Home > Notice of Letting > Contract Detail

March 11, 2022 Letting 12:00 PM
077-74434

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

Bulletin Description

Superstructure replacement and new approach pavements on SN 070-0038 located on IL 128, approximately 3.1 miles south of Dalton City.
Region District DBE % VBP % Federal Project #
4 7 4.00 0.00 STPAE02(413)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Moultrie
  • FAP 770
  • (116BR-2)B-1
  • C-97-037-10
  • 7-50351-0000
Contract Specifics
60 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (6 Submitted / 6 Answered ) Questions not accepted as of March 01, 2022 04:30 PM.

  • Please clarify the two (2) notes on plan sheet 2 regarding excavation for rip rap and channel excavation. The channel excavation pay quantity appears to include the excavation volume required for rip rap installation and the volume depicted on plan sheet 13 (Elevation View).
    The channel excavation does include excavation for the rip rap installation. (03/03/2022)

  • Can existing bridge plans be made available?
    Existing bridge plans will be made available as additional information. Please continue to monitor the website for an update. (03/02/2022)

  • The new Type SM Bridg Rail will have completely different ends to in as compared to the existing Bridge Rail, therefore a similar connection of radius guardrail panel to the Bridge Rail will not work. Can a detail be provided for projected connection?
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (02/23/2022)

  • Regarding the previously asked question concerning the Short Radius Guardrail, fabricating a 12.5' rail to specific radius is not the problem, the detail on sheet 10 shows that a type 2 is also part of Short Radius pay length, meaning the pay item would need to be at least 25', either decreasing Type A length or increasing Short Radius quantity. Should pay item of Short Radius increase and Type A decrease?
    The Short Radius Guardrail is to be a 12.5' radius that will connect to 12.5' guardrail, type A. The 12.5' piece of guardrail that connects to the short radius will then connect to the Traffic Barrier Terminal Type 2. (02/17/2022)

  • The Guardrail Short Radius detail on sheet 10 of the plans will not work with the pay items of only 12.5 ft. Should the Short Radius pay item be increased, or should this detail be omitted and Short Radius Guardrail be installed as Typical Type A6' w/radius rail and steel posts?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. If the contractor can not make the radius work with a 12.5' rail being bent, the contractor may be able to length the rail to make the appropriate bend work. (02/17/2022)

  • The guardrail at the S.W. corner of the structure has no Bridge connection Terminal. Is there supposed to be a special detail to connect to the Type SM railing at this corner. Also, there is no Terminal at the opposite end of guardrail at this location. Is it to end with a Standard end section?
    Currently, the sideroad comes out right at the end of the bridge rail. The Radius Rail appears to be just bolted onto the bridge rail. It is The District's intention is to replicate this connection to match what is currently installed. For the end of the guardrail, the traffic barrier terminal type 2 in the plans should work for the end terminal for the SW corner. (02/17/2022)

Authorized Bidders

  • 5672 Stark Excavating, Inc.
    1805 W Washington St.
    Bloomington, IL 61701
    Phone: (309) 828-5034 Fax: (309) 829-3897 Email: estimating@starkcompanies.com
    $814,752.45

  • 1232 County Contractors, Inc.
    1228 East 1350th Street
    Quincy, IL 62305
    P.O. Box 3522
    Quincy, IL 62305
    Phone: (217) 885-3550 Fax: (217) 885-3575 Email: chris@countycontractorsinc.com
    $819,818.50

  • 1908 Freesen, a div of UCM, Inc.
    3151 Robbins Road
    Springfield, IL 62704
    P.O. Box 13420
    Springfield, IL 62791
    Phone: (217) 546-6192 Fax: (217) 546-1904 Email: FI@ucm.biz

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

  • 5310 Sangamo Construction Company
    2100 East Moffat St
    Springfield, IL 62702
    Phone: (217) 544-9871 Fax: (217) 544-9873 Email: office@sangamo.net

Non Bidders

  • 2825 Illinois Valley Paving, a div of UCM, Inc.
    3151 Robbins Road
    Springfield, IL 62704
    P.O. Box 13420
    Springfield, IL 62791
    Phone: (217) 546-6192 Fax: (217) 546-1904 Email: IVP@ucm.biz

Pay Item # UOM Description Type Quantity Unit Price
20300100 CU YD CHANNEL EXCAVATION Base items 657.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 525.000
28200200 SQ YD FILTER FABRIC Base items 525.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 495.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 301.000
40604052 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70 Base items 92.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 12.000
42000070 SQ YD PAVEMENT CONNECTOR (HMA) FOR BRIDGE APPROACH SLAB Base items 192.000
44000100 SQ YD PAVEMENT REMOVAL Base items 46.000
44000155 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" Base items 1,100.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 58.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 28.000
50101500 EACH REMOVAL OF EXISTING SUPERSTRUCTURES Base items 1.000
50102400 CU YD CONCRETE REMOVAL Base items 3.200
50105220 FOOT PIPE CULVERT REMOVAL Base items 12.000
50300225 CU YD CONCRETE STRUCTURES Base items 28.800
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 83.900
50300260 SQ YD BRIDGE DECK GROOVING Base items 340.000
50300300 SQ YD PROTECTIVE COAT Base items 362.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 92.800
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 67,390.000
50901050 FOOT STEEL RAILING, TYPE SM Base items 122.000
51500100 EACH NAME PLATES Base items 1.000
54002020 EACH EXPANSION BOLTS 3/4 INCH Base items 8.000
54213459 EACH END SECTIONS 24" Base items 1.000
54248510 CU YD CONCRETE COLLAR Base items 0.400
542D0229 FOOT PIPE CULVERTS, CLASS D, TYPE 1 24" Base items 12.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 212.500
63100087 EACH TRAFFIC BARRIER TERMINAL, TYPE 6A Base items 3.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 3.000
63200310 FOOT GUARDRAIL REMOVAL Base items 427.000
66700205 EACH PERMANENT SURVEY MARKERS, TYPE I Base items 1.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A 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
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 28.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 3.000
72501100 EACH TERMINAL MARKER - POST MOUNTED Base items 1.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 838.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 4.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 9.000
X2501000 ACRE SEEDING, CLASS 2 (SPECIAL) Base items 0.300
X6310088 EACH TRAFFIC BARRIER TERMINAL TYPE 6A (SPECIAL) Base items 1.000
X7011800 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD BLR 21 Base items 1.000
Z0004552 SQ YD APPROACH SLAB REMOVAL Base items 289.000
Z0012754 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES) Base items 55.000
Z0016702 L SUM DETOUR SIGNING Base items 1.000
Z0049799 EACH PROTECTING OR RESETTING SURVEY MARKERS Base items 3.000
Z0070202 EACH SURVEY MARKER VAULT Base items 3.000
Z0073700 L SUM TEMPORARY WALL BRACING SYSTEM 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.