Home > Notice of Letting > Contract Detail

January 19, 2024 Letting 12:00 PM
014-66L53

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

Bulletin Description

This project is located on FAP 68 (IL 23) 0.6 mile south of US 30 at SN 019-2538. The work consists of removing and replacing SN 019-2538 with SN 019-2562, HMA milling and resurfacing, pavement marking, and raised reflective markers.
Region District DBE % VBP % Federal Project #
2 3 9.00 0.00 HBFP75L1(492)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • DeKalb
  • FAP 68
  • IL 23
  • 30CR-2538
  • C-93-055-23
  • 3-19023-2538
Contract Specifics
50 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (9 Submitted / 9 Answered ) Questions not accepted as of January 09, 2024 04:30 PM.

  • Pay items 35501314 HMA Base Crs 7 1/2" 256 SY and 44000100 Pavement Removal 80 SY? Is that right? Pavt Rem doesnt calculate right right.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/10/2024)

  • Per the MOT Stage 1 Construction notes the milling and overlay of the Stage 1 Work area will take place in Stage 1. How is LJS to be installed at the Centerline of the Roadway? Should milling and paving take place in the final stage of construction?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (01/10/2024)

  • There are a couple of Sanitary Sewer pay items referenced in the plans on Sheet 15, Sanitary Manhole and 15" San Sewer Pipe and a 15" Conc End Sec. On sheet 15 the 15" Sanitary sewer pipe dump into the stream, is that correct?
    Yes - it outlets to the stream. The outlet is from the water treatment facility. (01/08/2024)

  • There is no drainage board mentioned in the special provision for the Waterproofing Membrane System for Buried Structures, please clarify if it is needed.
    An addendum will be issued to address this. (01/05/2024)

  • Plan 33, General Note 5, CONTRACTOR shall provide an In-Stream work plan for review by the resident ENGINEER and written approval by the Army Corps prior to starting in-stream work. Cost included in Concrete Box Culverts. This permit process takes several months and is obtained by the state prior to bid and construction. Where is the "In-Stream work plan" process outlined and detailed for submittal?
    For this project, it was determined that the disturbance will not meet the requirement for a formal application to the USACE, therefore a Non-Reporting Permit was prepared. A field check was conducted, and it was determined that a work pad and/or causeway are not necessary given the site conditions (relatively shallow water, narrow stream, etc.) The Contractor will need to discuss with the RE proposed methods and procedures to be used to ensure that compliance with the rules and regulations as established by the 404 Permit granted to the project. (01/05/2024)

  • Half the shoulders are not "greater than 8' wide" for field sampling. will the samples be taken at the plant?
    According to Appendix B.6 of the Manual of Test Procedures for Materials. "Mixtures used for patching, paving applications placed with a road widener, paving applications less than 1,320 ft (400 m) in length, and handwork shall be sampled from the truck at the plant by the Contractor following the same procedure used to collect QC mixture samples (section A). This process will be witnessed by the Engineer who will take custody of the verification sample." (12/22/2023)

  • For Temp Pavement you have IL9.0, I think you meant IL9.5 unless were getting a little wild.
    IL 9.0 should be IL 19.0 in the Mixture Table for the Gradation of the Temporary Pavement. (12/18/2023)

  • Hot Mix Asphalt Base Course, 7.5 Needs a pay item and Qty.
    It is on sheet 4 - 35501314 HMA Base Course 7 1/2" - 256 SY. (12/18/2023)

  • For Density it says "Cores/Nuclear" are we/can we run Nuclear instead of Cores?
    Per the Standard Specifications using the QC/QA procedures, the contactor uses nuclear densities for quality control. The Department will use cores for acceptance. (12/18/2023)

Authorized Bidders

  • 5570 Sjostrom & Sons, Inc.
    1129 Harrison Ave.
    Rockford, IL 61104
    Phone: (815) 226-0330 Fax: (815) 226-8868 Email: heavyhighway@sjostromconstruction.com
    $854,727.30

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $1,058,304.56

  • 1045 Civil Constructors, Inc. d/b/a/ Helm Civil
    2283 Bus Hwy 20 East
    Freeport, IL 61032
    PO Box 750
    Freeport, IL 61032
    Phone: (815) 235-2200 Fax: (815) 235-2219 Email: civilestimating@helmgroup.com

