Home > Notice of Letting > Contract Detail

June 12, 2026 Letting 12:00 PM
150-76M95

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

Bulletin Description

Resurfacing on I-64 from 0.5 miles west of Beaver Pond Creek to 0.9 miles west of CH 11.
Region District DBE % VBP % Federal Project #
5 8 0.00 0.00 NHPPF981(281)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Washington
  • FAI 64
  • I-64
  • 95-(3,4)RS-2
  • C-98-035-20
  • 8-00340-0000
Contract Specifics
Project Labor Agreement
Completion Date: November 15, 2028 Plus 25 Working Days
Previously advertised on April 24, 2026 (Item 168).
No More Contract Specifics

Ask Subscribe Questions and Answers (42 Submitted / 38 Answered ) Questions not accepted as of June 02, 2026 04:30 PM.

  • Can you provide additional details on the aggregate wedge shoulder item? With the new outside shoulder elevation being close to the existing outside shoulder elevation, 28118 tons to wedge is excessive. thanks
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/05/2026)

  • Where is the variable depth HMA surface removal? It's not shown on any schedules.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • How will the rebar in the Expansion Joint Spl be paid for? Is it incidental? The notes on the sheet you copied and pasted from a previous contract don't address this. Additionally, there should be a special provision for this item.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • You have patch reinforcement listed for all B patches, B patches do not get patch reinforcement. Type 3 & 4 B patches get welded wire reinforcement. You also don't have a dowel bar pay item. Please advise.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • In regards to the milled tapered edge detailed on plan sheets #181 & #184, what pay item will be used to compensate the contractor for this work? thanks
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • Can you provide additional details on the X4401198 HMA Surface Removal Variable Depth Item? If the total WB shoulders and only partial EB shoulders are to receive this milling, then the quantity given of 244,406 SQYD is excessive. thanks
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • Can you provide additional details on the 40600370 Longitudinal Joint Sealant item? The quantity of 1,552,260 feet seems excessive. And this project will need half-width LJS (9") due to the staging requirements. thanks
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • Can you provide additional details regarding the X4823107 HMA Shoulder (Special) item? How was the quantity of 368,672 SQYD calculated? thanks
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • It appears that the incidental pavement markings for the traffic control will be paid for under the temporary pavement marking paint and pavement marking removal pay items, per the schedules. Please confirm that this is correct?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • The quantity for pay item IDOT standard 701411 shows to be 8. The only ramps inside the project limits are at the interchange with IL 127 (4 ramps). Where is the state calculating 8 of these to be used?
    four for pre-stage, two for stage 2, and two for stage 3 (06/05/2026)

  • The furnished excavation quantity on the earthwork schedule for mainline on sheet 18 appears to be incorrect when compared to the embankment required. Please advise.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • What is the purpose of pay item X4404264 Shoulder Removal and Replacement (Special)?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • According to the HMA mix table Sheet 3, top lift of shoulders is to be an E90 surface mix. The lift details mention a C30 for the top lift of shoulders. Please clarify and provide a mix design for C30 if that is the intended mix.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • Please provide mix designs for the HMA base course widening and stabilized subbase.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • Per plan sheet #13, the inside ramp shoulders are being removed under PAVED SHOULDER REMOVAL. Per plan sheet #19, the schedule of quantities does not include the inside ramp shoulder. Can you verify the PAVED SHOULDER REMOVAL quantity?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • Per plan sheet #3, an MTD is required for all shoulder work and all lifts. Is this correct? Also, can you verify the MTD quantity? If required for shoulders, it would be low. If not required, it would be high.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/05/2026)

  • Are the speed limit trees and the crossover X miles shown on the staged traffic control drawings the additional signs required for pay item X7200062 or are these part of the traffic control and protection special?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/05/2026)

  • Per plan sheets #181-#182 (top right note), the entire outside EB shoulder is being reconstructed in the Pre-Stage. Per the MoT (plan sheets #191-#231), only a small portion of the outside EB shoulder is being reconstructed. Which is correct?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/05/2026)

