Home > Notice of Letting > Contract Detail

June 17, 2022 Letting 12:00 PM
215-87779

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

Bulletin Description

Replace two bridges in DeKalb; Lucinda Avenue over the south branch of the Kishwaukee River, and North First Street over the south branch of the Kishwaukee River.
Region District DBE % VBP % Federal Project #
2 3 7.00 0.00 RUS8(742)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • DeKalb
  • FAU 5352
  • FAU 5336
  • N. 1ST ST. & LUCINDA AVE.
  • 18-00193-00-BR (DEKALB)
  • C-93-014-22
  • 3-10606-0000
Contract Specifics
Completion Date: August 16, 2023 Plus 15 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (9 Submitted / 9 Answered ) Questions not accepted as of June 07, 2022 04:30 PM.

  • binder is at 2.0" thick. That doesn't meet the min. thickness.
    Surface should be 1.75" Surface over 2.25" Binder. (06/03/2022)

  • The contract special provisions page 1 states that “under no circumstances shall either bridge be allowed to be closed during winter months”.  Should this be interpreted to mean from 12/1/22 to 2/28/23?
    This is the correct interpretation. We would anticipate that the awarded contractor would procure necessary materials and be ready to move on the improvement in Spring 2023. (06/03/2022)

  • There are multiple direct conflicts with existing utilities overhead and underground at both bridge locations. Please provide information regarding which utilities will be relocated and when the relocations are scheduled to be completed. Also, if available, the location of the relocated utility.
    Information regarding utility relocations is included in the specifications. Utilities have received final plans and been notified of their conflicts. Utilities will be invited to participate in the pre-construction kick-off meeting where their relocations will be discussed. Conflicts are anticipated to be completed prior to the beginning of the 2023 construction year. (06/03/2022)

  • A coating system has not been specified for the Ornamental Railing. Can this information be provided by addendum?
    An addendum will be issued. (06/03/2022)

  • Will this contract require that the ornamental railing fabricator be AISC certified per IDOT standard specification section 106.08? 
    Yes, standard specification section 106.08 is applicable. (06/03/2022)

  • Plan sheet 12 shows the Lucinda Ave. bridge traffic detour which routes traffic directly through the project work zone, at the intersection of Woodley Ave. & Miller Ave., conflicting with multiple scopes of work. Can this detour route be revised by addendum? Please advise.
    The City of DeKalb and Resident Engineer will work with the awarded contractor to modify this portion of the detour to provide a safe work zone and allow local traffic to easily navigate the closure. It will be important that residents are able to access the Annie Woods park and that emergency vehicles can similarly get to the area if there is an issue. It should be noted that east of the bridge is typically limited to local traffic. Most of the residents within the area will adapt to the detour quickly. The awarded contractor can submit a new detour layout for review and approval to the Resident Engineer. Costs of any additional signs needed for the revised layout should be included in the contractors bid. (06/03/2022)

  • The sanitary sewer design flow information on special provision page 22 is missing for Lucinda Ave. manhole 2603. Please provide this information.
    The flow within the manhole at the Lucinda Ave bridge is estimated between 2,500 - 3,000 gpm. (06/01/2022)

  • Please provide a detail for the Ornamental Rail, it is not possible to make out the rail components on a Google Map search for the College Avenue Bridge in DeKalb. If you can't provide a detail, can you post the existing plans for the College Avenue Bridge?
    Per the specifications the railing shall consist of a steel three-rail, flat top, picket style fence. The height of the rail is shown on Sheet 32 as 3'-6" atop the 5" curb. The typical panel spacing of the rail is also shown on Sheet 32 and is 3'-0" with varied end panel lengths. The specifications require the Contractor to provide shop drawings and obtain final approval from the Engineer before the ordering of materials. The Engineer shall be the final arbiter in determining that the railing proposed by the Contractor matches the appearance and finish of the College Avenue bridge railings. Included with this response are 3 sheets extracted from the College Avenue bridge contract plans. They will be posted as Additional Information. Please note, the College Avenue bridge contract plans vary from the as-built conditions. The Contractor is encouraged to visit the site of the College Avenue bridge to obtain specific measurements required for the construction of the railing. (06/01/2022)

  • Please clarify the finish for the bike and parapet rail. Sheets 91 and 118 have two opposing finishes. It would make sense that these would be painted the same color as the ornamental rail but this needs to be confirmed please.
    The R-29 Bicycle Railings shown on Sheets 91 and 118, included under Pay Item 50901720, shall be galvanized. (05/31/2022)

Authorized Bidders

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net
    $5,253,737.00

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.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
    $5,935,703.62

  • 2779 ICC Group Inc.
    39W866 Fabyan Parkway
    Elburn, IL 60119
    Phone: (630) 232-7280 Fax: (630) 232-7281 Email: estimating@icceo.com
    $6,134,000.00

  • 2816 IHC Construction Companies, L.L.C.
    385 Airport Road
    Suite 100
    Elgin, IL 60123
    Phone: (847) 742-1516 Fax: (847) 742-6610 Email: Estimating@IHCConstruction.com

  • 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
    $5,448,297.11

Non Bidders

  • 0080 Aldridge Electric, Inc.
    844 E. Rockland Rd.
    Libertyville, IL 60048
    Phone: (847) 680-5200 Fax: (847) 680-5233 Email: hcullen@aldridgegroup.com

