIDGE WASHING NO. 10 Base items 1.000
59200111 EACH BRIDGE WASHING NO. 11 Base items 1.000
59200112 EACH BRIDGE WASHING NO. 12 Base items 1.000
59200113 EACH BRIDGE WASHING NO. 13 Base items 1.000
59200114 EACH BRIDGE WASHING NO. 14 Base items 1.000
59200115 EACH BRIDGE WASHING NO. 15 Base items 1.000
59200116 EACH BRIDGE WASHING NO. 16 Base items 1.000
59200117 EACH BRIDGE WASHING NO. 17 Base items 1.000
59300100 CU YD CONTROLLED LOW-STRENGTH MATERIAL Base items 208.400
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 347.000
60100070 FOOT SHOULDER REMOVAL AND REPLACEMENT Base items 199,161.000
60100945 FOOT PIPE DRAINS 12" Base items 3,045.000
60108106 FOOT PIPE UNDERDRAINS, TYPE 1, 6" Base items 197,756.000
60108300 FOOT PIPE UNDERDRAINS 8" (SPECIAL) Base items 11,335.000
60237420 EACH INLETS, TYPE A, TYPE 20 FRAME AND GRATE Base items 1.000
60255500 EACH MANHOLES TO BE ADJUSTED Base items 1.000
60260100 EACH INLETS TO BE ADJUSTED Base items 16.000
60300105 EACH FRAMES AND GRATES TO BE ADJUSTED Base items 144.000
60500060 EACH REMOVING INLETS Base items 58.000
60600605 FOOT CONCRETE CURB, TYPE B Base items 5,569.000
60603500 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.06 Base items 52.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 540.000
60604400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 Base items 5,920.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 1,108.000
60618300 SQ FT CONCRETE MEDIAN SURFACE, 4 INCH Base items 1,280.000
61000115 EACH TYPE E INLET BOX, STANDARD 610001 Base items 23.000
61000225 EACH TYPE F INLET BOX, STANDARD 610001 Base items 31.000
61000335 EACH TYPE G INLET BOX, STANDARD 610001 Base items 2.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 20,800.000
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 8,300.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 30.000
63100070 EACH TRAFFIC BARRIER TERMINAL, TYPE 5 Base items 18.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 45.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 57.000
63200310 FOOT GUARDRAIL REMOVAL Base items 35,549.000
63500105 EACH DELINEATORS Base items 967.000
63700180 FOOT CONCRETE BARRIER, SINGLE FACE, 44 INCH HEIGHT Base items 1,171.000
63700280 FOOT CONCRETE BARRIER, DOUBLE FACE, 44 INCH HEIGHT Base items 18,350.000
63700805 FOOT CONCRETE BARRIER TRANSITION Base items 870.000
63700900 FOOT CONCRETE BARRIER BASE Base items 2,704.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 146,390.000
64300260 EACH IMPACT ATTENUATORS (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 1.000
64300320 EACH IMPACT ATTENUATORS (FULLY REDIRECTIVE, RESETTABLE), TEST LEVEL 3 Base items 2.000
66500105 FOOT WOVEN WIRE FENCE, 4' Base items 865.000
67100100 L SUM MOBILIZATION Base items 1.000
70100405 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701321 Base items 1.000
70100450 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701201 Base items 1.000
70100500 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701326 Base items 1.000
70100825 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701456 Base items 1.000
70102630 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701601 Base items 1.000
70102635 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701701 Base items 1.000
70102640 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 21.000
70106500 EACH TEMPORARY BRIDGE TRAFFIC SIGNALS Base items 3.000
70106700 EACH TEMPORARY RUMBLE STRIPS Base items 18.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 4,680.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 1,118.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 372.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 8,647.000
70300240 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" Base items 3,550.000
70300280 FOOT TEMPORARY PAVEMENT MARKING - LINE 24" Base items 48.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 3,723.500
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 2,723.500
70600240 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 2 Base items 2.000
