Home > Notice of Letting > Contract Detail

January 19, 2018 Letting 10:00 AM
065-78592

Bulletin Description

8.8 miles of roadway improvement including guardrail and culvert liner on IL 148.
Region District DBE % VBP % Federal Project #
5 9 11.00 0.00 STPR-HSIP-E6CW(071)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Williamson
  • FAP 726
  • IL 148
  • 130(RS-5,SR-1)
  • C-99-045-17
  • 9-00538-0000
  • 9-02200-2801
Contract Specifics
75 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (9 Submitted / 7 Answered ) Questions not accepted as of January 09, 2018 04:30 PM.

  • On page 30 of the plans the note says to handle the material according to article 202.06. Will the spreading of this material be allowed on the shoulders not to interfere with drainage as stated in this article or need to be held within 2' of full depth shoulders to stay within the specified seeding limits?
    The material will be limited to the 2' as shown in the plans. The remainder will be handled according to the second paragraph of Article 202.06, "Any surplus excavation not needed for the shoulder reshaping or any unsuitable material shall be disposed of according to Article 202.03 (01/16/2018)

  • This contract calls for (2) Name Plates for structure number 100-0037. Can we get a detail for the lettering so that we can know the size of the name plate and number of lines of lettering? This would help to get an accurate price for the materials.
    Please see 065-78592_NamePlate.pdf in the "Additional Information" folder with the Plans and Special Provisions. (01/12/2018)

  • The plans do not address the location of the Longitudinal Joint Sealant. The first sentence of the last paragraph on page 14 of special provisions for the contract indicate that the location of the LJS will be shown on the plans. Please clarify the location and which lifts the LJS will be applied to.
    An addendum is forthcoming on this issue. District 9 Materials wants the LJS to be used only under the HMA surface course, not under all the lifts as stated in the existing special provision. (01/11/2018)

  • The cross sections do not illustrate the guardrail and the plans do not clearly identify if the guardrail will be positioned in an aggregate or HMA shoulder. The schedule of quantities on plan sheet 25 is also silent on any shoulder work in conjunction with the guardrail. It is customary to provide a cross section illustrating the position of the new guardrail or identify the shoulder pay items relating to the guardrail in the schedule of quantities.
    The new guardrail will be driven through aggregate. The only exception is the type 2 terminal attached to the short radius guardrail which will be in the existing 8" HMA shoulder. (01/09/2018)

  • Guardrail: Plan sheet 32 illustrates ‘Non-Blocked GR’. The schedule calls for 25 LF of Non-Blocked GR (radius) and 1 Each Traffic Barrier Terminal Type 2, along with 62 LF of Vertical Adjust GR. The TBT 2 pay item appears to be included within the limits of the Non-Block GR system. IF true then would it be correct that only 12.5 LF of Non-Block GR (curved) is needed? (based on the detail on plan sheet 32)
    The type 2 terminal is in addition to the "Non-block GR". Sheet 38 of the plans will be revised with Addendum A. (01/09/2018)

  • Please amend the cross sections and or schedule of quantities, or simply declare what type of shoulder the new guardrail posts will be driven in to. With the information provided, it is assumed to be aggregate shoulders. IF HMA shoulders, it would be helpful to advise the depth of HMA under the guardrail.
    The new guardrail will be driven through aggregate. The only exception is the type 2 terminal attached to the short radius guardrail which will be in the existing 8" HMA shoulder. (01/09/2018)

  • the plans and proposals both refer to the existing guardrail posts to be vertically adjusted as being in HMA shoulders. Is it intended for all of the new guardrail posts to be in new HMA shoulders?
    The new guardrail will be driven through aggregate. The only exception is the type 2 terminal attached to the short radius guardrail which will be in the existing 8" HMA shoulder. (01/05/2018)

Authorized Bidders

  • 5550 E. T. Simonds Construction Company
    1500 N Oakland Ave
    PO Box 2107
    Carbondale, IL 62902
    PO Box 2107
    Carbondale, IL 62902
    Phone: (618) 457-8191 Fax: (618) 549-0131 Email: mrodewald@etsimonds.com
    $3,348,416.75

  • 5609 Southern Illinois Asphalt Co., Inc.
    1003 Aspen St.
    Marion, IL 62959
    Phone: (618) 998-1615 Fax: (618) 998-1744 Email: jmcphail@deltacos.com
    $3,367,608.57

Non Bidders

  • 3145 Kieffer Bros. Construction Co., Inc.
    933 West 3rd Street
    Mt. Carmel, IL 62863
    Phone: (618) 262-5108 Fax: (618) 263-3215 Email: doug@kiefferbros.net

  • 5526 Sierra Bravo Contractors, LLC
    7038 Highway 154
    P.O. Box 130
    Sesser, IL 62884
    PO Box 130
    Sesser, IL 62884
    Phone: (618) 924-1077 Fax: (618) 625-6516 Email: bdorrissbcllc@hotmail.com

