Home > Notice of Letting > Contract Detail

November 05, 2021 Letting 12:00 PM
075-87742

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

Bulletin Description

Replace the bridge carrying TR 222 over a tributary of Indian Creek, 0.5 mile north of Earville.
Region District DBE % VBP % Federal Project #
2 3 6.00 0.00 BDJ6(082)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • LaSalle
  • TR 0222
  • 18-09808-00-BR
  • C-93-008-21
  • 3-10644-0000
Contract Specifics
Completion Date: August 31, 2022 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of October 26, 2021 04:30 PM.

  • The bottom of the pier stems for this project are at an elevation of 682.10 and the bottom of encasement are at and elevation of 679.10. Normal water elevation is shown at elevation 686.31. Both piers are located within the stream. Based on the soil boring and the normal water elevation the structure excavation for these piers will not be able to be kept free from water from prospecting work. Is the intention for Cofferdam Pay Items to be added according to 109.04 after the bid?
    Since the solid stem extends approximately 2.5' below streambed and the pile below that will not be in an area of water level fluctuation, we feel it would be acceptable to reduce or eliminate the depth of the concrete encasement if dewatering by standard methods is not attainable rather than construction of a cofferdam. (10/26/2021)

  • Summary & Schedule of quantities call out for a Traffic Barrier Terminal, Type 5A - Plan sheets 11 & 22 show a 6A terminal. What is the correct terminal. Also, if a 6A terminal is to be used, the overhang of the SM rail needs to be 2'-0 1/2 to 2'-3". A 2'9 overhang will interfere with the guardrail post. Please let us know the revised overhang dimension.
    An addendum will be issued. (10/19/2021)

  • Are plans of the existing bridge available to be published for our use?
    Existing bridge plans will be posted as Additional Information. (10/12/2021)

Authorized Bidders

  • 5040 Riber Construction, Inc.
    405 S. Old Rt. 66
    Dwight, IL 60420
    Phone: (815) 584-3337 Fax: (815) 584-3340 Email: estimating@riberinc.com
    $815,301.65

  • 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
    $905,983.65

  • 1304 Curnyn Construction Co.
    1 Hawkeye Lane
    Geneseo, IL 61254
    PO Box 106
    Geneseo, IL 61254
    Phone: (309) 944-6456 Fax: (309) 944-8282 Email: curnynco@nbson.net

  • 1320 D. Construction, Inc.
    1488 So. Broadway
    Coal City, IL 60416
    Phone: (815) 634-2555 Fax: (815) 634-8748 Email: bids@dconstruction.com
    $868,454.25

  • 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

  • 5570 Sjostrom & Sons, Inc.
    1129 Harrison Ave.
    Rockford, IL 61104
    Phone: (815) 226-0330 Fax: (815) 226-8868 Email: heavyhighway@sjostromconstruction.com
    $821,489.50

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

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 108.000
20300100 CU YD CHANNEL EXCAVATION Base items 737.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 2,233.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 49.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 40.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,104.000
28000500 EACH INLET AND PIPE PROTECTION Base items 2.000
40200800 TON AGGREGATE SURFACE COURSE, TYPE B Base items 959.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 74.000
50300225 CU YD CONCRETE STRUCTURES Base items 160.700
50300280 CU YD CONCRETE ENCASEMENT Base items 8.400
50400305 SQ FT PRECAST PRESTRESSED CONCRETE DECK BEAMS (17" DEPTH) Base items 1,568.000
50400405 SQ FT PRECAST PRESTRESSED CONCRETE DECK BEAMS (21" DEPTH) Base items 1,540.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 12,820.000
50901050 FOOT STEEL RAILING, TYPE SM Base items 224.000
51201400 FOOT FURNISHING STEEL PILES HP10X42 Base items 505.000
51201600 FOOT FURNISHING STEEL PILES HP12X53 Base items 520.000
51202305 FOOT DRIVING PILES Base items 1,025.000
51203400 EACH TEST PILE STEEL HP10X42 Base items 2.000
51203600 EACH TEST PILE STEEL HP12X53 Base items 2.000
51204650 EACH PILE SHOES Base items 24.000
51500100 EACH NAME PLATES Base items 1.000
542D5473 FOOT PIPE CULVERTS, CLASS D, TYPE 1 EQUIVALENT ROUND-SIZE 18" Base items 40.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 108.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 23.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 125.000
63100075 EACH TRAFFIC BARRIER TERMINAL, TYPE 5A Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
63200310 FOOT GUARDRAIL REMOVAL Base items 195.000
67100100 L SUM MOBILIZATION Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 8.000
X2020410 CU YD EARTH EXCAVATION (SPECIAL) Base items 238.000
X2501020 ACRE SEEDING, CLASS 2A (SPECIAL) Base items 0.490
X2810210 TON STONE RIPRAP, CLASS A5 (SPECIAL) Base items 641.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 186.000
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.