70600241 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE, NARROW), TEST LEVEL 2 Base items 2.000
70600251 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 3.000
70600340 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 2 Base items 2.000
70600341 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE, NARROW), TEST LEVEL 2 Base items 2.000
70600352 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE,NARROW), TEST LEVEL 3 Base items 2.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 12.500
72000300 SQ FT SIGN PANEL - TYPE 3 Base items 8,207.000
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 10.000
72400330 SQ FT REMOVE SIGN PANEL - TYPE 3 Base items 8,345.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 57.000
73000100 FOOT WOOD SIGN SUPPORT Base items 256.000
73300200 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE II-A (4'-6" X 5'-3") Base items 100.000
73301810 FOOT OVERHEAD SIGN STRUCTURE WALKWAY, TYPE A Base items 62.000
73400200 CU YD DRILLED SHAFT CONCRETE FOUNDATIONS Base items 33.000
73500005 EACH REMOVE OVERHEAD SIGN STRUCTURE - SPAN Base items 1.000
73700100 EACH REMOVE GROUND MOUNTED SIGN SUPPORT Base items 10.000
73800905 FOOT REMOVE AND RE-ERECT OVERHEAD SIGN STRUCTURE WALKWAY Base items 123.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 8,293.000
78003100 SQ FT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LETTERS AND SYMBOLS Base items 1,199.000
78003130 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 6" Base items 265,702.000
78003140 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 8" Base items 25,611.000
78003150 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 12" Base items 1,060.000
78003180 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 24" Base items 180.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 4,698.000
78100300 EACH REPLACEMENT REFLECTOR Base items 32.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 602.000
78200011 EACH BARRIER WALL REFLECTORS, TYPE C Base items 752.000
78200020 EACH CURB REFLECTORS Base items 227.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 4,736.000
80300100 FOOT LOCATING UNDERGROUND CABLE Base items 260.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 3.000
81028350 FOOT UNDERGROUND CONDUIT, PVC, 2" DIA. Base items 1,965.000
81028730 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 1 1/4" DIA. Base items 50.000
81028770 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 3" DIA. Base items 170.000
81104580 FOOT CONDUIT ATTACHED TO STRUCTURE, 2" DIA., STAINLESS STEEL Base items 10.000
81200230 FOOT CONDUIT EMBEDDED IN STRUCTURE, 2" DIA., PVC Base items 19,326.000
81301370 EACH JUNCTION BOX, STAINLESS STEEL, EMBEDDED IN STRUCTURE, 18" X 12" X 8" Base items 14.000
81603000 FOOT UNIT DUCT, 600V, 2-1C NO.8, 1/C NO.8 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 3,255.000
81603025 FOOT UNIT DUCT, 600V, 2-1C NO.4, 1/C NO.4 GROUND, (XLP-TYPE USE), 1" DIA. POLYETHYLENE Base items 22.000
81603035 FOOT UNIT DUCT, 600V, 2-1C NO.6, 1/C NO.6 GROUND, (XLP-TYPE USE), 1" DIA. POLYETHYLENE Base items 4,827.000
81603065 FOOT UNIT DUCT, 600V, 2-1C NO.2, 1/C NO.2 GROUND, (XLP-TYPE USE), 1 1/4" DIA. POLYETHYLENE Base items 2,162.000
81702415 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 3-1/C NO. 6 Base items 8,528.000
81702420 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 3-1/C NO. 8 Base items 12,410.000
82110008 EACH LUMINAIRE, LED, ROADWAY, OUTPUT DESIGNATION H Base items 136.000
82500380 EACH LIGHTING CONTROLLER, BASE MOUNTED, 480VOLT, 200AMP Base items 3.000
84200600 EACH REMOVAL OF LIGHTING UNIT, NO SALVAGE Base items 68.000
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
88600600 FOOT DETECTOR LOOP REPLACEMENT Base items 2,381.000
89502300 FOOT REMOVE ELECTRIC CABLE FROM CONDUIT Base items 12,721.000
X0301242 FOOT PIEZO AXLE SENSOR, CLASS II Base items 69.000
X0301271 FOOT REMOVE EXISTING UNDERDRAINS Base items 11,335.000
X0322936 EACH REMOVE EXISTING FLARED END SECTION Base items 52.000
X0323265 SQ YD REMOVE EXISTING RIPRAP Base items 950.000
X0323586 FOOT PIPE DRAIN REMOVAL Base items 3,045.000