Pay Item # UOM Description Type Quantity Unit Price
X0326697 FOOT CENTER LINE - RUMBLE STRIP - 8" Base items 9,262.000
X2503100 UNIT MOWING Base items 451.000
X6330900 FOOT VERTICAL ADJUSTMENT OF GUARDRAIL Base items 2,110.000
X7015005 CAL DA CHANGEABLE MESSAGE SIGN Base items 28.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 37,940.000
Z0033700 FOOT LONGITUDINAL JOINT SEALANT Base items 43,592.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 14,289.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
20200600 UNIT EXCAVATING AND GRADING EXISTING SHOULDER Base items 811.000
25000200 ACRE SEEDING, CLASS 2 Base items 4.000
25000350 ACRE SEEDING, CLASS 7 Base items 4.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 336.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 336.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 336.000
25000700 TON AGRICULTURAL GROUND LIMESTONE Base items 8.000
25100115 ACRE MULCH, METHOD 2 Base items 8.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 745.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 86,405.000
40600637 TON LEVELING BINDER (MACHINE METHOD), IL-9.5FG, N70 Base items 4,800.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 2,038.000
40600990 SQ YD TEMPORARY RAMP Base items 133.000
40603340 TON HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N70 Base items 9,489.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 170.000
42001300 SQ YD PROTECTIVE COAT Base items 8.000
44000152 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 3/4" Base items 42,013.000
44000155 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" Base items 72,483.000
44000160 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2 3/4" Base items 1,469.000
44200050 SQ YD WELDED WIRE REINFORCEMENT Base items 68.000
44200956 SQ YD CLASS B PATCHES, TYPE II, 9 INCH Base items 24.000
44200962 SQ YD CLASS B PATCHES, TYPE III, 9 INCH Base items 15.000
44200964 SQ YD CLASS B PATCHES, TYPE IV, 9 INCH Base items 53.000
44201007 SQ YD CLASS B PATCHES, TYPE II, 13 INCH Base items 32.000
44201019 SQ YD CLASS B PATCHES, TYPE II, 14 INCH Base items 254.000
44201299 EACH DOWEL BARS 1 1/2" Base items 720.000
44201373 SQ YD CLASS C PATCHES, TYPE I, 12 INCH Base items 4.000
44201377 SQ YD CLASS C PATCHES, TYPE II, 12 INCH Base items 40.000
44201381 SQ YD CLASS C PATCHES, TYPE III, 12 INCH Base items 39.000
44201403 SQ YD CLASS C PATCHES, TYPE II, 14 INCH Base items 124.000
44201765 SQ YD CLASS D PATCHES, TYPE II, 10 INCH Base items 24.000
44201771 SQ YD CLASS D PATCHES, TYPE IV, 10 INCH Base items 56.000
44213200 FOOT SAW CUTS Base items 1,812.000
44213204 EACH TIE BARS 3/4" Base items 9.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 346.000
48203029 SQ YD HOT-MIX ASPHALT SHOULDERS, 8" Base items 35,521.000
48203100 TON HOT-MIX ASPHALT SHOULDERS Base items 313.000
50102400 CU YD CONCRETE REMOVAL Base items 6.000
50900200 FOOT STEEL RAILING, TYPE 2399 Base items 198.500
51500100 EACH NAME PLATES Base items 2.000
54390310 FOOT INSERTION CULVERT LINER 60" Base items 60.000
60600605 FOOT CONCRETE CURB, TYPE B Base items 64.000
63000003 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS Base items 7,212.500
63000019 FOOT NON-BLOCKED STEEL PLATE BEAM GUARDRAIL Base items 25.000
63000030 FOOT STRONG POST GUARDRAIL ATTACHED TO CULVERT Base items 50.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 1.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100087 EACH TRAFFIC BARRIER TERMINAL, TYPE 6A Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 15.000
63200310 FOOT GUARDRAIL REMOVAL Base items 8,297.000
64200108 FOOT SHOULDER RUMBLE STRIPS, 8 INCH Base items 87,947.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 7.000
67100100 L SUM MOBILIZATION Base items 1.000
70100450 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701201 Base items 1.000
70100460 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701306 Base items 1.000
70100500 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701326 Base items 1.000
70100600 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701336 Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 16.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 12,660.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 4,220.000
70300210 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS Base items 148.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 110,658.000
70300260 FOOT TEMPORARY PAVEMENT MARKING - LINE 12" Base items 796.000
70300280 FOOT TEMPORARY PAVEMENT MARKING - LINE 24" Base items 60.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 15.000
78009000 SQ FT MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 169.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 110,862.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 796.000
78009024 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 24" Base items 60.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 594.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 103.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 482.000
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.