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June 14, 2019 Letting 10:00 AM
124-76M23

Bulletin Description

Guardrail and bridge repair on SN 060-0188 carrying IL 143 over Mooney Creek, 0.5 miles east of IL 157 in Edwardsville.
Region District DBE % VBP % Federal Project #
5 8 8.00 0.00 N/A
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Madison
  • FAP 789
  • 65B-R-2
  • C-98-044-19
  • N/A
Contract Specifics
20 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (4 Submitted / 4 Answered ) Questions not accepted as of June 04, 2019 04:30 PM.

  • 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’.
    The fabrication requirements for this item are specified in Section 509 of the Standard Specifications for Road and Bridge Construction. (06/05/2019)

  • The proposed length and type (Type B = 3.125' post spacing) of the Remove and Re-Erect Guardrail appears to be incorrect. Please review and revise this item.
    An addendum is forthcoming on this issue. The pay item(s) will be revised accordingly. (06/03/2019)

  • The Bridge Rail and the Guardrail are joined by a Traffic Barrier Terminal Ty 5A. Please add Rem & Re-Erect Traf Bar Term Ty 5A to the pay items.
    An addendum is forthcoming on this issue. The pay item(s) will be revised accordingly. (06/03/2019)

  • 50900205 Steel Rail, Type S-1: On plan sheets 3,6 & 8 it calls for S-1 rail(which uses 12 x 4 x 1/4 tube) but the existing plan sheets show type "S" rail with 12 x 3 x 3/16 tube. This tube is no longer available and was used before the current CVN testing was required. The only option I see is to replace all 60' of tube on the south side with the new S-1 tube. Will this be acceptable? Thanks.
    An addendum is forthcoming on this issue. Quantities for Steel Railing, Type S-1 and Steel Railing Removal will be revised. (05/30/2019)

Authorized Bidders

  • No authorized bidders

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 6.000
40603340 TON HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N70 Base items 2.000
42000500 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 10" Base items 4.000
44000100 SQ YD PAVEMENT REMOVAL Base items 4.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 3.000
50400105 SQ FT PRECAST CONCRETE BRIDGE SLAB Base items 61.000
50900205 FOOT STEEL RAILING, TYPE S1 Base items 60.000
54002020 EACH EXPANSION BOLTS 3/4 INCH Base items 22.000
63301215 FOOT REMOVE AND REERECT STEEL PLATE BEAM GUARDRAIL, TYPE B Base items 12.500
63301990 EACH REMOVE AND REERECT TRAFFIC BARRIER TERMINALS, TYPE 1 Base items 1.000
63302500 EACH REMOVE AND REERECT TRAFFIC BARRIER TERMINALS, TYPE 5A Base items 1.000
67100100 L SUM MOBILIZATION Base items 1.000
70102620 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 Base items 1.000
70106500 EACH TEMPORARY BRIDGE TRAFFIC SIGNALS Base items 1.000
70106700 EACH TEMPORARY RUMBLE STRIPS Base items 3.000
70107005 FOOT PAVEMENT MARKING BLACKOUT TAPE, 5" Base items 975.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 40.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 17.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 412.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 175.000
70600250 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3 Base items 2.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 17.000
78100300 EACH REPLACEMENT REFLECTOR Base items 7.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 7.000
X0324744 SQ FT REMOVAL OF EXISTING PRECAST CONCRETE UNITS Base items 61.000
X0326519 FOOT STEEL RAILING REMOVAL Base items 60.000
X7010202 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701321 (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.