Home > Notice of Letting > Contract Detail

April 26, 2019 Letting 10:00 AM
164-87689

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

Bulletin Description

Replace the bridge carrying Base Line Road over Coon Creek, located 0.25 mile west of the Kane County Line.
Region District DBE % VBP % Federal Project #
2 3 4.00 0.00 6L9P(648)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • DeKalb
  • TR 61
  • 14-06122-00-BR
  • C-93-004-19
  • 3-10543-0000
Contract Specifics
40 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (5 Submitted / 5 Answered ) Questions not accepted as of April 16, 2019 04:30 PM.

  • Mix table says Cores or nuclear, should it say LR1030 ?
    Yes, the requirements in LR1030 are to be followed. (04/18/2019)

  • Plan details on sheet 18 of 38, section thru abutment, indicates Geocomposit Wall Drain, but there is not a pay item for it? Please advise
    An addendum will be issued. (04/15/2019)

  • Steel Railing, Type SM-Overhang. On plan sheet 20 of 38 it calls for the rail overhang of 2'-6" to the end of the slab and not the "Back of Abutment". Based on the TBT type 6A standard the max spacing between the last bridge post and the first GR post is 3'-9". With a 3'-6" dimension to the back of Abutment there appears to be a clearance issue with the first GR post. Should the railing extend to the back of the Abutment(and post spacing revised) in order to meet the TBT 6A requirement? Thanks
    The back of the proposed bridge abutment extends 1 foot beyond the end of the SM rail. This provides 3 inches to the center of the first traffic barrier terminal post from the back of the abutment (using the max. spacing of 3’-9” to center of first barrier terminal post from center of last bridge rail post shown in the type 6a terminal standard drawing). The barrier terminal uses W6x9 steel posts which are 4-inches wide. There should be 1-inch of clearance from the back of the abutment to the outside of the first barrier post, therefore (as designed) the post spacing requirements for the type 6A terminal appear to be met. (04/12/2019)

  • Regarding the overhang for the 251 LF of SM Rail - 1'-0 5/8" is insufficient for attachment to the traffic barrier terminals. The optimal overhang is 2'-0 1/2" - 2'-3". Will you increase the overhang on the 3 corners from 1'-0 5/8" to 2'-3"?
    The plans for Base Line Road show a quantity of 108 LF of STEEL RAILING, TYPE SM, compared to the 251 LF stated in the question below. The overhang shown in the plans is 2’-6” versus the 1’-0 5/8” in the question. Also, the bridge has 4 corners of transition railing opposed to the 3 corners described in the question. (04/11/2019)

  • What Pay Item or Matl will replace the pay item Rem & dispose of Unsuitable Matl?
    Unsuitable material removed would be replaced by fill (either earth excavation or furnished excavation) with the top 4-inches being topsoil per general note number 8 in the plans. (04/10/2019)

Authorized Bidders

  • 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
    $552,218.58

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $749,814.40

  • 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
    $554,546.80

  • 0280 Peter Baker & Son Co.
    1349 Rockland Road
    Lake Bluff, IL 60044
    Phone: (847) 362-3663 Fax: (847) 362-0707 Email: john@peterbaker.com

  • 5570 Sjostrom & Sons, Inc.
    1129 Harrison Ave.
    Rockford, IL 61104
    Phone: (815) 226-0330 Fax: (815) 226-8868 Email: heavyhighway@sjostromconstruction.com
    $646,886.10

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

  • 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

Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 136.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 131.000
20400800 CU YD FURNISHED EXCAVATION Base items 779.000
25000210 ACRE SEEDING, CLASS 2A Base items 1.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 50.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 50.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 50.000
25100635 SQ YD HEAVY DUTY EROSION CONTROL BLANKET Base items 2,230.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 50.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 65.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,374.000
28000500 EACH INLET AND PIPE PROTECTION Base items 6.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 2,250.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 20.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 484.000
28200200 SQ YD FILTER FABRIC Base items 484.000
35100700 SQ YD AGGREGATE BASE COURSE, TYPE A 8" Base items 1,440.000
40200900 CU YD AGGREGATE SURFACE COURSE, TYPE B Base items 39.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 3,239.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 363.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 147.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 296.000
40603310 TON HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50 Base items 103.000
44000100 SQ YD PAVEMENT REMOVAL Base items 1,490.000
48101500 SQ YD AGGREGATE SHOULDERS, TYPE B 6" Base items 821.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 52.000
50200100 CU YD STRUCTURE EXCAVATION Base items 67.000
50300225 CU YD CONCRETE STRUCTURES Base items 29.000
50300260 SQ YD BRIDGE DECK GROOVING Base items 174.000
50300280 CU YD CONCRETE ENCASEMENT Base items 7.000
50300300 SQ YD PROTECTIVE COAT Base items 186.000
50400405 SQ FT PRECAST PRESTRESSED CONCRETE DECK BEAMS (21" DEPTH) Base items 1,611.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 6,020.000
50901050 FOOT STEEL RAILING, TYPE SM Base items 108.000
51200958 FOOT FURNISHING METAL SHELL PILES 14" X 0.250" Base items 360.000
51202305 FOOT DRIVING PILES Base items 360.000
51203200 EACH TEST PILE METAL SHELLS Base items 2.000
51500100 EACH NAME PLATES Base items 1.000
54262715 EACH METAL FLARED END SECTIONS 15" Base items 2.000
54262721 EACH METAL FLARED END SECTIONS 21" Base items 4.000
542D0220 FOOT PIPE CULVERTS, CLASS D, TYPE 1 15" Base items 55.000
542D0226 FOOT PIPE CULVERTS, CLASS D, TYPE 1 21" Base items 141.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 39.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 300.000
63100087 EACH TRAFFIC BARRIER TERMINAL, TYPE 6A 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
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 4.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 16.000
X5030305 SQ YD CONCRETE WEARING SURFACE, 5" Base items 179.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 42.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 132.000
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.