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June 14, 2019 Letting 10:00 AM
248-99626

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

Bulletin Description

Replace the structure carrying Richview Road over Pierce Creek, 3 miles south-southeast of Boyd.
Region District DBE % VBP % Federal Project #
5 9 8.00 0.00
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Jefferson
  • FAS 826
  • 08-00200-00-BR
  • C-99-524-09
  • 9-10341-0000
Contract Specifics
Project Completion is 5 Calendar Days plus 15 Working Days.
No More Contract Specifics

Ask Subscribe Questions and Answers (11 Submitted / 11 Answered ) Questions not accepted as of June 04, 2019 04:30 PM.

  • On sheet 8 it calls for a traffic barrier type terminal 2 special. The pay item is for a traffic barrier terminal type 2. How is the additional rail being paid for? How is the radius rail being paid for?
    The Radius and additional rail is included in this item. (06/07/2019)

  • Please confirm that all Proposed Guardrail will be installed into proposed Aggregate Shoulders Ty B (6").
    An addendum will be issued to clarify the proposed typical cross sections. (06/05/2019)

  • Question #15: If precast cantilever-T wingwalls are used, which are reinforced and dimensioned per the IDOT Culvert Manual, why is it necessary for an IL SE seal on these shop drawings?
    The designs from the culvert manual still require structural certification of the global stability of the footing with respect to the soil properties at the site and other factors that affect the selection of the design factors from the tables. (06/05/2019)

  • Question #16: With 5 calendar days + 15 working days, does IDOT intend to have this project completed before November 1, 2019? Or, will the contractor have into 2020 to complete this project?
    It is the intention of Jefferson County is to have the project substantially completed and open traffic in 2019. (06/05/2019)

  • Questions #14: Just to be clear, mechanical joint connectors are required ONLY on the outer walls of the multi-run PCBC's (those walls against which backfill will be place), and only one connector per joint on these outer walls; correct?
    1 mechanical connector is required per joint along the outside walls of the culvert. The interior walls abutting the opposite barrel do not require a connector. (06/05/2019)

  • This Contract contains the pay item, 50300265 SEAL COAT CONCRETE (345 CU YD). The Special Provision for SEAL COAT CONCRETE and Plan Sheets 10 & 11 indicate this material is to be used for backfill around the and above the precast box culvert. Per Article 1020.04, the minimum Design Compressive Strength for Seal Coat Concrete is 3,500 psi at 14 Days. 5 days is allowed to re-open the road. At what strength must the Seal Coat Conc be to allow installation of the HMA over the box?
    The Seal Coat Concrete would need to provide 2500 psi to allow the installation of the HMA over the box. The Contractor has the option of substituting other materials to construct the subgrade under the pavement and shoulders, if desired. These are subject to the approval of the Engineer and would need to be constructed according to the Standard Specifications. (05/31/2019)

  • Question #11: If precast wingwalls are used, then can 14" of barrel be Cast-In-Place on each end of each run? Question #12: Would be a triple run of 10x10 PCBC an acceptable alternative? Question #13: Would IDOT consider a staggered, chevron approach to installation WITHOUT skewed barrel ends? I anticipate this will be cheaper. The headwalls could be set at the skew to parallel the road.
    Question #11: This may be acceptable, if the proposed design meets the requirements of the AASHTO Design Guidelines, IDOT culvert manual and is sealed by an IL S.E. Question #12: YES Question #13: YES (05/31/2019)

  • On Plan Sheet 4 of 32, the Legend items do not appear to correctly correspond to the Typical Sections depicted on the same plan sheet.
    An addendum will be issued. (05/31/2019)

  • Special Provision, SALVABLE MATERIALS, states "The Contractor shall take note of all plan details and special provisions regarding the salvage, maintenance and re-use of the existing abutments." I am unable to locate any specific notes or details in the plans indicating the existing abutments are to be removed in a manner to allow them to be salvaged. Is it the designer's intent for the existing abutments to be salvaged?
    This note can be disregarded. It does not apply to this section. The existing abutments are to be removed. (05/31/2019)