  • 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 96.000
20200100 CU YD EARTH EXCAVATION Base items 600.000
20300100 CU YD CHANNEL EXCAVATION Base items 1,141.000
20800150 CU YD TRENCH BACKFILL Base items 90.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 2,844.000
21301052 FOOT EXPLORATION TRENCH 52" DEPTH Base items 50.000
25000110 ACRE SEEDING, CLASS 1A Base items 0.500
25000312 ACRE SEEDING, CLASS 4A Base items 0.200
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 46.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 46.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 957.000
28000510 EACH INLET FILTERS Base items 12.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 2,844.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 1,653.000
28200200 SQ YD FILTER FABRIC Base items 1,653.000
31101200 SQ YD SUBBASE GRANULAR MATERIAL, TYPE B 4" Base items 1,419.000
31101400 SQ YD SUBBASE GRANULAR MATERIAL, TYPE B 6" Base items 351.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 398.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 911.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 195.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 6,116.000
42400800 SQ FT DETECTABLE WARNINGS Base items 40.000
44000100 SQ YD PAVEMENT REMOVAL Base items 2,150.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 80.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 876.000
44000600 SQ FT SIDEWALK REMOVAL Base items 5,910.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 2.000
50104400 EACH CONCRETE HEADWALL REMOVAL Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 766.000
50201101 EACH COFFERDAM (TYPE 1) (LOCATION - 1) Base items 1.000
50201102 EACH COFFERDAM (TYPE 1) (LOCATION - 2) Base items 1.000
50300100 EACH FLOOR DRAINS Base items 14.000
50300225 CU YD CONCRETE STRUCTURES Base items 406.100
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 735.900
50300260 SQ YD BRIDGE DECK GROOVING Base items 1,337.000
50300280 CU YD CONCRETE ENCASEMENT Base items 74.200
50300285 SQ FT FORM LINER TEXTURED SURFACE Base items 2,364.000
50300300 SQ YD PROTECTIVE COAT Base items 4,041.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 338.900
50500505 EACH STUD SHEAR CONNECTORS Base items 1,876.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 482,390.000
50901720 FOOT BICYCLE RAILING Base items 682.000
51201900 FOOT FURNISHING STEEL PILES HP14X89 Base items 2,807.000
51202305 FOOT DRIVING PILES Base items 2,807.000
51203900 EACH TEST PILE STEEL HP14X89 Base items 8.000
51204650 EACH PILE SHOES Base items 52.000
51500100 EACH NAME PLATES Base items 2.000
52200105 FOOT FURNISHING SOLDIER PILES (W SECTION) Base items 1,729.000
52200200 CU FT DRILLING AND SETTING SOLDIER PILES (IN SOIL) Base items 8,260.000
52200250 SQ FT UNTREATED TIMBER LAGGING Base items 1,561.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 1.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 1.000
54214521 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS, EQUIVALENT ROUND-SIZE 36" Base items 1.000
550A0360 FOOT STORM SEWERS, CLASS A, TYPE 2 15" Base items 28.000
550A5300 FOOT STORM SEWERS, CLASS A, TYPE 2 EQUIVALENT ROUND-SIZE 36" Base items 80.000
55100400 FOOT STORM SEWER REMOVAL 10" Base items 36.000
55100700 FOOT STORM SEWER REMOVAL 15" Base items 140.000
55101600 FOOT STORM SEWER REMOVAL 36" Base items 88.000
56105100 EACH WATER VALVES 10" Base items 2.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 714.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 319.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 583.000
60207905 EACH CATCH BASINS, TYPE C, TYPE 11 FRAME AND GRATE Base items 1.000
60223800 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60248700 EACH VALVE VAULTS, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 2.000
60500040 EACH REMOVING MANHOLES Base items 1.000
60500060 EACH REMOVING INLETS Base items 2.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 435.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 300.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 1.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 3.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 6.000
67100100 L SUM MOBILIZATION Base items 1.000
70102640 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 30.000
78001100 SQ FT PAINT PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 62.400
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 1,820.000
78001130 FOOT PAINT PAVEMENT MARKING - LINE 6" Base items 260.000
78001150 FOOT PAINT PAVEMENT MARKING - LINE 12" Base items 264.000
78001180 FOOT PAINT PAVEMENT MARKING - LINE 24" Base items 45.000
X0322786 L SUM SANITARY SEWER TESTING Base items 1.000
X0323814 FOOT SANITARY SEWER REMOVAL, 18" Base items 44.000
X0327679 FOOT STEEL CASING PIPE AUGERED AND JACKED 30" Base items 165.000
X1200200 FOOT DUCTILE IRON WATER MAIN, 10" DIAMETER, RESTRAINED JOINT PIPE Base items 280.000
X1200210 CU YD FILTER BAGS Base items 20.000
X1200288 L SUM SANITARY SEWER BYPASS PUMPING Base items 1.000
X4240440 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH (SPECIAL) Base items 5,451.000
X5090850 FOOT ORNAMENTAL RAILING Base items 216.000
X5610710 FOOT WATER MAIN REMOVAL, 10" Base items 235.000
X5630710 EACH CONNECTION TO EXISTING WATER MAIN 10" Base items 2.000
X6022810 EACH MANHOLES, SANITARY, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
X6022820 EACH MANHOLES, SANITARY, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
X6026051 EACH SANITARY MANHOLES TO BE RECONSTRUCTED Base items 1.000
XX006821 L SUM CONCRETE TRUCK WASHOUT Base items 1.000
XX009532 FOOT SANITARY FORCE MAIN REMOVAL, 20" Base items 66.000
XX009533 FOOT SANITARY FORCE MAIN, 20" Base items 72.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0016702 L SUM DETOUR SIGNING Base items 1.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 273.000
Z0056668 FOOT STORM SEWERS, TYPE 2, WATER MAIN QUALITY PIPE, 12" Base items 36.000
Z0057300 FOOT SANITARY SEWER 18" Base items 40.000
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.