Home > Notice of Letting > Contract Detail

September 21, 2018 Letting 10:00 AM
011-64M77

Bulletin Description

Repair Bridge SN 071-0061 carrying Creston Road over FAI 39.
Region District DBE % VBP % Federal Project #
2 2 4.00 0.00 N/A
County(s) Route(s) Section(s) State Job #(s) PPS #(s)
  • Ogle
  • FAI 39
  • (141-1HB-2)BRR
  • C-92-029-18
  • N/A
Contract Specifics
60 Working Days
No More Contract Specifics

Authorized Bidders

  • 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
    $1,721,199.96

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $2,078,437.61

  • 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
    $1,981,106.80

  • 1604 Era-Valdivia Contractors, Inc.
    11909 S. Avenue O
    Chicago, IL 60617
    Phone: (773) 721-9350 Fax: (773) 721-8027 Email: estimating@eravaldivia.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: No Record
    $1,973,480.10

  • 5737 St. Louis Bridge Construction Company
    655 Landmark Drive
    Arnold, MO 63010
    Phone: (636) 296-3300 Fax: (636) 296-7416 Email: No Record

Non Bidders

  • 4677 Path Construction Company, Inc.
    125 E. Algonquin Road
    Arlington Heights, IL 60005
    Phone: (847) 997-9147 Fax: (847) 398-7101 Email: PSowa@pathcc.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

Ask Subscribe Questions and Answers (7) Questions not accepted as of September 11, 2018 04:30 PM.

  • Plan sheet no. 29, temp lighting notes, states that all salvaged materials such as temporary wood pole, mast arm, luminaire shall be delivered to IDOT yard. But, spec page 11 states that all equipment and materials, including luminaires, shall become the property of the contractor and shall be removed from the site. Which directive should I follow?
    An addendum will be issued to address this. (09/12/2018)

  • Temporary bridge traffic signals are a pay item, #70106500, but we can not find them on the plans. Standard Specifications says to refer to plans. Have they been eliminated?
    The Temporary Signals are to replace the existing signal installation at Creston Road that the contractor will remove in accordance with page 8 of the Special Provisions. (09/12/2018)

  • Please provide information regarding the size, quantity and thickness of the steel laminates required in the construction of the Elastomeric Bearing Pads. Also specify the material to be used for the fabric bearing pads at the fixed end of the beams.
    The existing bearing pad has five 3/32" steel plates. The existing elastomeric is 2 layers of 55 durometer neoprene 17/64” thick, and 4 layers 13/32” thick. The steel material will be according to AASHTO M270 Gr 50. The fabric bearing pads will be according to Section 1082 of the Standard Specifications for Road and Bridge Construction. (09/11/2018)

  • Please provide material specifications for the incidental elastomeric bearing pads per sheet 39 of the plans.
    Material specifications for the elastomeric bearing pads shall be according to Article 1083.02(a) of the Standard Specifications for Road and Bridge Construction. (09/06/2018)

  • 3.0 Void N70 Binder in mix table, 3.0 Void binder is not state spec.
    An addendum will be issued to address this. (09/04/2018)

  • Regarding page 10 of the special provisions, the 5th paragraph 2nd sentence, should this sentence have stated that drop-off protection is required if greater than 12" as indicated in the previous sentence? Also, all of the work that will create a drop-off is to be performed at night per the 3rd paragraph on page 10. Therefore, is drop-off protection only required during the day? Is drop-off protection required on the southbound shoulder?
    An addendum will be issued to address this. (09/04/2018)

