Home > Notice of Letting > Contract Detail

March 06, 2020 Letting 10:00 AM
093-76N18

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

Bulletin Description

Bridge joint repairs and HMA overlay with bridge repairs on IL 127 / IL 140 over East Fork Shoal Creek, 0.2 miles west of Greenville (SN 003-0051 and SN 003-0057).
Region District DBE % VBP % Federal Project #
5 8 10.00 0.00 STPJVIB(370)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Bond
  • FAP 42
  • 139BR-2
  • C-98-058-20
  • 8-00738-0000
Contract Specifics
100 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (8 Submitted / 8 Answered ) Questions not accepted as of February 25, 2020 04:30 PM.

  • The minimum lift thickness for the IL-9.5 D mix shown on the bridge deck is 1.5" per special provisions. The quantity indicated on sheet 19 of plans calculates to 1 1/4" thickness, please address. Tack coat is shown to be installed on the deck waterproofing, is this required?
    Upon further consideration, the Department has changed the initial answer for the bridge deck lift thickness. The revised answer is as follows: The total HMA and waterproofing thickness is 2” since we can not reduce the existing 34” parapet below 32” height. We assumed the waterproofing would be ¾” leaving 1¼” HMA. Use 1¼” minimum lift on the bridge and the 68 Tons bridge HMA is correct. The 1½” minimum lift in the special is incorrect. Tack coat is still required. (03/03/2020)

  • Note 3 on sheet 14 states that resurfacing is to be constructed after stage 2 bridge work. Does this include the HMA deck overlay and waterproofing?
    No (03/03/2020)

  • Please provide a detail for the Traffic Barrier Terminal Ty 6 MOD in order to avoid any confusion for the item.
    The detail is provided in the plans. (02/26/2020)

  • Structure SN 003-0057 (sheets 28 thru 30): I cannot come up with the quantity indicated for concrete removal and concrete superstructure pay items. For only 122 LF of joint replacement the quantities seem off.
    The quantity were based from field measurements. The project should be bid using the quantities shown. (02/26/2020)

  • Sheet 15 (MOT Stage 1) of the plans indicates HMA Surface Course 4" on the north side of the intersection. Is this a pay item? What is the quantity? What type of mix?
    This work is included in the pay item POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX “D”, N70. The quantity is for this work is 67 tons. The mix is as shown in the table on Sheet 2 of the plans. (02/26/2020)

  • The prestage base course widening depth is indicated as 12" on the typical section, sheet 8. No typical section is shown for the butt joint areas. When the existing pavement is milled in the butt joint areas the 12" HMA base course depth will be reduced to a depth of 9.25". Is this sufficient thickness to place the 2.75" overlay on?
    Yes, the remaining 9.25" is sufficient for the 2.75" overlay. (02/20/2020)

  • In order for the waterproofing staging to be constructed per the sheet 20 detail, the stage 1 construction must be completed to a distance of 15" past the roadway centerline. This conflicts with the deck section typicals shown on the same sheet, please address.
    The 15” lap shown on Plan Sheet 20 does not conflict across 272’ where we are placing HMA on the existing bridge deck between the deck end replacement. We have the HMA joint at centerline instead of 15” over to avoid the joint being near a wheel-line. There is a small 6” length at each end (see Section B-B on Sheet 21) where we have we have HMA on top of new deck end concrete. In this 6” area, omit the 15” lap, or jog the lap and HMA stage line 15” north. We could have had the concrete staging 2’ off of centerline to avoid the conflict in this 6” area, but the staging was easier at centerline to keep rebar identical & to make the diaphragm replacement and deck haunch forming below simpler since at a beamline. (02/20/2020)

  • In the special provisions it states that drum shall be strung inbetween structures to maintain a single lane closure. How ever the plans show that each structure independent from the other. Please clarify.
    An addendum will be issued to address this. (02/18/2020)

Authorized Bidders

  • 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: sharon.weier@kiliancorp.com

  • 3085 Keeley & Sons, Inc.
    6303 Collinsville Road
    East St. Louis, IL 62201
    Phone: (618) 271-7470 Fax: (618) 271-0830 Email: Brian.Lurk@keeleyandsons.com

  • 3108 Keller Construction, Inc.
    22 Illini Drive
    Glen Carbon, IL 62034
    Phone: (618) 656-0033 Fax: (618) 656-7134 Email: dan.walker@kellerconstruction.com

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

  • 5737 St. Louis Bridge Construction Company
    655 Landmark Drive
    Arnold, MO 63010
    Phone: (636) 296-3300 Fax: (636) 296-7416 Email: No Record

  • 5802 Stutz Excavating, Inc.
    3837 Fosterburg Road
    Alton, IL 62002
    Phone: (618) 259-2485 Fax: (618) 259-2465 Email: No Record

