Home > Notice of Letting > Contract Detail

November 06, 2020 Letting 12:00 PM
054-78547

Bulletin Description

Complete replacement of SN 039-0046 on Bluegrass Lane (off IL 151 south of Ava) over Spring Creek.
Region District DBE % VBP % Federal Project #
5 9 9.00 0.00 STP0DTV(278)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Jackson
  • TR 93A
  • 13B-1
  • C-99-049-16
  • 9-97080-0000
Contract Specifics
60 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (9 Submitted / 9 Answered ) Questions not accepted as of October 27, 2020 04:30 PM.

  • plans and Cross Sections do not clearly identify if the guardrail will be positioned in an aggregate or HMA shoulder. Is any guardrail intended to be positioned in the proposed HMA shoulder? Thank you,
    Guardrail will be installed in HMA shoulders along IL 151 from each end terminal to where it connects to the bridge. (10/30/2020)

  • There are no Traffic Control details. Can Traffic Control details be provided?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (10/30/2020)

  • The Traffic Barrier Terminal Type 6 Spls.per Addendum A requires the transition section to fall within the radius portion at the S.E., S.W., and N.E. Quadrants. The thrie beam transition sections cannot be radiused. Can other details be provided?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. No additional guardrail details will be provided at this point. (10/29/2020)

  • SM rail pay quantity: On plan sheets 6 & 27 the quantity of rail is shown as 108 feet or 54 feet/side. On plan sheets 22 & 24 it appears that the rail ends at the back of the abutment which is 56 feet for a total pay item of 112 feet. Another issue to review is with the 6A TBT's which call for a maximum of 3'-9" from the last Bridge post to the first GR post so the post layout and overhang might need to be reviewed. Please confirm the correct overhang & post spacing. Thanks
    The railing quantity is correct. The end point of the bridge rail is at the end of the concrete deck beams where the type 6a terminal attaches to the bridge rail. An addendum has been issued to adjust the post spacing (10/29/2020)

  • Is the remainder of the Ty2 (separated from the "nose only") intended to be installed somewhere else along that particular guardrail run? Are we still installing a complete Ty2?
    The end section piece of a Type 2 is all that is required at this location. There are no other Type 2's on the project. (10/28/2020)

  • Please confirm that the Bridge Rail will need to be fabricated by a shop certified by AISC as prescribed in IDOT Article 106.08 ‘Certification of Metal Fabricators’.
    AISC certification will be required on applicable items according to the Standard Specifications for Road and Bridge Construction. (10/28/2020)

  • Per plan sheet 18, the Traf Bar Term Ty2 states "Nose Only". Can a detail be made available as to what exactly will be required for this item?
    The "nose" references the end section of the Traffic Barrier Terminal Type 2. It's the small curved piece that extends beyond the last post as depicted in Standard 631011. (10/20/2020)

  • The Guardrail plan sheet 18 lists Traffic Barrier Terminals Type 6A Spl. There is no detail as to what is special other than radius is needed. Can a detail be provided showing what portions of each Type 6A Spl. are to be radiused?
    Terminals east of structure (in the NE and SE quadrants) must conform to radii of adjacent intersection as shown on the plans. The curvature of each guardrail radius begins at structure. Terminal west of structure (in the SW quadrant) must conform to radius of adjacent entrance as shown on plans. The curvature of guardrail radius begins 24 feet from structure. An addendum will be issued with a Traffic Barrier Terminals Type 6A Special detail. (10/16/2020)

  • Is pay item X6310088 a special due to the radius rail or other there other differences from the regular type 6a?
    Pay Item X6310088 is special only due to the radius rail. (10/16/2020)

Authorized Bidders

  • 5306 Samron Midwest Contracting, Inc.
    PO Box 1555
    Murphysboro, IL 62966
    Phone: (618) 687-5500 Fax: (618) 684-9341 Email: info@samron.com
    $393,333.25

  • 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: jjones@etsimonds.com
    $405,054.45

  • 4757 Plocher Construction Company, Inc.
    2808 Thole-Plocher Road
    Highland, IL 62249
    Phone: (618) 654-9408 Fax: (618) 654-6454 Email: bids@plocherco.com

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20100500 ACRE TREE REMOVAL, ACRES Base items 0.250
20200100 CU YD EARTH EXCAVATION Base items 750.000
20300200 CU YD ROCK EXCAVATION IN CHANNEL Base items 115.000
20800150 CU YD TRENCH BACKFILL Base items 35.400
20900110 CU YD POROUS GRANULAR BACKFILL Base items 79.000
25000200 ACRE SEEDING, CLASS 2 Base items 0.500
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 45.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 45.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 45.000
25100115 ACRE MULCH, METHOD 2 Base items 0.500
25100630 SQ YD EROSION CONTROL BLANKET Base items 421.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 100.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 414.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 38.000
28000500 EACH INLET AND PIPE PROTECTION Base items 2.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 237.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 469.000
28200200 SQ YD FILTER FABRIC Base items 706.000
35100700 SQ YD AGGREGATE BASE COURSE, TYPE A 8" Base items 392.000
40200500 SQ YD AGGREGATE SURFACE COURSE, TYPE A 6" Base items 134.000
40201000 TON AGGREGATE FOR TEMPORARY ACCESS Base items 60.000
40300200 TON BITUMINOUS MATERIALS (PRIME COAT) Base items 0.500
40300400 TON BITUMINOUS MATERIALS (COVER AND SEAL COATS) Base items 1.400
40300500 TON COVER COAT AGGREGATE Base items 6.000
40300600 TON SEAL COAT AGGREGATE Base items 3.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 206.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 28.000
40603085 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 19.000
40604002 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG, MIX "C", N70 Base items 34.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 48.000
48203029 SQ YD HOT-MIX ASPHALT SHOULDERS, 8" Base items 162.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 105.000
50200100 CU YD STRUCTURE EXCAVATION Base items 107.000
50300225 CU YD CONCRETE STRUCTURES Base items 33.000
50300280 CU YD CONCRETE ENCASEMENT Base items 5.100
50400505 SQ FT PRECAST PRESTRESSED CONCRETE DECK BEAMS (27" DEPTH) Base items 1,458.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 4,500.000
50901050 FOOT STEEL RAILING, TYPE SM Base items 108.000
51201400 FOOT FURNISHING STEEL PILES HP10X42 Base items 120.000
51500100 EACH NAME PLATES Base items 1.000
54213663 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" Base items 4.000
542A0223 FOOT PIPE CULVERTS, CLASS A, TYPE 1 18" Base items 80.000
58100200 SQ YD WATERPROOFING MEMBRANE SYSTEM Base items 162.000
58300100 FOOT PORTLAND CEMENT MORTAR FAIRING COURSE Base items 432.000
58700300 SQ FT CONCRETE SEALER Base items 326.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 47.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 137.500
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 1.000
63100087 EACH TRAFFIC BARRIER TERMINAL, TYPE 6A Base items 1.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 3.000
67000500 CAL MO ENGINEER'S FIELD OFFICE, TYPE B Base items 6.000
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
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 28.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 8.500
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 4.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 32.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 10.000
78200006 EACH GUARDRAIL REFLECTORS, TYPE B Base items 9.000
X6310088 EACH TRAFFIC BARRIER TERMINAL TYPE 6A (SPECIAL) Base items 3.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 134.000
Z0065000 EACH SETTING PILES IN ROCK Base items 10.000
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.