Home > Notice of Letting > Contract Detail

June 16, 2023 Letting 12:00 PM
137-70A93

Bulletin Description

5.785 MI; Resurfacing (3P), ADA Improvements, and Culvert Replacement of FAP 709 (US 136) from McLean Co Line to ECL of Fisher.
Region District DBE % VBP % Federal Project #
3 5 5.00 0.00 STP-HBFPBW4M(414)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Champaign
  • FAP 709
  • US 136
  • (104)RS-2
  • C-95-048-14
  • 5-53064-0100
  • 5-53064-1000
Contract Specifics
65 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of June 06, 2023 04:30 PM.

  • Aggregate Shoulder Type B: Plan sheet 21 calls out guardrail installation on both sides at Station 1458+00. Plan sheet 11 shows a cross section as aggregate shoulder type B (typical). Plan sheet 21 suggests that there is a different type of existing shoulder on the south side. Further examination reveals it is a PCC shoulder. Please confirm that all guardrail will be placed in the AGGREGATE Type B shoulder and the PCC shoulder will be removed under either a new or an existing pay item.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/07/2023)

  • Two questions. 1. Sheet 17 shows the Class C Patch TY-IV 15" @ Sta 1458+28.24 when it should be at Sta 1568+87.58. 2. Qty for C&G Ty-B6.24 for both Rem and the Replacement shows 250/lf on sheet 18 and 150/lf on sheet 31 in the plans. Which one is correct
    1. The Class C Patch TY-IV 15" is located at Sta 1568+87.58 2. The correct quantity for C&G Ty-B6.24 for both Rem and the Replacement referenced is 250 FT and is located between STA 1774+00 RT to STA 1776+50 RT (06/07/2023)

  • Aggregate Shoulder Type B: IF the PCC shoulder is to remain, confirm that the new guardrail posts will be installed in the existing cored holes, without modification to the holes within the PCC shoulder. It would also be helpful that IDOT provide ‘AS BUILT’ drawings to understand how this shoulder was constructed.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/07/2023)

Authorized Bidders

  • 1250 Cross Construction, Inc.
    3615 N Countryview Rd
    Urbana, IL 61802
    Phone: (217) 367-3526 Fax: (217) 337-3066 Email: closchen@crossconstructioncorp.com
    $4,336,940.31

  • 4551 Open Road Paving Company LLC
    1414 W Anthony Drive
    Urbana, IL 61802
    Phone: (217) 356-7280 Fax: (217) 356-1539 Email: cuppinghouse@openroadpaving.com
    $4,443,002.08