  • The barrier required for the pre-stage ramp work will make material delivery and constructibility very difficult. Would the department consider pre-grading the area adjacent to the outside shoulder to withstand traffic so barrels could be used or a week long closure per ramp to allow this work to occur?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/05/2026)

  • Does the Peak Hour Restriction apply to "Work Before Construction"? The Special Provision only states pre-stage and Stage 1.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • Could you please provide some clarity for the quantity of the LJS? The quantity was 323,275 feet when this contract was previously advertised and is now showing more than 4 times that amount. Please advise.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • The cross-over and ramp earthwork schedule on sheet 18 references column 6, however there is no column 6 on the table. Please advise.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • The Int. Comp. Dates special states “The Contractor shall conduct and coordinate the construction activities in such a manner so as to complete all pre-construction, pre-stage and stage I work requiring a lane closure on or before 11/15/26.” These stages include around 16,000 truckloads of material that must be moved in/out prior to November 15, 2026. Would you consider changing the interim completion dates as follows: pre-stage/stage 1: 11/15/27. Stage 2: 11/15/28. Stage 3: 11/15/29?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • The Int. Compl. Dates special states “The Contractor shall conduct and coordinate the construction activities in such a manner so as to complete all pre-construction, pre-stage and stage I work requiring a lane closure on or before November 15, 2026.” It also states, “Completion of a stage shall mean that all work within that stage has been completed by the Contractor and approved by the Engineer.” Is all work (or only work requiring a lane closure) subject to the November 15, 2026 date?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • The first paragraph of the Peak Hour Restrictions states “The Contractor shall be permitted to have lane closures through the weekends, without peak hour restrictions, except for those holiday weekends specified in Article 107.09.” The traffic control plans require a lane shift, reduced to 1 lane in each direction for Pre-stage and Stage 1. What is the departments intent of the last sentence of the first paragraph? Does this remove the 1 truck per hour restriction during non-holiday weekends?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • Under the tubular marker special provision it state that an additional set is to be delivered to IDOT's Maintenence yard. What quantifies as an additional set?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • The first paragraph of the Peak Hour Restrictions special provision states “Delivery or removal of large quantities of material will not be allowed during peak hours. Large quantities shall be defined as more than 1 truck per hour.” To attempt to complete the pre-stage and stage 1 work prior to November 15, 2026, the Contractor will be required to exceed the 1 truck per hour limit during peak hours. Will the department revise this special provision to remove this restriction?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • Per special provisions page #9, work during pre-stage & stage 1 shall have one lane open during peak hours with a restriction of 1 truck per hour. The following paragraph on page #9 indicates all lane must be open during peak hours. Please clarify.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • How did you come up with the square yardage for the HMA Shld Spl item? The rows in the tables on Sheet 21 do not come close to the subtotal for each row. The tonnage you show in the table at the bid qty square yardage would only allow for 7" of mix. Knowing all of these shoulders are at least 10", you've either completely missed on your square yardage or the tonnage you show in the table is extremely low. Please advise.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • Where the shoulders are being milled out under HMA SURF REM VAR DP, how is the resurfacing being paid for? There are no details or schedule of quantities for it.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • Can you verify the HMA SURF REM, VAR DP quantity? It seems high. Based on plan sheets #185-#188, it should be around 125,000 SQYD. Also, is there any details for this besides the note in the plans? No schedule of quantities was provided.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • Can you verify the HMA SHOULDER SPL quantity on plan sheet #21? The tonnage seems correct, but the SQYD total seems high.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • There appears to be no pay item to cover the shoulder paving in the "Work Before/After Construction". Also what mix design to is to be used? Per plan sheet #3, it is either a C N30 or an E N90.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • There are no pay items for Dowell Bars 1 1/2" or Welded Wire reinforcement.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • The proposed schedule ahead of the 11/15/26 interim completion date seems extremely expedited especially considering the peak hour restrictions. Would the department consider lifting this interim date, keeping the winter period as defined and keeping the requirements for 11/15/27? This would basically allow contractor to complete pre-stage, stage 1 and stage II ahead of 11/15/27.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • Clarification of peak hour restrictions (p.9): First sentence first paragraph says contractors shall have one lane open to traffic during peak hours and first sentence 2nd paragraph defines penalties for not having all lanes open to traffic during peak hours. I assume during pre-stage and stage 1 work besides holiday weekends and winter period that single lane closures will be allowed in each direction but wanted to clarify.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/03/2026)

