Home > Notice of Letting > Contract Detail

April 27, 2018 Letting 10:00 AM
093-70C85

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

Bulletin Description

Guardrail improvements on various routes in various counties in District 5.
Region District DBE % VBP % Federal Project #
3 5 0.00 0.00 HSIPGUSL(743)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Various
  • VARIOUS
  • D5 HSIP GR 2018-1
  • C-95-036-18
  • 0-00813-5001
Contract Specifics
70 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (9 Submitted / 9 Answered ) Questions not accepted as of April 17, 2018 04:30 PM.

  • AISC: I'm not sure if you are working on this answer but we would like for you to confirm that the fabrications associated with Weak / Strong Post Guardrail posts will need to be performed by a fabrication shop certified by AISC as prescribed in IDOT Article 106.08 ‘Certification of Metal Fabricators’.
    No, AISC certification is not required for these posts. (04/16/2018)

  • AISC: • Please confirm that the fabrications associated with Weak / Strong Post Guardrail posts will need to be performed by a fabrication shop certified by AISC as prescribed in IDOT Article 106.08 ‘Certification of Metal Fabricators’.
    No, AISC certification is not required for these posts. (04/16/2018)

  • How will the modification or coring of the PCC surface be paid? 109.04 force account, especially if the as-builts are not available & there is no way to define depth of PCC or how the PCC Shoulders are constructed.
    Contractors should refer to the Preface of the Standard Specifications for Road and Bridge Construction which states "...all aspects of the work are by definition included in the unit price bid unless specified to be paid for separately." Coring is not specified to be paid for separately in these pay items. (04/16/2018)

  • Understood regarding re-using the existing holes in the PCC surfaces. If modifying the existing holes or making new holes are needed, will 'as-built' drawings be provided to assist in determining the depth of concrete and type of construction that an be expected?
    As-built drawings are not available. (04/16/2018)

  • • Q2a: If modifying the hole size is needed or additional holes are needed, please provide as-built drawings to determine the concrete depth and type of construction that can be expected. • Q2b: How will the PCC coring be paid? 109.04 force account, especially if the as-builts are not available & there is no way to define depth of PCC or how the PCC Shoulders are constructed.
    Contractors should refer to the Preface of the Standard Specifications for Road and Bridge Construction which states "...all aspects of the work are by definition included in the unit price bid unless specified to be paid for separately." Coring is not specified to be paid for separately in these pay items. (04/13/2018)

  • PCC surfaces under Guardrail: Locations 1, 13, 37, 38, 95 to 98 appear to have PCC surfaces. Several of the locations have boxed out or holes formed with sonotubes. This represents a significant quantity of guardrail. • Q1: Will the new guardrail posts be driven back into the existing holes without modifying the shape of the hole?
    If the existing hole can be utilized with the proposed guardrail then it can be used. if the spacing or other conditions are different than the current standard then post would need to be placed in a new hole. (04/12/2018)

  • Timber / HMA Curb: • It appears that there is a timber or asphalt curb running along the entire length of the guardrail at Locations 99 and 100. Please confirm that this will remain in place during the guardrail replacement. IF not, how will the removal and possible replacement be paid? Force Account??
    The curb is to remain in place, any damage of the curb from the operations of the contractor when removing and installing the guardrail would be at the contractors expense to repair. (04/12/2018)

  • Type 6, 6A and 6B traffic barrier terminals: The standard calls for a double nested W-Beam rail element when there is a continuous curb running the length of the terminal. Q1: Please identify which locations, if any, will have a continuous curb under the T6 terminal that would necessitate a double nested W-Beam.
    Contractors should read the Invitation For Bids, paragraph g, EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF THE WORK, regarding the existing site conditions: From that paragraph, please note: “The bidder shall inspect in detail the site of the proposed work, investigate and become familiar with all the local conditions affecting the contract and the detailed requirements for construction. Submission of a bid shall be a conclusive assurance and warranty the bidder has made these examinations and the bidder understands all requirements for the performance of the work. If the bid is accepted, the bidder will be responsible for all errors in the proposal resulting from a failure or neglect to comply with these instructions. The Department will not be responsible for any costs, expenses, losses, or change in anticipated profits resulting from such failure or neglect of the bidder to make these examinations. (04/12/2018)

  • GR Removal and Installation (Special): • In the event that guardrail cannot be completed in the same day as the removal, and as customary, will it be acceptable to place lighted barrels to delineate the area where the guardrail has not yet been installed or remains incomplete?
    Per the Special Provisions: "At each location, after the existing guardrail is removed, the proposed guardrail shall be completed at that location that same day or as directed by the Engineer. Multiple crews may be required to ensure the work is completed. Any inconvenience or delays caused the Contractor in complying with this Special Provision will be at no additional cost to the Department." (04/12/2018)

Authorized Bidders

  • 3524 Lovewell Fencing, Inc.
    21060 Holden Drive
    Davenport, IA 52806
    Phone: (563) 391-7025 Fax: (563) 391-4005 Email: mlovewell@lovewellfence.com
    $1,194,865.00

  • 0041 Access Control Company, Inc.
    511 44th Street
    Rock Island, IL 61201-2136
    Phone: (309) 786-0220 Fax: (309) 786-9537 Email: acccontrolco@aol.com

  • 1112 Clevenger Contractors, Inc.
    355 Naples Road
    Bluffs, IL 62621
    PO Box 19
    Bluffs, IL 62621
    Phone: (217) 754-3411 Fax: (217) 754-3537 Email: clever@irtc.net

  • 1163 Collins & Hermann, Inc.
    1215 Dunn Road
    St. Louis, MO 63138
    Phone: (314) 869-8000 Fax: (314) 869-8498 Email: msedelkova@collinsandhermann.com

  • 4055 Midwest Fence Corporation
    900 N Kedzie Ave
    Chicago, IL 60651
    Phone: (773) 722-6616 Fax: (773) 722-6626 Email: No Record
    $1,279,676.55

  • 4424 Northern Contracting, Inc.
    1851 Coltonville Rd.
    Sycamore, IL 60178
    Phone: (815) 895-5855 Fax: (815) 895-2117 Email: office@northerncontracting.net

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20400800 CU YD FURNISHED EXCAVATION Base items 705.000
25000210 ACRE SEEDING, CLASS 2A Base items 1.000
25000350 ACRE SEEDING, CLASS 7 Base items 3.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 87.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 87.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 87.000
25100115 ACRE MULCH, METHOD 2 Base items 1.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 376.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 7,325.000
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 850.000
63000007 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE B, 6 FOOT POSTS Base items 275.000
63000030 FOOT STRONG POST GUARDRAIL ATTACHED TO CULVERT Base items 212.500
63000035 FOOT BACK SIDE PROTECTION OF GUARDRAIL Base items 312.500
63000050 FOOT WEAK POST GUARDRAIL ATTACHED TO CULVERT CASE I Base items 50.000
63100041 EACH TRAFFIC BARRIER TERMINAL, TYPE 1B Base items 8.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 28.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 42.000
63100089 EACH TRAFFIC BARRIER TERMINAL, TYPE 6B Base items 8.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 56.000
63100169 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) FLARED Base items 55.000
63200310 FOOT GUARDRAIL REMOVAL Base items 18,368.000
67100100 L SUM MOBILIZATION Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 116.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 286.000
X6310088 EACH TRAFFIC BARRIER TERMINAL TYPE 6A (SPECIAL) Base items 10.000
X6310214 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 (SPECIAL) Base items 1.000
X6330725 FOOT STEEL PLATE BEAM GUARDRAIL (SHORT RADIUS) Base items 237.500
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) 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.