Home > Notice of Letting > Contract Detail

April 28, 2023 Letting 12:00 PM
130-85734

Bulletin Description

Replace the bridge carrying Dixon Avenue over Howland Creek, 2/6 miles east of Rock Falls.
Region District DBE % VBP % Federal Project #
2 2 2.00 0.00
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Whiteside
  • FAU 5560
  • DIXON AVENUE
  • 17-00228-00-BR
  • C-92-043-20
  • 2-10576-0000
Contract Specifics
A mandatory pre-bid meeting will be held on Tuesday, April 11, 2023 at 10:30 AM in the Whiteside County Highway Department at 18819 Lincoln Road, Morrison, IL 61270. Location Notes - Conference Room. Meeting Description - The main objective of this meeting is to discuss the installation of the galvanized steel Press Brake Formed Tub Girders. The beam vendor will be in attendance to provide technical information regarding the installation and to answer questions. . The pre-bid meeting is mandatory for all potential prime contractors interested in bidding. Registered subcontractors and certified disadvantaged business enterprise subcontractors are encouraged to attend. The meeting will begin at 10:30 AM at which time, after a final call for everyone to sign in, the sign-in sheets will be copied. Attendees who show up after the presentation is underway will not be allowed to sign-in thereby not being considered in attendance. Failure on the prime contractor's part to attend will cause the contractor's request for authorization to bid to be denied.
75 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (6 Submitted / 6 Answered ) Questions not accepted as of April 18, 2023 04:30 PM.

  • Schedule of Quantities information has not been included in the plans. Please provide.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications published online. (04/25/2023)

  • The Removal Stage Line and the Construction Stage Line are only 10" apart. This will force the cofferdam sheeting at least 2' under the bridge deck in both stages, which is not feasible. Please consider moving the Construction Stage Line approx. 6' North.
    Contractors must bid the project as shown in the plans and specifications. The removal line can be adjusted to the north to include an additional 2’-4” maximum. (04/25/2023)

  • Pay item temporary rumble strips is 2 each. Does this mean each is 5 strips at each location? Where are the temporary rumble strips to be placed? They are not on the plans.
    An addendum will be issued. (04/17/2023)

  • Impact Attenuators, Temp (non-redirective), TL 3 pay item shows 4 each, however, the plan only shows 2 each, which is correct?
    An addendum will be issued. (04/17/2023)

  • Can the existing bridge plans be made available for our review?
    Existing plans will be posted as Additional Information. (04/13/2023)

  • Is the Contractor responsible to verify that the final design is compatible with the selected superstructure and hire an SE to design an alternate abutment design per the ** note on Plan sheet 22?
    An addendum will be issued. (04/12/2023)

Authorized Bidders

  • 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
    $2,072,031.36

  • 0593 Brandt Construction Co.
    700 4th Street West
    Milan, IL 61264
    Phone: (309) 787-4644 Fax: (309) 787-6344 Email: bids@brandtconstructionco.com

  • 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
    $2,263,990.79

  • 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

Non Bidders

  • 2012 General Constructors Inc. of the Quad Cities
    (Pending Authorization)
    480 42nd Street
    Bettendorf, IA 52722
    Phone: (563) 359-4543 Fax: No Record Email: dward@generalconstructors.com

Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 797.000
25000200 ACRE SEEDING, CLASS 2 Base items 0.500
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 28.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 28.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 28.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 1,477.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,119.000
28000510 EACH INLET FILTERS Base items 2.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 650.000
28200200 SQ YD FILTER FABRIC Base items 650.000
35101800 SQ YD AGGREGATE BASE COURSE, TYPE B 6" Base items 335.000
35102000 SQ YD AGGREGATE BASE COURSE, TYPE B 8" Base items 687.000
35102400 SQ YD AGGREGATE BASE COURSE, TYPE B 12" Base items 119.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 6,863.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 467.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 420.000
42000070 SQ YD PAVEMENT CONNECTOR (HMA) FOR BRIDGE APPROACH SLAB Base items 111.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 117.000
42400800 SQ FT DETECTABLE WARNINGS Base items 8.000
44000161 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 3" Base items 2,281.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 143.000
44000300 FOOT CURB REMOVAL Base items 1,060.000
44000600 SQ FT SIDEWALK REMOVAL Base items 97.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 288.000
50200300 CU YD COFFERDAM EXCAVATION Base items 430.000
50201121 EACH COFFERDAM (TYPE 2) (LOCATION - 1) Base items 1.000
50201122 EACH COFFERDAM (TYPE 2) (LOCATION - 2) Base items 1.000
50300225 CU YD CONCRETE STRUCTURES Base items 259.000
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 2.200
50300260 SQ YD BRIDGE DECK GROOVING Base items 626.000
50300265 CU YD SEAL COAT CONCRETE Base items 238.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 157.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 84,450.000
50800515 EACH BAR SPLICERS Base items 400.000
50900207 FOOT STEEL RAILING, TYPE CO-10 Base items 277.000
51200958 FOOT FURNISHING METAL SHELL PILES 14" X 0.250" Base items 1,415.000
51202305 FOOT DRIVING PILES Base items 1,415.000
51203200 EACH TEST PILE METAL SHELLS Base items 4.000
51204650 EACH PILE SHOES Base items 42.000
51500100 EACH NAME PLATES Base items 1.000
52100520 EACH ANCHOR BOLTS, 1" Base items 108.000
52200010 SQ FT TEMPORARY SHEET PILING Base items 435.000
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 20.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 56.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 90.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 4.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 180.000
60500060 EACH REMOVING INLETS Base items 2.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 883.000
63100119 EACH TRAFFIC BARRIER TERMINAL, TYPE 14 Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
67100100 L SUM MOBILIZATION Base items 1.000
70100405 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701321 Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 105.000
70106500 EACH TEMPORARY BRIDGE TRAFFIC SIGNALS Base items 1.000
70107005 FOOT PAVEMENT MARKING BLACKOUT TAPE, 5" Base items 1,000.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 4,687.000
70307120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE Base items 15,133.000
70307210 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- TYPE IV TAPE Base items 24.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 810.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 108.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 570.000
70600240 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 2 Base items 2.000
70600340 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 2 Base items 2.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 2,742.000
X0322916 EACH PROPOSED STORM SEWER CONNECTION TO EXISTING STORM SEWER Base items 3.000
X0326806 L SUM WASHOUT BASIN Base items 1.000
X6024240 EACH INLETS (SPECIAL) Base items 2.000
XX009565 SQ FT ERECTING SUPERSTRUCTURE Base items 6,175.000
Z0004510 SQ YD HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 3" Base items 119.000
Z0013798 L SUM CONSTRUCTION LAYOUT 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.