X0325153 SQ YD MASONRY CLEANING AND TUCKPOINTING Base items 159.000
X0326382 FOOT CONCRETE BARRIER BASE (SPECIAL) Base items 11,821.000
X0327116 EACH SOLAR POWER ASSEMBLY Base items 1.000
X0327303 EACH REMOVAL OF EXISTING SIGN LIGHTING UNIT WITH NO SALVAGE Base items 35.000
X0327321 EACH INTERSTATE WEEKEND CLOSURE (SPECIAL) Base items 2.000
X0327510 SQ FT GRANITE BLOCK REPLACEMENT Base items 100.000
X1200061 CU YD CLAY LINER Base items 383.000
X1400384 EACH LIGHT POLE, ALUMINUM, 45 FT., 2-8 FT. MAST ARMS Base items 68.000
X2080250 CU YD TRENCH BACKFILL (SPECIAL) Base items 10.000
X2500005 L SUM CLEANING AND PAINTING ALUMINUM RAILING Base items 1.000
X2700010 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - LINE 6" Base items 11,001.000
X4201510 SQ YD P.C. CONCRETE BRIDGE APPROACH SHOULDER PAVEMENT (SPECIAL) Base items 762.000
X4401198 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH Base items 5,277.000
X4403300 SQ FT CONCRETE MEDIAN REMOVAL Base items 1,474.000
X4405018 FOOT LONGITUDINAL PARTIAL DEPTH REMOVAL 1 1/2" Base items 14,500.000
X440A300 SQ YD PORTLAND CEMENT CONCRETE SURFACE REMOVAL (COLD MILLING) VARIABLE DEPTH Base items 7,906.000
X4420553 SQ YD CLASS A PATCHES, TYPE II, 10 INCH (SPECIAL) Base items 713.000
X4420900 TON LONGITUDINAL PARTIAL DEPTH PATCHING Base items 362.000
X4832500 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 12" (SPECIAL) Base items 528.000
X5015225 FOOT PIPE CULVERT REMOVAL (SPECIAL) Base items 12.000
X5030250 SQ YD BRIDGE DECK GROOVING (LONGITUDINAL) Base items 1,612.000
X5060608 L SUM CONTAINMENT AND DISPOSAL OF NON-LEAD PAINT CLEANING RESIDUES NO. 8 Base items 1.000
X5060611 L SUM CONTAINMENT AND DISPOSAL OF NON-LEAD PAINT CLEANING RESIDUES NO. 10 Base items 1.000
X5060612 L SUM CONTAINMENT AND DISPOSAL OF NON-LEAD PAINT CLEANING RESIDUES NO. 11 Base items 1.000
X5060614 L SUM CONTAINMENT AND DISPOSAL OF NON-LEAD PAINT CLEANING RESIDUES NO. 14 Base items 1.000
X5060615 L SUM CONTAINMENT AND DISPOSAL OF NON-LEAD PAINT CLEANING RESIDUES NO. 15 Base items 1.000
X5090810 FOOT PEDESTRIAN RAIL (SPECIAL) Base items 265.000
X5210005 EACH TIGHTEN SUPPORT ANCHOR BOLT Base items 2.000
X5420612 FOOT PIPE CULVERTS TO BE CLEANED 12" Base items 88.000
X5420624 FOOT PIPE CULVERTS TO BE CLEANED 24" Base items 151.000
X5537600 FOOT STORM SEWERS TO BE CLEANED 8" Base items 878.000
X6015000 EACH REMOVE CONCRETE HEADWALLS FOR PIPE DRAINS Base items 347.000
X6062700 FOOT CONCRETE GUTTER, TYPE A (SPECIAL) Base items 4,147.000
X6100230 EACH TYPE F INLET BOX, STANDARD 610001 (SPECIAL) Base items 2.000
X6100510 EACH REMOVE AND REPLACE INLET BOX 610001 GRATES Base items 4.000
X6350120 EACH DELINEATOR REMOVAL Base items 680.000
X6430120 EACH REMOVE IMPACT ATTENUATORS, NO SALVAGE Base items 4.000
X6700410 CAL MO ENGINEER'S FIELD OFFICE, TYPE A (SPECIAL) Base items 20.000
X7010202 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701321 (SPECIAL) Base items 2.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7010218 EACH TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 4.000
X7011800 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD BLR 21 Base items 1.000
X7200085 EACH REPLACE AND TIGHTEN SIGN MOUNTING CLIPS PER EACH SIGN Base items 18.000
X7330066 EACH REPAIR HANDRAIL LOCKING PIN CONNECTION Base items 45.000
X7330069 EACH TIGHTEN END SUPPORT CONNECTION Base items 6.000
X7330070 EACH OVERHEAD SIGN SUPPORT GROUT REPAIR Base items 4.000
X7330112 EACH SAFETY CHAIN Base items 19.000
X7800200 FOOT PAINT PAVEMENT MARKING CURB Base items 260.000
X7830060 SQ FT GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS AND SYMBOLS Base items 1,086.000
X7830074 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 271,867.000
X7830076 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 25,611.000
X7830078 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 13" Base items 1,060.000
X7830090 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 25" Base items 180.000
X8140210 EACH HEAVY-DUTY HANDHOLE (SPECIAL) Base items 4.000
X8360103 EACH LIGHT POLE FOUNDATION, INTEGRAL WITH BARRIER WALL Base items 67.000