  • Please post the existing structure design drawings for our review.
    The existing structure plans have been placed in the ADDITIONAL INFORMATION folder online with the Plans and Special Provisions for this contract. (09/04/2018)
Pay Item # UOM Description Type Quantity Unit Price
X0301993 EACH REMOVE AND REINSTALL CONCRETE HEADWALL FOR PIPE DRAIN Base items 3.000
X0322288 EACH MEDIAN CLOSURE Base items 1.000
X0322392 EACH BEVELED PIPE AND GUARD Base items 1.000
X0325345 SQ YD REALIGN EXISTING ATTENUATORS Base items 54.000
X0325748 SQ YD ACRYLIC COATING Base items 147.500
X0325749 SQ FT FIBER WRAP Base items 147.500
X0327596 L SUM PRECAST PRESTRESSED CONCRETE I-BEAM REPAIR Base items 1.000
X0327640 CAL MO REAL-TIME TRAFFIC CONTROL CENTRAL BASE UNIT Base items 3.000
X0327641 CAL MO REAL-TIME TRAFFIC CONTROL SENSOR UNIT Base items 6.000
X0327980 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 14,762.000
X0484300 EACH MEDIAN INLET BOX REMOVAL Base items 1.000
X2020410 CU YD EARTH EXCAVATION (SPECIAL) Base items 545.000
X4400110 SQ YD TEMPORARY PAVEMENT REMOVAL Base items 1,121.000
X6013700 FOOT PIPE UNDERDRAIN REMOVAL (SPECIAL) Base items 12.000
X6015000 EACH REMOVE CONCRETE HEADWALLS FOR PIPE DRAINS Base items 2.000
X6023840 EACH REMOVE AND RELOCATE INLETS Base items 1.000
X6024875 EACH TEMPORARY INLET Base items 1.000
X6431110 EACH REMOVE ATTENUATOR BASE Base items 1.000
X7015005 CAL DA CHANGEABLE MESSAGE SIGN Base items 208.000
X8410102 L SUM TEMPORARY LIGHTING SYSTEM Base items 1.000
Z0003615 EACH REMOVAL OF EXISTING CONCRETE I-BEAM Base items 2.000
Z0007122 FOOT REMOVING AND RE-ERECTING EXISTING RAILING Base items 217.500
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0065740 FOOT SLOTTED DRAIN 12" WITH VARIABLE SLOT Base items 291.000
20400800 CU YD FURNISHED EXCAVATION Base items 1,496.000
21101600 SQ YD TOPSOIL FURNISH AND PLACE, VARIABLE DEPTH Base items 12,537.000
25000210 ACRE SEEDING, CLASS 2A Base items 2.750
25000750 ACRE MOWING Base items 2.750
25100125 ACRE MULCH, METHOD 3 Base items 2.750
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 518.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 276.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 769.000
28000500 EACH INLET AND PIPE PROTECTION Base items 5.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 7,431.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 7,632.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 763.000
40603085 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 981.000
40603340 TON HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N70 Base items 380.000
42000501 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 10" (JOINTED) Base items 4,494.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 2,165.000
48203021 SQ YD HOT-MIX ASPHALT SHOULDERS, 6" Base items 1,055.000
50102400 CU YD CONCRETE REMOVAL Base items 69.800
50157300 SQ YD PROTECTIVE SHIELD Base items 140.000
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 69.800
50300300 SQ YD PROTECTIVE COAT Base items 159.000
50401105 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE I-BEAMS, 54 IN. Base items 214.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 11,550.000
50800530 EACH MECHANICAL SPLICERS Base items 532.000
52000050 FOOT PREFORMED JOINT SEAL 4" Base items 30.000
542A0229 FOOT PIPE CULVERTS, CLASS A, TYPE 1 24" Base items 16.000
5421A018 FOOT PIPE CULVERTS, CLASS A, TYPE 1 18" (TEMPORARY) Base items 104.000
54244405 EACH FLUSH INLET BOX FOR MEDIAN, STANDARD 542546 Base items 1.000
54248510 CU YD CONCRETE COLLAR Base items 0.600
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 145.000
60107600 FOOT PIPE UNDERDRAINS 4" Base items 74.000
60221000 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, OPEN LID Base items 1.000
63800920 FOOT MODULAR GLARE SCREEN SYSTEM, TEMPORARY Base items 1,950.000
64301090 SQ YD ATTENUATOR BASE Base items 18.000
66700305 EACH PERMANENT SURVEY MARKERS, TYPE II Base items 1.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 4.000
67100100 L SUM MOBILIZATION Base items 1.000
70100100 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701316 Base items 1.000
70100207 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701402 Base items 2.000
70100410 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701416 Base items 1.000
70100701 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701406 Base items 2.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 10.000
70106500 EACH TEMPORARY BRIDGE TRAFFIC SIGNALS Base items 1.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 21,390.000
70300240 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" Base items 6,631.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 1,950.000
78008310 FOOT POLYUREA PAVEMENT MARKING TYPE II - LINE 4" Base items 16,918.000
78008330 FOOT POLYUREA PAVEMENT MARKING TYPE II - LINE 6" Base items 2,115.000
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.