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Home > Notice of Letting > Contract Detail

July 30, 2021 Letting 12:00 PM
01A-LK014

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

Bulletin Description

Rehabilitate and Reprofile Runway 8-26
Region District DBE % VBP % Federal Project #
1 1 9.00 0.00 317SBGPTBD
County(s) IL Project # Airport Sponsor City
  • McHenry
 3CK 4814 Lake in the Hills Village of Lake in the Hills Lake in the Hills
Contract Specifics
The time limit to award this item has been changed from 45 days to 90 days after the scheduled letting.
69 Calendar Days
This project is currently unfunded, but actively seeking discretionary funds.
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Ask Subscribe Questions and Answers (4 Submitted / 4 Answered ) Questions not accepted as of July 20, 2021 04:30 PM.

  • you have 1 test section for the job. I'm assuming that is for the surface, shouldn't the base have a test section too, as that is method 2 as well?
    An addendum will be posted. (07/21/2021)

  • Fine aggregate Table page 216, 2020 Specifications. Just to clarify, Minus No. 200 Sieve Material, ITP 11, % Max 3 is at "3" this is just referring to Clay and not the gradation. the gradation table below speaks to the gradation so i think your simply referring to CLAY. This fine aggregate quality table is new, so just clarifying. if you do want an a quality sand that is less than 3 I'm not sure anyone can pave this job.
    Please reference the Fine Aggregate Quality table on page 214 of the Standard Specifications for Construction of Airports, Adopted September 25, 2020, Revised March 12, 2021. Footnote 1 states, “Fine aggregate used for hot-mix asphalt (HMA) shall not contain more than three percent clay (2 micron or smaller) particles as determined by Illinois Modified AASHTO T 88.” This footnote is only referencing percent max clay. It is not referencing gradation. (07/21/2021)

  • are you sure you want a pneumatic roller on the Polymerized surface. IDOT doesn't do this as it'll pick up. your spec book says it should be the 2nd roller.
    As noted in 401-4.9(b) and 403-4.9(b) of the standard specifications, “Intermediate roller. The intermediate roller shall be a pneumatic-tired roller or oscillatory roller. A vibratory roller may be used on mixtures containing polymer modified asphalt binder.” (07/20/2021)

  • The plans have intersections, taxiways, and some other areas. Since Aeronautics doesn't make it clear that there are no APRONS, can you clarify that? Aprons call for a different oil, a SBS 76-28, not sure if anyone talked to the oil guys before spec'ing that out.
    As noted in 401-2.3 of the special provisions, “Asphalt Binder Selection Table – IDOT Districts 1-6 (Runway & Taxiway) criteria shall apply”. As noted in 403-2.3 of the special provisions, “Asphalt Binder Selection Table – IDOT Districts 1-6, Under 60,000 lb (Runway & Taxiway) criteria shall apply”. (07/19/2021)

Authorized Bidders

  • 4813 Plote Construction, Inc.
    1100 Brandt Drive
    Hoffman Estates, IL 60192
    Phone: No Record Fax: No Record Email: No Record
    $2,294,000.00

  • 0231 Arrow Road Construction, LLC
    1445 Oakton Street
    Elk Grove Village, IL 60007
    Phone: No Record Fax: No Record Email: No Record
    $2,497,385.75

  • 1305 Curran Contracting Company
    286 Memorial Court
    Crystal Lake, IL 60014
    Phone: No Record Fax: No Record Email: No Record
    $2,410,987.66

  • 1560 R. W. Dunteman Company
    600 S. Lombard Road
    Addison, IL 60101
    PO Box 1129
    Addison, IL 60101-1129
    Phone: No Record Fax: No Record Email: No Record

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
AR108088 FOOT 1/C #8 XLP-USE Base items 3,500.000
AR108656 FOOT 3/C #6 600 V UG CABLE IN UD Base items 1,850.000
AR110014 FOOT 4" DIRECTIONAL BORE Base items 45.000
AR110502 FOOT 2-WAY CONCRETE ENCASED DUCT Base items 155.000
AR110550 FOOT SPLIT DUCT Base items 30.000
AR115610 EACH ELECTRICAL HANDHOLE Base items 2.000
AR125100 EACH ELEVATED RETROREFLECTIVE MARKER Base items 5.000
AR125106 EACH RELOC. ELEV. RETROREFLECTIVE MARKER Base items 37.000
AR125901 EACH REMOVE STAKE MOUNTED LIGHT Base items 12.000
AR125931 EACH REPLACE LIGHT LENSE Base items 18.000
AR125941 EACH ADJUST STAKE MOUNTED LIGHT Base items 12.000
AR150510 L SUM ENGINEER'S FIELD OFFICE Base items 1.000
AR150520 L SUM MOBILIZATION Base items 1.000
AR152410 CU YD UNCLASSIFIED EXCAVATION Base items 15,050.000
AR152440 CU YD BORROW EXCAVATION Base items 3,800.000
AR152540 SQ YD SOIL STABILIZATION FABRIC Base items 1,150.000
AR156510 FOOT SILT FENCE Base items 3,580.000
AR156520 EACH INLET PROTECTION Base items 10.000
AR156531 SQ YD EROSION CONTROL BLANKET Base items 7,275.000
AR208515 CU YD POROUS GRANULAR EMBANKMENT Base items 560.000
AR209608 SQ YD CRUSHED AGG. BASE COURSE - 8" Base items 32,815.000
AR401610 TON BITUMINOUS SURFACE COURSE Base items 4,275.000
AR401620 TON BIT. SURFACE COURSE, LEVELING Base items 90.000
AR401630 EACH BITUMINOUS SURFACE TEST SECTION Base items 1.000
AR401650 SQ YD BITUMINOUS PAVEMENT MILLING Base items 4,250.000
AR401900 SQ YD REMOVE BITUMINOUS PAVEMENT Base items 21,015.000
AR403610 TON BITUMINOUS BASE COURSE Base items 7,415.000
AR403630 EACH BITUMINOUS BASE TEST SECTION Base items 1.000
AR602510 GALLON BITUMINOUS PRIME COAT Base items 9,875.000
AR603510 GALLON BITUMINOUS TACK COAT Base items 10,615.000
AR620520 SQ FT PAVEMENT MARKING-WATERBORNE Base items 19,180.000
AR620525 SQ FT PAVEMENT MARKING-BLACK BORDER Base items 8,990.000
AR620900 SQ FT PAVEMENT MARKING REMOVAL Base items 50.000
AR705526 FOOT 6" PERFORATED UNDERDRAIN W/SOCK Base items 660.000
AR705640 EACH UNDERDRAIN CLEANOUT Base items 7.000
AR705900 FOOT REMOVE UNDERDRAIN Base items 485.000
AR705904 EACH REMOVE UNDERDRAIN CLEANOUT Base items 7.000
AR901510 ACRE SEEDING Base items 10.000
AR908515 ACRE HEAVY-DUTY HYDRAULIC MULCH Base items 10.000
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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.