Home > Notice of Letting > Contract Detail

March 11, 2022 Letting 12:00 PM
143-66H63

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

Bulletin Description

Project consists on milling and resurfacing I-57 interstate and Buckley interchange ramps in Iroquois County. The project length is 6.9 miles. The work also includes structural upgrades, underdrain removal / replacement, guardrail upgrades and grading/shaping ditches. Resurfacing on Buckley Interchange ramps shall be accomplished at night.
Region District DBE % VBP % Federal Project #
2 3 8.00 0.00 NHPP2DQR(624)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Iroquois
  • FAI 57
  • (38-7,38-6)RS
  • C-93-081-21
  • 3-05738-0130
Contract Specifics
Project Labor Agreement
100 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (8 Submitted / 8 Answered ) Questions not accepted as of March 01, 2022 04:30 PM.

  • Is the makeup of the existing ML shoulders 13" total HMA or is this what will be left after pre-stage milling? The shoulder removal and replacement special provision states that the contractor will have to remove 13" of HMA material to access the underdrain. Please advise
    According to old plans, the total makeup of the mainline shoulders is approx. 13" (with very possible lesser HMA thicknesses in between) so the removal can be up to 13" of HMA. The depths of HMA shoulder must be verified in the field. The existing underdrain is approx. 24" to 27" below grade (aggregate plus HMA shoulder). The contractor should also consider that 2",4",5" and 5.5" will be rehabilitated (milled and resurfaced) in the project and these quantities can be considered as part of the total thickness of the shoulder (i.e. 13" of HMA shoulder material or variable) when backfilling the underdrain gap with HMA. Please see detail on sheet 124. The intent of the work is so when the job is complete, the existing HMA shoulder thickness (13” or variable) is not reduced due to removing and replacing the underdrain. (03/02/2022)

  • Plan sheet 37 directs all Woven Wire Fence to be Removed and Installed per direction of the Supervisor. Given that End, Corner and Pull Posts are INCIDENTAL to this item, without specific locations and configurations it is IMPOSSIBLE to determine how many INCIDENTAL terminals are needed. IF this is the best anyone can do, please ADD pay items for nominal quantiy of End Posts and Corner/Pull Posts so IDOT will only pay for what it uses.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (03/02/2022)

  • As a follow up. Your previous response says most material is expected to remain onsite. However, Article 669.05(a)(5) material, per spec., is required to be disposed at a landfill. Are the Article 669.05(a)(5) locations at Site 3917-1 going to be reclassified?
    The project should be bid according to the plans and specifications available online. (03/02/2022)

  • Sheet 16 of the plans (Buckley Interchange TYP Section) shows a 3.25" Removal in this area. The item called out for in this area is 3.75" Removal. Which is correct?
    An addendum has been issued to address this. (03/02/2022)

  • Please correct/confirm the stationing on sheet 106 at the back of the North abutments for SN 038-0151 and 038-0152. Also, please confirm the correct LF of 2399 Rail - sheet 106 calls for 184 lf, yet sheet 108 calls for 174 lf.
    An addendum has been issued to address this. (03/02/2022)

  • Polyurea qtys look to be off. Blow in qtys Staging qtys and permanent totals shown EXCEED plan qtys given..
    Please see Special provision POLYUREA PAVEMENT MARKING for permanent application. It requires two separate applications. (02/22/2022)

  • Plan quantity for Longitudinal Joint Sealant is 142,061 feet. According to Note 1 for the proposed typical sections on sheet 15, LJS is to be placed under the centerline joints of the 2nd lift of binder and the surface. According to Note 2, LJS is also to be placed under the surface lift joints of both shoulders and mainline pavement. If this is correct, plan quantity is incorrect. Please advise.
    A quantity of 2640 FT of longitudinal joint sealant (LJS) was allocated for its application between the HMA shoulder and the HMA mainline pavement to monitor the performance of the LJS over time. The actual location of the LJS will be determined in the field. Please refer to the Mainline HMA Schedule notes. Longitudinal Joint Sealant will still need to be applied under surface and binder at the lane centerline as shown in the typical sections. (02/18/2022)