  • Could you provide additional detail regarding the Shoulder Rem and Repl Spl item? The Spl Provision is somewhat unclear, as the operations listed appear to be covered under separate pay items and would typically be paid for under those respective items. Are you proposing to backfill the trench with temporary HMA pavement? If so, please provide the proposed mix design.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (06/02/2026)

  • The letting is 3 weeks from Friday. Can you release the plans please?
    Plans will be made available this week as soon as possible. Please continue to monitor the website for an udpate. (05/19/2026)

Authorized Bidders

  • 5306 Samron Midwest Contracting, Inc.
    PO Box 1555
    Murphysboro, IL 62966
    Phone: (618) 687-5500 Fax: (618) 684-9341 Email: info@samron.com
    $74,388,393.01

  • 1144 Christ Bros. Asphalt Inc/The Kilian Corp (JV)
    820 S. Fritz Street
    P.O. BOX 158
    Lebanon, IL 62254
    Phone: No Record Fax: No Record Email: No Record
    $90,927,859.35

  • 5550 E. T. Simonds Construction Company
    1500 N Oakland Ave
    PO Box 2107
    Carbondale, IL 62902
    PO Box 2107
    Carbondale, IL 62902
    Phone: (618) 457-8191 Fax: (618) 549-0131 Email: jjones@etsimonds.com

  • 2692 Howell Paving, Inc.
    1020 N. 13th Street
    Mattoon, IL 61938
    P.O. Box 1009
    Mattoon, IL 61938
    Phone: (217) 234-8877 Fax: (217) 234-4226 Email: estimates@howellco.com
    $88,925,753.38

Non Bidders

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

  • 6003 The Kilian Corporation and Christ Brothers Asphalt , Inc. J.V.
    (Pending Authorization)
    608 S Independence Street
    Mascoutah, IL 62258
    P.O. Box A
    Mascoutah, IL 62258
    Phone: (618) 566-2000 Fax: (618) 566-2314 Email: estimating@kiliancorp.com

Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 29,793.000
20400800 CU YD FURNISHED EXCAVATION Base items 32,070.000
21400100 FOOT GRADING AND SHAPING DITCHES Base items 310.000
25000210 ACRE SEEDING, CLASS 2A Base items 2.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 181.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 181.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 181.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 9,705.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 207,282.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 125.000
31200500 SQ YD STABILIZED SUBBASE - HOT-MIX ASPHALT, 4" Base items 637.000
35100600 SQ YD AGGREGATE BASE COURSE, TYPE A 7" Base items 223,470.000
35101100 SQ YD AGGREGATE BASE COURSE, TYPE A 12" Base items 23,019.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 1,447.000
35600670 SQ YD HOT-MIX ASPHALT BASE COURSE WIDENING, 5" Base items 1,575.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 40,518.000
40600295 POUND POLYMERIZED BITUMINOUS MATERIALS (TACK COAT) Base items 302,123.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 633,600.000
40600405 TON MATERIAL TRANSFER DEVICE Base items 259,889.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 436.000
40600990 SQ YD TEMPORARY RAMP Base items 436.000
40605015 TON POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, STONE MATRIX ASPHALT 12.5, N80 Base items 17,625.000
40605034 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 12.5, MIX "E", N80 Base items 80,500.000
42000401 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 9" (JOINTED) Base items 640.000
42000501 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 10" (JOINTED) Base items 22,393.000
44000100 SQ YD PAVEMENT REMOVAL Base items 628.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 33,285.000
44000162 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 3 1/4" Base items 18,935.000
44000175 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 6 1/2" Base items 268,152.000
44000300 FOOT CURB REMOVAL Base items 254.000
44003100 SQ FT MEDIAN REMOVAL Base items 1,838.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 195,333.000
44200050 SQ YD WELDED WIRE REINFORCEMENT Base items 263.000
44200632 SQ YD CLASS A PATCHES, TYPE IV, 15 INCH Base items 7,089.000
44200994 SQ YD CLASS B PATCHES, TYPE II, 12 INCH Base items 81.000
44200998 SQ YD CLASS B PATCHES, TYPE III, 12 INCH Base items 98.000
44201000 SQ YD CLASS B PATCHES, TYPE IV, 12 INCH Base items 263.000
44201299 EACH DOWEL BARS 1 1/2" Base items 595.000
44213000 SQ YD PATCHING REINFORCEMENT Base items 7,089.000
44213200 FOOT SAW CUTS Base items 18,294.000
44213204 EACH TIE BARS 3/4" Base items 1,504.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 31,060.000
48101500 SQ YD AGGREGATE SHOULDERS, TYPE B 6" Base items 2,833.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 28,118.000
48203100 TON HOT-MIX ASPHALT SHOULDERS Base items 11,144.000
50300225 CU YD CONCRETE STRUCTURES Base items 3.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 232.000
54260724 EACH SLOPED METAL END SECTION WITH GRATE, STANDARD 542411, 24", 1:6 Base items 3.000
54260730 EACH SLOPED METAL END SECTION WITH GRATE, STANDARD 542411, 30", 1:6 Base items 2.000
542D0229 FOOT PIPE CULVERTS, CLASS D, TYPE 1 24" Base items 571.000
542D0235 FOOT PIPE CULVERTS, CLASS D, TYPE 1 30" Base items 608.000
59300100 CU YD CONTROLLED LOW-STRENGTH MATERIAL Base items 35.000
60108106 FOOT PIPE UNDERDRAINS, TYPE 1, 6" Base items 193,658.000
60108200 FOOT PIPE UNDERDRAINS 6" (SPECIAL) Base items 6,670.000
60600605 FOOT CONCRETE CURB, TYPE B Base items 255.000
60618300 SQ FT CONCRETE MEDIAN SURFACE, 4 INCH Base items 1,728.000
60905305 FOOT BOX CULVERTS TO BE CLEANED Base items 849.000
60920024 FOOT PIPE CULVERTS TO BE CLEANED 24" Base items 1,284.000
60920030 FOOT PIPE CULVERTS TO BE CLEANED 30" Base items 312.000
60920036 FOOT PIPE CULVERTS TO BE CLEANED 36" Base items 792.000
60920042 FOOT PIPE CULVERTS TO BE CLEANED 42" Base items 111.000
60920060 FOOT PIPE CULVERTS TO BE CLEANED 60" Base items 526.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 6,374.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 23.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 18.000
63100169 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) FLARED Base items 5.000
63200310 FOOT GUARDRAIL REMOVAL Base items 6,374.000
63800920 FOOT MODULAR GLARE SCREEN SYSTEM, TEMPORARY Base items 103,560.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 207,280.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 16.000
67100100 L SUM MOBILIZATION Base items 1.000
70100207 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701402 Base items 4.000
70100420 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701411 Base items 8.000
70100700 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701406 Base items 1.000
70100800 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701401 Base items 1.000
