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Home > Notice of Letting > Contract Detail

March 09, 2018 Letting 10:00 AM
141-97651

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

Bulletin Description

Reconstruct the intersection of Milburn School Road and Old Collinsville Road in the City of O'Fallon.
Region District DBE % VBP % Federal Project #
5 8 14.00 0.00 ANNX(626)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • St. Clair
  • FAU 9148
  • 12-00059-05-PV (O'FALLON)
  • C-98-366-12
  • 8-10650-0000
  • 8-11018-0001
Contract Specifics
Completion Date: August 10, 2018 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of February 27, 2018 04:30 PM.

  • IDOT Highway Standards for Precast Manholes (revised 1/1/18) show that a mechanical connection is required at joint splices. Neither the Highway Standards nor the Standard Specifications for Road and Bridge Construction provide a spacing or quantity requirement for the mechanical connections at Precast Manhole Joint Splices. What are the spacing or quantity requirements for the mechanical connections at Precast Manhole Joint Splices?
    See Article 602.07, Precast Reinforced Concrete Sections (02/26/2018)

  • IDOT Highway Standards for Precast Manholes do not show a spacing or quantity requirement for joint splice connection(s). What are the spacing or quantity requirements for Manhole Joint connections?
    See Article 602.07, Precast Reinforced Concrete Sections (02/23/2018)

  • Since the base under the existing asphalt is being removed is a milling machine required to remove the existing roadway surface for Item 44000161 ?
    I see no reason why a milling machine would have to be used. There is no provision for stockpiling the HMA at any particular yard. This is strictly a Contractor choice if he wishes to separate the asphalt for RAP usage. What is designated in the plans simply divides what is normally considered pavement and what is earth excavation. He will still need to provide clean cuts at the ends to avoid any damage to adjacent pavement. (02/23/2018)

Authorized Bidders

  • No authorized bidders

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 2,164.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 100.000
20800150 CU YD TRENCH BACKFILL Base items 288.000
25000200 ACRE SEEDING, CLASS 2 Base items 0.250
25100115 ACRE MULCH, METHOD 2 Base items 0.250
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 25.000
28000500 EACH INLET AND PIPE PROTECTION Base items 8.000
31100910 SQ YD SUBBASE GRANULAR MATERIAL, TYPE A 12" Base items 4,765.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 8,126.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 1,625.000
40603085 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 1,213.000
40603340 TON HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N70 Base items 404.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 2,813.000
42400800 SQ FT DETECTABLE WARNINGS Base items 320.000
44000100 SQ YD PAVEMENT REMOVAL Base items 468.000
44000161 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 3" Base items 1,821.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 237.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 139.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 4.000
550A2320 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 12" Base items 154.000
550A2330 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 15" Base items 638.000
550A2340 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 18" Base items 48.000
550A2360 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 24" Base items 141.000
550A2520 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 12" Base items 109.000
550A2530 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 15" Base items 61.000
550A2560 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 24" Base items 78.000
60218500 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 3 FRAME AND GRATE Base items 1.000
60223800 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60223810 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 3 FRAME AND GRATE Base items 2.000
60235700 EACH INLETS, TYPE A, TYPE 3 FRAME AND GRATE Base items 3.000
60240220 EACH INLETS, TYPE B, TYPE 3 FRAME AND GRATE Base items 1.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 1,738.000
60606200 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-9.12 (MODIFIED) Base items 151.000
60618300 SQ FT CONCRETE MEDIAN SURFACE, 4 INCH Base items 1,076.000
60626500 FOOT TRANSITIONAL COMBINATION CONCRETE CURB AND GUTTER Base items 420.000
67100100 L SUM MOBILIZATION Base items 1.000
70300210 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS Base items 91.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 3,367.000
70300260 FOOT TEMPORARY PAVEMENT MARKING - LINE 12" Base items 363.000
70300280 FOOT TEMPORARY PAVEMENT MARKING - LINE 24" Base items 320.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 266.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 20.000
72000300 SQ FT SIGN PANEL - TYPE 3 Base items 48.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 38.000
72900100 FOOT METAL POST - TYPE A Base items 94.000
72900200 FOOT METAL POST - TYPE B Base items 303.000
73000100 FOOT WOOD SIGN SUPPORT Base items 154.000
73100100 EACH BASE FOR TELESCOPING STEEL SIGN SUPPORT Base items 4.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 91.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 3,367.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 363.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 320.000
78200020 EACH CURB REFLECTORS Base items 60.000
LR420029 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 8" (SPECIAL) Base items 352.000
X0325299 EACH INLET MODIFICATION Base items 1.000
X0327980 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 485.000
X6024242 EACH INLETS, SPECIAL, NO. 1 Base items 12.000
X6060077 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-2.12 (MODIFIED) Base items 258.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 2,216.000
XX005431 EACH LOCATING UNDERGROUND UTILITY Base items 10.000
XX009222 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 EQUIVALENT ROUND SIZE 24" Base items 71.000
XX009223 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 EQUIVALENT ROUND SIZE 24" Base items 71.000
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.