  • Plans calls for just one soil disposal analysis (66900530). However, there are a number of Article 669.05(a)(5) locations. Normally we see one sample per Article 669.05(a)(5) location. Should there be more soil samples?
    Most of that material is expected to remain onsite. The single sample for waste characterization is associated with PESA Site 3917-17, where a documented release was reported. The detail on sheet 130 shows the allocated location for any surplus material to be deposited. Regulated substances monitoring is still required for PESA Sites 3917-1 and 3917-17. (02/17/2022)

Authorized Bidders

  • 2880 Iroquois Paving Corporation
    1889 E US Hwy 24
    PO Box 466
    Watseka, IL 60970
    PO Box 466
    Watseka, IL 60970
    Phone: (815) 432-5211 Fax: (815) 432-5234 Email: estimating@iroqpavcorp.com
    $20,672,340.16

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

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 60.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 160.000
20200100 CU YD EARTH EXCAVATION Base items 206.000
20400800 CU YD FURNISHED EXCAVATION Base items 90.000
21400100 FOOT GRADING AND SHAPING DITCHES Base items 13,377.000
25000200 ACRE SEEDING, CLASS 2 Base items 1.250
25000210 ACRE SEEDING, CLASS 2A Base items 3.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 390.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 390.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 390.000
25100115 ACRE MULCH, METHOD 2 Base items 1.250
25100630 SQ YD EROSION CONTROL BLANKET Base items 14,908.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 310.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 1,180.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,730.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 96.000
28200200 SQ YD FILTER FABRIC Base items 96.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 269,642.000
40600400 TON MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS Base items 60.400
40600902 TON HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), N90 Base items 93.000
40600907 TON POLYMERIZED HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), N90 Base items 6.000
40600990 SQ YD TEMPORARY RAMP Base items 1,276.000
40602990 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N90 Base items 16,391.000
40603085 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 13,597.000
40603209 TON POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N90 Base items 17,211.000
40603235 TON POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 1,934.000
40604062 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 Base items 14,164.000
40604162 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 Base items 774.000
40604164 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N90 Base items 1,079.000
40605034 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 12.5, MIX "E", N80 Base items 20,886.000
40733705 FOOT LONGITUDINAL JOINT SEALANT Base items 142,061.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 36.000
44000153 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 1" Base items 47,139.000
44000155 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" Base items 434.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 46,950.000
44000162 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 3 1/4" Base items 8,178.000
44000165 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 4" Base items 125,319.000
44000169 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 5" Base items 124,928.000
44000171 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 5 1/2" Base items 9,207.000
44000300 FOOT CURB REMOVAL Base items 140.000
44200583 SQ YD CLASS A PATCHES, TYPE IV, 12 INCH Base items 1,656.000
44200610 SQ YD CLASS A PATCHES, TYPE II, 13 INCH Base items 307.000
44200612 SQ YD CLASS A PATCHES, TYPE III, 13 INCH Base items 54.000
44213000 SQ YD PATCHING REINFORCEMENT Base items 2,017.000
44213200 FOOT SAW CUTS Base items 3,558.000
44213204 EACH TIE BARS 3/4" Base items 2,239.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 872.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 4,834.000
48203029 SQ YD HOT-MIX ASPHALT SHOULDERS, 8" Base items 467.000
50102400 CU YD CONCRETE REMOVAL Base items 6.700
50300225 CU YD CONCRETE STRUCTURES Base items 20.900
50300300 SQ YD PROTECTIVE COAT Base items 85.600
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 2,384.000
50900200 FOOT STEEL RAILING, TYPE 2399 Base items 174.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 3.000
550A0400 FOOT STORM SEWERS, CLASS A, TYPE 2 21" Base items 32.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 9.000
55101100 FOOT STORM SEWER REMOVAL 21" Base items 32.000
55101200 FOOT STORM SEWER REMOVAL 24" Base items 9.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 305.000
60100070 FOOT SHOULDER REMOVAL AND REPLACEMENT Base items 155,073.000