70100825 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701456 Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 90.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 2,072.000
70300211 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - PAINT Base items 28.000
70300241 FOOT TEMPORARY PAVEMENT MARKING - LINE 6"- PAINT Base items 725,478.000
70300251 FOOT TEMPORARY PAVEMENT MARKING - LINE 8"- PAINT Base items 1,420.000
70300281 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- PAINT Base items 199.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 120,300.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 6,688.000
70600270 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, WIDE), TEST LEVEL 3 Base items 15.000
70600327 EACH IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, WIDE), TEST LEVEL 3 Base items 7.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 1,036.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 96.000
72000300 SQ FT SIGN PANEL - TYPE 3 Base items 64.000
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 325.000
72400320 SQ FT REMOVE SIGN PANEL - TYPE 2 Base items 96.000
72400330 SQ FT REMOVE SIGN PANEL - TYPE 3 Base items 64.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 20.000
72900100 FOOT METAL POST - TYPE A Base items 1,426.000
73000100 FOOT WOOD SIGN SUPPORT Base items 90.000
73700100 EACH REMOVE GROUND MOUNTED SIGN SUPPORT Base items 3.000
78004600 SQ FT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LETTERS AND SYMBOLS Base items 144.000
78004630 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 6" Base items 260,956.000
78004640 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 8" Base items 3,378.000
78004660 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 12" Base items 220.000
78004720 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 24" Base items 120.000
78011000 SQ FT GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS AND SYMBOLS Base items 144.000
78011035 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 260,956.000
78011045 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 3,378.000
78011065 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 13" Base items 220.000
78011125 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 25" Base items 120.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 1,522.000
78200006 EACH GUARDRAIL REFLECTORS, TYPE B Base items 84.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 1,373.000
78300201 SQ FT PAVEMENT MARKING REMOVAL - GRINDING Base items 444,648.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 2.000
81028790 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 4" DIA. Base items 600.000
81400100 EACH HANDHOLE Base items 4.000
81603000 FOOT UNIT DUCT, 600V, 2-1C NO.8, 1/C NO.8 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 5,800.000
82110009 EACH LUMINAIRE, LED, ROADWAY, OUTPUT DESIGNATION I Base items 15.000
82500350 EACH LIGHTING CONTROLLER, BASE MOUNTED, 240VOLT, 100AMP Base items 2.000
83009600 EACH LIGHT POLE, ALUMINUM, 45 FT. M.H., 15 FT. MAST ARM Base items 11.000
83600300 FOOT LIGHT POLE FOUNDATION, 30" DIAMETER Base items 10.000
83800650 EACH BREAKAWAY DEVICE, COUPLING WITH STAINLESS STEEL SCREEN Base items 15.000
84200600 EACH REMOVAL OF LIGHTING UNIT, NO SALVAGE Base items 7.000
84200804 EACH REMOVAL OF POLE FOUNDATION Base items 6.000
84500110 EACH REMOVAL OF LIGHTING CONTROLLER Base items 2.000
X0327423 EACH CONNECTION TO EXISTING CULVERT Base items 1.000
X1200090 EACH TRAVERSABLE PIPE GRATE (SPECIAL) Base items 22.000
X4401198 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH Base items 132,667.000
X4402805 SQ FT ISLAND REMOVAL Base items 224.000
X4404400 SQ YD PAVEMENT REMOVAL (SPECIAL) Base items 758.000
X4810200 CU YD AGGREGATE SHOULDER REMOVAL Base items 12.000
X4823105 TON HOT-MIX ASPHALT SHOULDERS (SPECIAL) Base items 146,568.000
X5036003 EACH CONCRETE HEADWALL (SPECIAL) Base items 459.000
X6013700 FOOT PIPE UNDERDRAIN REMOVAL (SPECIAL) Base items 201,880.000
X6015000 EACH REMOVE CONCRETE HEADWALLS FOR PIPE DRAINS Base items 29.000
X6050700 EACH REMOVE INLET BOX Base items 1.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7010234 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701701 (SPECIAL) Base items 1.000
X7200062 EACH TEMPORARY SIGNING Base items 2,255.000
X8410102 L SUM TEMPORARY LIGHTING SYSTEM Base items 1.000
Z0012800 SQ YD CONCRETE PAVEMENT SCARIFICATION Base items 269,306.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0018400 EACH DRAINAGE STRUCTURES TO BE ADJUSTED Base items 3.000
Z0021400 FOOT EXPANSION JOINT (SPECIAL) Base items 190.000
Z0024475 EACH TUBULAR MARKER Base items 62.000
Z0065775 FOOT SLOTTED DRAIN 24" WITH VARIABLE SLOT Base items 273.000
Z0065780 FOOT SLOTTED DRAIN 30" WITH VARIABLE SLOT Base items 142.000
Z0076600 HOUR TRAINEES Base items 4,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 4,000.000 $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.