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net
    $900,900.00

  • 3706 Martin & Company Excavating
    2456 E. Pleasant Grove Road
    Oregon, IL 61061
    P.O. Box 443
    Oregon, IL 61061
    Phone: (815) 732-2422 Fax: (815) 732-2092 Email: info@martincoinc.net
    $973,142.52

  • 5040 Riber Construction, Inc.
    405 S. Old Rt. 66
    Dwight, IL 60420
    Phone: (815) 584-3337 Fax: (815) 584-3340 Email: estimating@riberinc.com

Non Bidders

  • 1305 Curran Contracting Company
    286 Memorial Court
    Crystal Lake, IL 60014
    Phone: (815) 455-5100 Fax: (815) 455-7894 Email: estimating@currancontracting.com

  • 1651 Everlast Blacktop Inc.
    7N540 IL Route 25
    Elgin, IL 60120
    Phone: (630) 855-5572 Fax: (630) 855-6231 Email: estimating@everlastblacktop.com

Pay Item # UOM Description Type Quantity Unit Price
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 60.000
20200100 CU YD EARTH EXCAVATION Base items 175.000
20400800 CU YD FURNISHED EXCAVATION Base items 270.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 390.000
20800150 CU YD TRENCH BACKFILL Base items 27.400
25000210 ACRE SEEDING, CLASS 2A Base items 0.500
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 37.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 37.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 37.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 1,789.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 20.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 190.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 747.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 55.000
28200200 SQ YD FILTER FABRIC Base items 55.000
31100500 SQ YD SUBBASE GRANULAR MATERIAL, TYPE A 6" Base items 298.000
35501314 SQ YD HOT-MIX ASPHALT BASE COURSE, 7 1/2" Base items 256.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 481.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 396.000
40600400 TON MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS Base items 4.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 36.000
40602985 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N70 Base items 62.000
40604052 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70 Base items 103.000
44000100 SQ YD PAVEMENT REMOVAL Base items 305.000
44000156 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 1 3/4" Base items 628.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 241.000
48203029 SQ YD HOT-MIX ASPHALT SHOULDERS, 8" Base items 561.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 448.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 25,440.000
50800515 EACH BAR SPLICERS Base items 64.000
51500100 EACH NAME PLATES Base items 1.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 330.000
54003000 CU YD CONCRETE BOX CULVERTS Base items 102.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 1.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 90.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 131.000
60100945 FOOT PIPE DRAINS 12" Base items 50.000
61100605 CU YD MISCELLANEOUS CONCRETE Base items 6.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 125.000
63000360 FOOT LONG-SPAN GUARDRAIL OVER CULVERT, 18 FT 9 IN SPAN Base items 88.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
63200310 FOOT GUARDRAIL REMOVAL Base items 507.000
64200108 FOOT SHOULDER RUMBLE STRIPS, 8 INCH Base items 1,831.000
66600105 EACH FURNISHING AND ERECTING RIGHT OF WAY MARKERS Base items 8.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A 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
70106500 EACH TEMPORARY BRIDGE TRAFFIC SIGNALS Base items 1.000
70106700 EACH TEMPORARY RUMBLE STRIPS Base items 12.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 3,483.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 667.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 850.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 312.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 725.000
70600240 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 2 Base items 2.000
70600255 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 2 Base items 2.000
70600340 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 2 Base items 2.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 6.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 4.000
72400500 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE A Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 20.000
73100100 EACH BASE FOR TELESCOPING STEEL SIGN SUPPORT Base items 2.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 4,475.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 16.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 8.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 16.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 1,399.000
X0322786 L SUM SANITARY SEWER TESTING Base items 1.000
X1200288 L SUM SANITARY SEWER BYPASS PUMPING Base items 1.000
X2130010 FOOT EXPLORATION TRENCH (SPECIAL) Base items 60.000
X4401198 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH Base items 299.000
X5510315 FOOT SANITARY SEWER REMOVAL 15" Base items 75.000
X5810103 SQ YD MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES Base items 116.000
X6022810 EACH MANHOLES, SANITARY, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
X6026054 EACH SANITARY MANHOLES TO BE REMOVED Base items 1.000
X6350204 EACH LINEAR DELINEATOR PANELS, 4 INCH Base items 25.000
X6660410 EACH REMOVE RIGHT-OF-WAY MARKERS Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 84.000
Z0058600 FOOT SANITARY SEWER, TYPE 1 15" Base items 54.000
Z0062456 SQ YD TEMPORARY PAVEMENT Base items 42.000
Z0073400 EACH TEMPORARY SUPPORT SYSTEM Base items 1.000
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.