60108100 FOOT PIPE UNDERDRAINS 4" (SPECIAL) Base items 5,932.000
60108501 FOOT PIPE UNDERDRAINS, TYPE 3 Base items 151,980.000
60600605 FOOT CONCRETE CURB, TYPE B Base items 140.000
60920036 FOOT PIPE CULVERTS TO BE CLEANED 36" Base items 518.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 4,300.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 16.000
63100087 EACH TRAFFIC BARRIER TERMINAL, TYPE 6A Base items 2.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 18.000
63200310 FOOT GUARDRAIL REMOVAL Base items 6,105.000
63500105 EACH DELINEATORS Base items 286.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 137,829.000
66500105 FOOT WOVEN WIRE FENCE, 4' Base items 5,000.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 100.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 1.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 30.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 12.000
67100100 L SUM MOBILIZATION Base items 1.000
70100420 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701411 Base items 4.000
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 50.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 2,142.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 476.000
70302120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - POLYUREA Base items 301,957.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 2,800.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 2,150.000
70600250 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3 Base items 9.000
70600350 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 3 Base items 7.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 14.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 18.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 210.000
78004600 SQ FT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LETTERS AND SYMBOLS Base items 111.000
78004630 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 6" Base items 17,880.000
78004720 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 24" Base items 64.000
78008310 FOOT POLYUREA PAVEMENT MARKING TYPE II - LINE 4" Base items 303,400.000
78008340 FOOT POLYUREA PAVEMENT MARKING TYPE II - LINE 8" Base items 6,938.000
78008350 FOOT POLYUREA PAVEMENT MARKING TYPE II - LINE 12" Base items 410.000
78011000 SQ FT GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS AND SYMBOLS Base items 62.000
78011025 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 5" Base items 151,700.000
78011035 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 17,570.000
78011045 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 3,469.000
78011125 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 25" Base items 64.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 2,029.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 72.000
78200020 EACH CURB REFLECTORS Base items 16.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 2,029.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 103,421.000
X0322936 EACH REMOVE EXISTING FLARED END SECTION Base items 3.000
X0325893 EACH CLEAN EXISTING END SECTION Base items 36.000
X0326649 EACH LINEAR DELINEATOR PANELS, 6 INCH Base items 38.000
X0327809 EACH LINEAR DELINEATOR PANELS, 4 INCH Base items 70.000
X0328004 WEEK REAL-TIME TRAFFIC CONTROL SENSOR UNIT Base items 112.000
X0800001 SQ YD SHOULDER REMOVAL (SPECIAL) Base items 467.000
X2111100 CU YD TOPSOIL EXCAVATION AND PLACEMENT (SPECIAL) Base items 634.000
X2700001 EACH TEMPORARY RUMBLE STRIPS (SPECIAL) Base items 4.000
X4401198 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH Base items 4,666.000
X4810200 CU YD AGGREGATE SHOULDER REMOVAL Base items 434.000
X6015000 EACH REMOVE CONCRETE HEADWALLS FOR PIPE DRAINS Base items 285.000
X6350120 EACH DELINEATOR REMOVAL Base items 278.000
X6431220 EACH REMOVE AND REPLACE IMPACT ATTENUATOR SAND MODULE Base items 16.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7010225 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701451 (SPECIAL) Base items 1.000
X7010239 CAL WK CHANGEABLE MESSAGE SIGN (SPECIAL) Base items 400.000
X7260100 EACH MILE POST MARKER ASSEMBLY (SPECIAL) Base items 14.000
X8570002 CAL WK SMART TRAFFIC MONITORING SYSTEM Base items 56.000
X8570004 CAL WK SMART TRAFFIC MONITORING DEVICE Base items 280.000
Z0012754 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES) Base items 23.900
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0021700 FOOT EXPANSION JOINT REHABILITATION Base items 144.000
Z0022800 FOOT FENCE REMOVAL Base items 5,000.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 55,458.000
Z0040530 FOOT PIPE UNDERDRAIN REMOVAL Base items 157,241.000
Z0076600 HOUR TRAINEES Base items 2,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 2,000.000 $15.00
No More Pay Items

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