X8630103 EACH CONTROLLER CABINET TYPE III (SPECIAL) Base items 1.000
X8730810 FOOT ELECTRIC CABLE IN CONDUIT, CONOGA-30003 Base items 1,940.000
X8780107 FOOT CONCRETE FOUNDATION (SPECIAL) Base items 3.500
X8860400 FOOT DETECTOR LOOP (SPECIAL) Base items 660.000
X8900100 EACH TEMPORARY TRAFFIC SIGNAL INSTALLATION (SPECIAL) Base items 3.000
Z0001495 SQ YD BRIDGE APPROACH SHOULDER REMOVAL Base items 762.000
Z0001899 EACH JACK AND REMOVE EXISTING BEARINGS Base items 92.000
Z0001903 POUND STRUCTURAL STEEL REMOVAL Base items 7,200.000
Z0001905 POUND STRUCTURAL STEEL REPAIR Base items 4,140.000
Z0004552 SQ YD APPROACH SLAB REMOVAL Base items 373.000
Z0004556 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL (DECK) Base items 28,120.000
Z0007101 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 1 Base items 1.000
Z0007102 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 2 Base items 1.000
Z0007106 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 6 Base items 1.000
Z0007107 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 7 Base items 1.000
Z0007109 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 9 Base items 1.000
Z0007113 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 13 Base items 1.000
Z0007117 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 16 Base items 1.000
Z0007119 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 18 Base items 1.000
Z0007123 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 12 Base items 1.000
Z0007128 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 17 Base items 1.000
Z0007130 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 19 Base items 1.000
Z0010400 SQ FT CLEANING BRIDGE SEATS Base items 9,250.000
Z0010501 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 1 Base items 1.000
Z0010502 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 2 Base items 1.000
Z0010506 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 6 Base items 1.000
Z0010507 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 7 Base items 1.000
Z0010508 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 8 Base items 1.000
Z0010509 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 9 Base items 1.000
Z0010510 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 10 Base items 1.000
Z0010511 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 11 Base items 1.000
Z0010512 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 12 Base items 1.000
Z0010513 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 13 Base items 1.000
Z0010514 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 14 Base items 1.000
Z0010515 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 15 Base items 1.000
Z0010516 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 16 Base items 1.000
Z0010517 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 17 Base items 1.000
Z0010518 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 18 Base items 1.000
Z0010519 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 19 Base items 1.000
Z0012754 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES) Base items 5,509.000
Z0012800 SQ YD CONCRETE PAVEMENT SCARIFICATION Base items 541,761.000
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 19.000
Z0016002 SQ YD DECK SLAB REPAIR (FULL DEPTH, TYPE II) Base items 799.000
Z0016200 SQ YD DECK SLAB REPAIR (PARTIAL) Base items 1,065.000
Z0016702 L SUM DETOUR SIGNING Base items 1.000
Z0018002 EACH DRAINAGE SCUPPERS, DS-11 Base items 7.000
Z0022800 FOOT FENCE REMOVAL Base items 865.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 2,913.000
Z0030904 EACH TIGHTEN SPLICE FLANGE Base items 5.000
Z0033700 FOOT LONGITUDINAL JOINT SEALANT Base items 624,113.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 80,061.000
Z0034390 FOOT MODULAR EXPANSION JOINT 6" Base items 152.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0076600 HOUR TRAINEES Base items 3,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 3,000.000 $15.00
Z0077598 EACH DRILL WEEP HOLE Base items 40.000
No More Pay Items

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