  • 1. Must the precaster use the base, deck and wall thicknesses shown on the plans for the 13' span x 10' ride precast box culvert (PCBC)? 2. Will upper and lower corner fillets be allowed? 3. Will the affect of the direction of traffic at 30 degrees to the span need to be taken into account for the precast design? 4. Will IDOT allow the skewed barrel ends to be Cast-In-Place?
    1. The inside culvert dimensions need to be provided. The thickness of the structural members is variable per the Contractor's design. 2. Yes, these are allowed per AASHTO Guidelines. 3. The structure needs to be designed per AASHTO Guidelines. The structural design should account for the skew of the culvert. 4. The skewed barrel ends, headwalls and wingwalls can be cast-in-place as long as the closure limits are met to re-open the roadway to traffic. Note IDOT requirement to have 6 ft of barrel cast-in-place for horizontal cantilevered wingwalls. (05/31/2019)

  • 5. If not, will IDOT allow 14" of barrel on each end of each run to be Cast-In-Place? 6. Will LRFD design with HL93 loading suffice for the precast design? 7. Will IDOT allow precast wingwalls, or precast toe walls, or precast headwalls? 8. Would a 12x10 PCBC, per ASTM C1577, and a 14' x 10' PCBC be allowed? Or, possibly a 10x10 PCBC and 16x10 PCBC? 9. Can you confirm that all reinforcing is to be epoxy coated?
    5. No, this would have to meet IDOT requirement to have 6 ft of barrel cast-in-place for horizontal cantilevered wingwalls. 6. Yes 7. Yes 8. Yes 9. Yes, Epoxy coated reinforcement is required. (05/31/2019)

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: jjones@etsimonds.com
    $678,298.43

  • 2262 Guinzy Construction,Inc.
    160 West Main St.
    Ashley, IL 62808
    P.O. Box 360
    Ashley, IL 62808
    Phone: (618) 485-2293 Fax: (618) 485-2552 Email: gcil@frontiernet.net

  • 3352 Lake Contracting, Inc.
    4650 Stone Church Rd.
    Addieville, IL 62214
    Phone: (618) 824-6522 Fax: (618) 824-6521 Email: darylf70@yahoo.com

  • 5306 Samron Midwest Contracting, Inc.
    PO Box 1555
    Murphysboro, IL 62966
    Phone: (618) 687-5500 Fax: (618) 684-9341 Email: info@samron.com
    $844,175.15

  • 3157 The Kilian Corporation
    608 South Independence Street
    Mascoutah, IL 62258
    P.O. Box A
    Mascoutah, IL 62258
    Phone: (618) 566-2000 Fax: (618) 566-2314 Email: estimating@kiliancorp.com

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 100.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 100.000
20200100 CU YD EARTH EXCAVATION Base items 90.000
20400800 CU YD FURNISHED EXCAVATION Base items 515.000
20700110 TON POROUS GRANULAR EMBANKMENT Base items 220.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 250.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 30.000
28100807 TON STONE DUMPED RIPRAP, CLASS A4 Base items 250.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 11.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 146.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 62.000
40603310 TON HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N50 Base items 37.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 10.000
44201789 SQ YD CLASS D PATCHES, TYPE II, 12 INCH Base items 480.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 200.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50201121 EACH COFFERDAM (TYPE 2) (LOCATION - 1) Base items 1.000
50300265 CU YD SEAL COAT CONCRETE Base items 345.000
51500100 EACH NAME PLATES Base items 1.000
54001001 EACH BOX CULVERT END SECTIONS, CULVERT NO. 1 Base items 2.000
542A0235 FOOT PIPE CULVERTS, CLASS A, TYPE 1 30" Base items 20.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 362.500
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 1.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 2.000
63200310 FOOT GUARDRAIL REMOVAL Base items 210.000
67100100 L SUM MOBILIZATION Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 1,400.000
78200006 EACH GUARDRAIL REFLECTORS, TYPE B Base items 8.000
X0900064 SQ YD MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES Base items 229.000
X1200140 FOOT PRECAST CONCRETE BOX CULVERT (SPECIAL) Base items 132.000
X2090210 CU YD POROUS GRANULAR BACKFILL (SPECIAL) Base items 94.000
X2200020 FOOT FENCE REMOVAL AND REINSTALLATION Base items 275.000
X2501000 ACRE SEEDING, CLASS 2 (SPECIAL) Base items 0.300
XX009289 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD BLR 21 Base items 1.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 203.000
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.