Home > Notice of Letting > Contract Detail

November 08, 2019 Letting 10:00 AM
087-85688

Bulletin Description

Replace the bridge carrying Poplar Grove Road over the Kishwaukee River, located at the northeast city limits of Belvidere.
Region District DBE % VBP % Federal Project #
2 2 2.00 0.00 0ADL(367)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Boone
  • FAU 5011A
  • POPLAR GROVE ROAD
  • 17-00093-00-BR
  • C-92-067-18
  • 2-10548-0000
Contract Specifics
Completion Date: November 20, 2020 Plus 20 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (4 Submitted / 4 Answered ) Questions not accepted as of October 29, 2019 04:30 PM.

  • On plan sheet 14 of 71 it calls out for a minimum of 2 1/4" of HMA Surface Course Mix "D" N50 with a 8" Aggregate Base Course. The note also says to match Existing HMA Depth. If the existing HMA Depth is thicker than 2 1/4" (Ex. 5") will the Aggregate Base Course be reduced to 5 1/4" or will the section remain the same (10 1/4")?
    Recommendation is to match the HMA depth, subject to the minimum 2-1/4”, and provide an 8” aggregate base course. However, we would not be opposed if the R.E. decides to allow a shallower aggregate base course depending on the existing conditions. We were unsure of the driveway pavement structure and suspected that the District’s standard HMA driveway pavement structure might be thinner than the existing driveway pavement, so we wanted to make sure the proposed driveway would be at least as thick as the existing driveway. (10/28/2019)

  • Can we obtain any environmental assessments or reports generated for this project?
    See the PSI Final Report in the Additional Information folder with the Plans and Special Provisions for this contract. (10/24/2019)

  • Plan Note on Sheet 22, requires the Contractor to obtain a construction permit and to refer to IDNR 3704 Floodway Construction allowing permanent construction. Can someone please verify if the reference number is 3704 "For Public Water Ways" or 3700 "Temporary for Construction" Number 3704 goes out for Public opinion and can be a very time consuming process. 3700 is for temporary structures for construction of a permanent structure and is acceptable within the current permit guidelines.
    The ninth General Note on Sheet 22 of 71 should reference IDNR 3700, not IDNR 3704. The Kishwaukee River is not a “Public Waters”, so IDNR 3704 is not applicable. (10/17/2019)

  • Special Provisions page 4, Removal of Existing Structures, states Removal & Disposal of existing bridge, wing walls, piers and footings. The footings are several feet below proposed grade, Article 501 states removal to 1 ft below proposed grade, and portions that remain shall not interfere with proposed construction. Will it be acceptable to remove the substructure to 1 ft below proposed grade?
    Based on information from the existing plans, the new pier footings should not interfere with the existing pier footings. Therefore, the minimum removal limits for the existing piers shall be 1 foot below existing grade (or channel bottom) as specified in Article 501.04 of the Standard Specifications. (10/17/2019)

Authorized Bidders

  • 1045 Civil Constructors, Inc.
    2283 Bus Hwy 20 East
    Freeport, IL 61032
    PO Box 750
    Freeport, IL 61032
    Phone: (815) 235-2200 Fax: (815) 235-2219 Email: civilestimating@civilinc.com
    $2,571,122.45

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

  • 2779 ICC Group Inc.
    39W866 Fabyan Parkway
    Elburn, IL 60119
    Phone: (630) 232-7280 Fax: (630) 232-7281 Email: No Record
    $3,126,250.00

  • 3243 Kovilic Construction Company, Inc.
    3721 N. Carnation St.
    Franklin Park, IL 60131
    PO Box 939
    Franklin Park, IL 60131
    Phone: (847) 671-4978 Fax: (847) 671-5329 Email: rvazquez@kovilic.com

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $4,106,795.60

  • 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: No Record
    $3,659,255.00

  • 5570 Sjostrom & Sons, Inc.
    1129 Harrison Ave.
    Rockford, IL 61104
    PO Box 5766
    Rockford, IL 61125
    Phone: (815) 226-0330 Fax: (815) 226-8868 Email: heavyhighway@sjostromconstruction.com
    $2,758,286.33

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

  • 3818 McGinn & McGinn d/b/a Engel Electric Co.
    1514 W. 4th St.
    Sterling, IL 61081
    Phone: (815) 625-5949 Fax: (815) 625-5987 Email: kevin@engelelectric.com

  • 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

  • 5112 Rock Road Companies, Inc.
    301 W B-R Townline Road
    Janesville, WI 53546
    P.O. Box 1818
    Janesville, WI 53547
    Phone: (608) 752-8944 Fax: (608) 365-1113 Email: bids@rockroads.com

  • 9001 Veritas Steel LLC
    2800 Melby Street
    Eau Claire, WI 54703
    Phone: (715) 835-2800 Fax: (715) 835-4244 Email: lgeissler@veritassteel.com