Non Bidders

  • 3649 Charles E. Mahoney Co.
    208 Service Street
    Swansea, IL 62226
    Phone: (618) 235-3355 Fax: (618) 235-3356 Email: dale@mahoneyasphalt.com

  • 1034 Christ Bros. Asphalt, Inc.
    820 s fritz st.
    P.O. Box 158
    Lebanon, IL 62254
    Phone: (618) 537-6174 Fax: (618) 537-6199 Email: No Record

Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 10.000
20200500 CU YD EARTH EXCAVATION (WIDENING) Base items 50.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 1,913.000
28200200 SQ YD FILTER FABRIC Base items 1,913.000
35501332 SQ YD HOT-MIX ASPHALT BASE COURSE, 12" Base items 53.000
35600724 SQ YD HOT-MIX ASPHALT BASE COURSE WIDENING, 12" Base items 420.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 1,427.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 838.000
40600990 SQ YD TEMPORARY RAMP Base items 90.000
40604162 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 Base items 365.000
44000100 SQ YD PAVEMENT REMOVAL Base items 49.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 256.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 3.000
50102400 CU YD CONCRETE REMOVAL Base items 140.400
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 143.500
50300260 SQ YD BRIDGE DECK GROOVING Base items 809.000
50500405 POUND FURNISHING AND ERECTING STRUCTURAL STEEL Base items 1,230.000
50606701 L SUM CLEANING AND PAINTING STRUCTURAL STEEL, LOCATION 1 Base items 1.000
50606702 L SUM CLEANING AND PAINTING STRUCTURAL STEEL, LOCATION 2 Base items 1.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 4,170.000
50800515 EACH BAR SPLICERS Base items 54.000
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 190.500
58100200 SQ YD WATERPROOFING MEMBRANE SYSTEM Base items 973.000
58700300 SQ FT CONCRETE SEALER Base items 404.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 657.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
63200310 FOOT GUARDRAIL REMOVAL Base items 912.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 6.000
67100100 L SUM MOBILIZATION Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 90.000
70106500 EACH TEMPORARY BRIDGE TRAFFIC SIGNALS Base items 2.000
70106700 EACH TEMPORARY RUMBLE STRIPS Base items 24.000
70107005 FOOT PAVEMENT MARKING BLACKOUT TAPE, 5" Base items 2,515.000
70107024 FOOT PAVEMENT MARKING BLACKOUT TAPE, 24" Base items 31.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 194.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 252.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 1,276.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 3,007.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 1,189.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 841.000
70600250 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3 Base items 9.000
70600350 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 3 Base items 8.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 2,205.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 801.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 12.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 14.000
78200010 EACH BARRIER WALL REFLECTORS, TYPE B Base items 79.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 12.000
X0324762 L SUM WIDE LOAD DETOUR SIGNING Base items 1.000
X0900090 FOOT GROUTED FIBERGLASS REINFORCED PLASTIC ENCASED REPAIR Base items 90.000
X5060601 L SUM CONTAINMENT AND DISPOSAL OF NON-LEAD PAINT CLEANING RESIDUES NO. 1 Base items 1.000
X5060602 L SUM CONTAINMENT AND DISPOSAL OF NON-LEAD PAINT CLEANING RESIDUES NO. 2 Base items 1.000
X5870015 SQ FT BRIDGE DECK CONCRETE SEALER Base items 9,976.000
X6061700 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B (SPECIAL) Base items 35.000
X6310187 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 (MODIFIED) Base items 7.000
X7010202 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701321 (SPECIAL) Base items 2.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 992.000
Z0001495 SQ YD BRIDGE APPROACH SHOULDER REMOVAL Base items 7.000
Z0001903 POUND STRUCTURAL STEEL REMOVAL Base items 1,160.000
Z0001905 POUND STRUCTURAL STEEL REPAIR Base items 1,030.000
Z0004405 SQ YD HOT-MIX ASPHALT SCARIFICATION Base items 97.000
Z0010400 SQ FT CLEANING BRIDGE SEATS Base items 316.000
Z0012130 SQ YD BRIDGE DECK SCARIFICATION 3/4" Base items 821.000
Z0012166 SQ YD BRIDGE DECK MICROSILICA CONCRETE OVERLAY 2 3/4" Base items 821.000
Z0012800 SQ YD CONCRETE PAVEMENT SCARIFICATION Base items 590.000
Z0016002 SQ YD DECK SLAB REPAIR (FULL DEPTH, TYPE II) Base items 25.000
Z0016200 SQ YD DECK SLAB REPAIR (PARTIAL) Base items 200.000
Z0033700 FOOT LONGITUDINAL JOINT SEALANT Base items 393.000
Z0073200 EACH TEMPORARY SHORING AND CRIBBING Base items 4.000
Z0076600 HOUR TRAINEES Base items 500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 500.000 $15.00
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.