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
20200100 CU YD EARTH EXCAVATION Base items 6.000
20200500 CU YD EARTH EXCAVATION (WIDENING) Base items 38.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 217.000
21301060 FOOT EXPLORATION TRENCH 60" DEPTH Base items 50.000
25000100 ACRE SEEDING, CLASS 1 Base items 0.250
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 23.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 23.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 23.000
25100115 ACRE MULCH, METHOD 2 Base items 0.250
28100101 SQ YD STONE RIPRAP, CLASS A1 Base items 43.000
28100707 SQ YD STONE DUMPED RIPRAP, CLASS A4 Base items 32.000
28200200 SQ YD FILTER FABRIC Base items 34.000
35400542 SQ YD PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 15 1/2" Base items 3.000
35600708 SQ YD HOT-MIX ASPHALT BASE COURSE WIDENING, 8" Base items 171.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 63,784.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 30,546.000
40600990 SQ YD TEMPORARY RAMP Base items 234.000
40602965 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N50 Base items 6,167.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 7,435.000
40800029 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 2,724.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 450.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 1,654.000
42400800 SQ FT DETECTABLE WARNINGS Base items 135.000
44000159 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2 1/2" Base items 2,014.000
44000160 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2 3/4" Base items 86,184.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 597.000
44000600 SQ FT SIDEWALK REMOVAL Base items 1,605.000
44003100 SQ FT MEDIAN REMOVAL Base items 30.000
44201421 SQ YD CLASS C PATCHES, TYPE IV, 15 INCH Base items 121.000
44201823 SQ YD CLASS D PATCHES, TYPE I, 15 INCH Base items 441.000
44201827 SQ YD CLASS D PATCHES, TYPE II, 15 INCH Base items 265.000
44201831 SQ YD CLASS D PATCHES, TYPE III, 15 INCH Base items 88.000
44201833 SQ YD CLASS D PATCHES, TYPE IV, 15 INCH Base items 88.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 771.000
48203100 TON HOT-MIX ASPHALT SHOULDERS Base items 15.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
51500100 EACH NAME PLATES Base items 1.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 188.000
54001001 EACH BOX CULVERT END SECTIONS, CULVERT NO. 1 Base items 2.000
54011204 FOOT PRECAST CONCRETE BOX CULVERTS 12' X 4' Base items 36.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 78.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 82.000
60219000 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 8 GRATE Base items 2.000
60255500 EACH MANHOLES TO BE ADJUSTED Base items 2.000
60260100 EACH INLETS TO BE ADJUSTED Base items 7.000
60600095 CU YD CLASS SI CONCRETE (OUTLET) Base items 2.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 601.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 675.000
63000360 FOOT LONG-SPAN GUARDRAIL OVER CULVERT, 18 FT 9 IN SPAN Base items 175.000
63100087 EACH TRAFFIC BARRIER TERMINAL, TYPE 6A Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 12.000
63200310 FOOT GUARDRAIL REMOVAL Base items 1,490.000
67000500 CAL MO ENGINEER'S FIELD OFFICE, TYPE B Base items 6.000
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
70100460 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701306 Base items 1.000
70100500 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701326 Base items 1.000
70102620 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 Base items 1.000
70102642 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 Base items 1.000
70106500 EACH TEMPORARY BRIDGE TRAFFIC SIGNALS Base items 1.000
70106700 EACH TEMPORARY RUMBLE STRIPS Base items 6.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 8,340.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 927.000
70300221 FOOT TEMPORARY PAVEMENT MARKING - LINE 4"- PAINT Base items 72,201.000
70300241 FOOT TEMPORARY PAVEMENT MARKING - LINE 6"- PAINT Base items 484.000
70300261 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- PAINT Base items 132.000
70300281 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- PAINT Base items 71.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 250.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 15.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 250.000
70600251 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 2.000
70600352 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE,NARROW), TEST LEVEL 3 Base items 2.000
72400500 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE A Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 12.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 484.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 132.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 71.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 72,201.000
78011035 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 484.000
78011065 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 13" Base items 132.000
78011125 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 25" Base items 71.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 381.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 26.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 381.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 24,583.000
85820200 EACH FLASHER CONTROLLER, SPECIAL Base items 1.000
87200400 FOOT SPAN WIRE Base items 200.000
87200500 FOOT TETHER WIRE Base items 200.000
87301245 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 5C Base items 5.000
87301805 FOOT ELECTRIC CABLE IN CONDUIT, SERVICE, NO. 6 2 C Base items 60.000
88000105 EACH FLASHING BEACON INSTALLATION Base items 1.000
88030018 EACH SIGNAL HEAD, LED, 2-FACE, 1-SECTION, SPAN WIRE MOUNTED Base items 4.000
89502400 EACH REMOVE EXISTING FLASHING BEACON INSTALLATION COMPLETE Base items 1.000
X0900064 SQ YD MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES Base items 82.000
X4400196 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL (SPECIAL) Base items 3,782.000
X7200201 L SUM WIDTH RESTRICTION SIGNING Base items 1.000
X8050095 EACH SERVICE INSTALLATION (SPECIAL) Base items 1.000
X8302140 EACH WOOD POLE, 40 FT, CLASS 4 Base items 2.000
XZ193400 EACH SURVEY MARKER, TYPE 2 (SPECIAL) Base items 9.000
Z0010900 FOOT COLD MILLING (SPECIAL) Base items 607.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0038700 EACH PERMANENT BENCH MARKS Base items 1.000
Z0070100 EACH SURVEY MONUMENT COVER ASSEMBLY Base items 1.000
Z0070202 EACH SURVEY MARKER VAULT Base items 18.000
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.