Pay Item # UOM Description Type Quantity Unit Price
LR631020 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 Base items 1.000
X2111100 CU YD TOPSOIL EXCAVATION AND PLACEMENT, SPECIAL Base items 340.000
X4404200 FOOT PAVED FLUME REMOVAL Base items 34.000
X6024240 EACH INLETS, SPECIAL Base items 6.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0005216 SQ YD HOT-MIX ASPHALT STABILIZATION 6" AT STEEL PLATE BEAM GUARD RAIL Base items 66.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0022800 FOOT FENCE REMOVAL Base items 200.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 186.000
20101000 FOOT TEMPORARY FENCE Base items 260.000
20101100 EACH TREE TRUNK PROTECTION Base items 5.000
20200100 CU YD EARTH EXCAVATION Base items 820.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 70.000
20400800 CU YD FURNISHED EXCAVATION Base items 190.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 70.000
20800150 CU YD TRENCH BACKFILL Base items 36.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 1,826.000
25000110 ACRE SEEDING, CLASS 1A Base items 0.180
25000210 ACRE SEEDING, CLASS 2A Base items 0.190
25000314 ACRE SEEDING, CLASS 4B Base items 0.220
25100630 SQ YD EROSION CONTROL BLANKET Base items 1,792.000
25100900 SQ YD TURF REINFORCEMENT MAT Base items 29.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 236.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,800.000
28000510 EACH INLET FILTERS Base items 9.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 620.000
28100807 TON STONE DUMPED RIPRAP, CLASS A4 Base items 528.000
28200200 SQ YD FILTER FABRIC Base items 620.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 2,198.000
31102000 CU YD SUBBASE GRANULAR MATERIAL, TYPE C Base items 18.000
35102000 SQ YD AGGREGATE BASE COURSE, TYPE B 8" Base items 186.000
40201000 TON AGGREGATE FOR TEMPORARY ACCESS Base items 140.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 4,100.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 1,500.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 23.000
40701861 SQ YD HOT-MIX ASPHALT PAVEMENT (FULL-DEPTH), 9" Base items 1,642.000
44000100 SQ YD PAVEMENT REMOVAL Base items 1,974.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 156.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 504.000
44000600 SQ FT SIDEWALK REMOVAL Base items 487.000
48203021 SQ YD HOT-MIX ASPHALT SHOULDERS, 6" Base items 327.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 272.000
50200300 CU YD COFFERDAM EXCAVATION Base items 548.000
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 302.800
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 444.100
50300260 SQ YD BRIDGE DECK GROOVING Base items 1,158.000
50300265 CU YD SEAL COAT CONCRETE Base items 170.000
50300300 SQ YD PROTECTIVE COAT Base items 1,691.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 111.800
50500105 L SUM FURNISHING AND ERECTING STRUCTURAL STEEL Base items 1.000
50500505 EACH STUD SHEAR CONNECTORS Base items 4,950.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 171,550.000
50900105 FOOT ALUMINUM RAILING, TYPE L Base items 312.000
51201610 FOOT FURNISHING STEEL PILES HP12X63 Base items 540.000
51201900 FOOT FURNISHING STEEL PILES HP14X89 Base items 550.000
51202305 FOOT DRIVING PILES Base items 1,090.000
51203610 EACH TEST PILE STEEL HP12X63 Base items 2.000
51203900 EACH TEST PILE STEEL HP14X89 Base items 2.000
51204650 EACH PILE SHOES Base items 38.000
51500100 EACH NAME PLATES Base items 1.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 12.000
52100520 EACH ANCHOR BOLTS, 1" Base items 24.000
52100530 EACH ANCHOR BOLTS, 1 1/4" Base items 24.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 2.000
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 268.000
550A0070 FOOT STORM SEWERS, CLASS A, TYPE 1 15" Base items 21.000
55100400 FOOT STORM SEWER REMOVAL 10" Base items 14.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 178.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 90.000
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60240220 EACH INLETS, TYPE B, TYPE 3 FRAME AND GRATE Base items 2.000
60255500 EACH MANHOLES TO BE ADJUSTED Base items 1.000
60500060 EACH REMOVING INLETS Base items 1.000
60604400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 Base items 30.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 534.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 12.500
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 1.000
63500105 EACH DELINEATORS Base items 1.000
66400305 FOOT CHAIN LINK FENCE, 6' Base items 200.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 280.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 3.000
66901001 LSUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901002 CAL DA ON-SITE MONITORING OF REGULATED SUBSTANCES Base items 3.000
66901003 LSUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 8.000
67100100 L SUM MOBILIZATION Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 22.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 38.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 1.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 1.000
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 18.000
72400500 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE A Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 1.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 79.000
72900100 FOOT METAL POST - TYPE A Base items 30.000
78008200 SQ FT POLYUREA PAVEMENT MARKING TYPE I - LETTERS AND SYMBOLS Base items 47.000
78008210 FOOT POLYUREA PAVEMENT MARKING TYPE I - LINE 4" Base items 2,787.000
78008240 FOOT POLYUREA PAVEMENT MARKING TYPE I - LINE 8" Base items 210.000
81200230 FOOT CONDUIT EMBEDDED IN STRUCTURE, 2" DIA., PVC Base items 325.000
81300830 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 18" X 18" X 8" Base items 2.000
89502400 EACH REMOVE EXISTING FLASHING BEACON INSTALLATION COMPLETE 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.