Home > Notice of Letting > Contract Detail

January 20, 2023 Letting 12:00 PM
079-95927

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

Bulletin Description

Curb and Gutter, Sidewalks, ADA Ramps, Storm Sewers, and Street Lights, at various locations in Marshall.
Region District DBE % VBP % Federal Project #
4 7 7.00 0.00 2EFK(707)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Clark
  • VARIOUS
  • 18-00057-00-SW(MARSHALL)
  • C-97-017-23
  • 0-00913-7007
Contract Specifics
105 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (8 Submitted / 8 Answered ) Questions not accepted as of January 10, 2023 04:30 PM.

  • 1) A detail for the lighting controllers is needed. Not clear what is needed or where they are powered from. 2) Need to provide size requirements for the handholes. 3)Detail for ground rod on pole lights on sheet 21 shows a 20' ground rod. Typically this requires a 1-8' ground rod. 4) Plan detail shows 5" conduit for ground wire. Typical for a single wire is 3/4". Please clarify.
    1) The project shall be bid based on details for the lighting controllers included in the plans, including Highway Standard 825011. The City will provide a metered electrical service into a grounded service disconnect control box at a location adjacent to the lighting controller, and the Contractor will provide the remainder of the service up to and including the lighting controller. 2) Handhole size should be based on Highway Standard 814001. 30” depth is sufficient. 3) An 8’ ground rod may be substituted if the equipment meets the requirements of Section 801 of the Standard Specifications for Road and Bridge Construction and also meets the approval of the Engineer. 4) The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications published online. (01/12/2023)

  • For water main conflicts, Location #3 and 6 indicate that the storm sewer will be in the water main. What is required for this conflict. Typically the water main is relocated lower than the storm using 45 degree elbows down with the water line placed in a casting. The size of the existing water main is not noted to be able to allow for this. This is more than an incidental relocation. Can the water main be shut down for this relocation, or will line stops be required.
    Where conditions dictate relocation of a water main, the City of Marshall will handle construction of the relocated water main. Please refer to General Note E on the Plan and Profile sheets. Coordination and cooperation with the City will be required. The Contractor will still be responsible for storm sewer construction, including requirements of the Standard Specifications for Water and Sewer Construction in Illinois. (01/09/2023)

  • For the water main conflict locations where the storm sewer is above the water main, does the storm sewer need to be constructed with water main quality pipe? Does the storm sewer need to be in a casing over the water main?
    The plans reference the Standard Specifications for Water and Sewer Construction in Illinois for construction of water mains and sewers at crossing locations. Please reference this document for details. (01/09/2023)

  • Would IDOT allow the regulated substances to be transported to a special waste landfill in Indiana vs. Illinois if it would be more economical? (approximately 46 miles would be saved per trip)
    Regulated substance disposal shall be in accordance with all applicable sections of the Standard Specifications for Road and Bridge Construction, and all Federal, State, and Local laws in effect for the jurisdictions of removal, transport, and disposal. (01/09/2023)

  • Three of the five regulated waste locations reference handling the impacted material according to Article 669.05(b)(1) and 669.05(a)(5). Which management method will be required?
    Soil shall be managed in accordance with all applicable sections of the Standard Specifications for Road and Bridge Construction, including but not limited to, Regulated Substance Monitoring. Both Articles shall be used in conjunction when applicable soil conditions are present. (01/04/2023)

  • Q3: Special Provision page 9 suggests field painting. Shop applied finish paint systems can be delivered without the need for additional painting in the field. Q: Please confirm complete shop applied painted surface is acceptable.
    The project shall be bid to include painting per the Special Provisions. (01/03/2023)

  • Pipe Handrail SPL: Detail on plan sheet 19 calls out FULL PENETRATION welding and field welding posts to sleeves. This deviates from what is commonly provided by Article 509, for pipe handrails. Q1: What is the need for FULL PEN welding as opposed to conventional welding techniques? Q2: will it be acceptable to fill sleeve with IDOT approved non-shrink grout to secure the post as opposed to welding the post to the sleeve, destroying the painted surface at each post location?
    The project shall be bid according to the plan details and Special Provisions, including the welded sleeve connection. Field painting will alleviate the concern of paint being destroyed by welding. (01/03/2023)

  • AISC: Please confirm that the Pipe Handrail SPL will need to be fabricated by a shop certified by AISC as prescribed in IDOT Article 106.08 ‘Certification of Metal Fabricators’, utilizing welders maintaining a 'small diameter pipe' certification.
    The project shall be bid per the Standard Specifications for Road and Bridge Construction, with all applicable certifications. (01/03/2023)

Authorized Bidders

  • 1770 Feutz Contractors, Inc.
    1120 N. Main St.
    Paris, IL 61944
    PO Box 130
    Paris, IL 61944
    Phone: (217) 465-8402 Fax: (217) 463-2256 Email: feutz.shared@feutzcontractors.com

  • 0379 A & R Mechanical Service, Inc.
    711 Kettering Park Drive
    Urbana, IL 61801
    Phone: (217) 367-4227 Fax: (217) 367-4164 Email: jweidner@ar-mech.com

  • 0385 Beniach Construction Co., Inc.
    307 S. Main Street
    Tuscola, IL 61953
    P.O. Box 20
    Tuscola, IL 61953
    Phone: (217) 253-6100 Fax: (217) 253-6144 Email: steven@beniachconstruction.com

  • 3145 Kieffer Bros. Construction Co., Inc.
    933 West 3rd Street
    Mt. Carmel, IL 62863
    Phone: (618) 262-5108 Fax: (618) 263-3215 Email: doug@kiefferbros.net

  • 3163 Kinney Contractors, Inc.
    19342 E. Frontage Rd.
    Raymond, IL 62560
    Phone: (217) 229-3322 Fax: (217) 229-3609 Email: kinney@roadbuilder.net

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20800150 CU YD TRENCH BACKFILL Base items 516.600
21101600 SQ YD TOPSOIL FURNISH AND PLACE, VARIABLE DEPTH Base items 302.900
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 720.000
40200800 TON AGGREGATE SURFACE COURSE, TYPE B Base items 50.000
42300200 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH Base items 252.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 17,948.800
42400300 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH Base items 1,384.300
42400800 SQ FT DETECTABLE WARNINGS Base items 242.700
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 695.600
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 2,441.700
44000600 SQ FT SIDEWALK REMOVAL Base items 16,863.400
44201329 SQ YD CLASS C PATCHES, TYPE II, 8 INCH Base items 22.200
44201333 SQ YD CLASS C PATCHES, TYPE III, 8 INCH Base items 21.600
44201335 SQ YD CLASS C PATCHES, TYPE IV, 8 INCH Base items 322.300
54216200 EACH REINFORCED CONCRETE PIPE TEE, 24" PIPE WITH 12" RISER Base items 2.000
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 340.000
550A0070 FOOT STORM SEWERS, CLASS A, TYPE 1 15" Base items 27.000
550A0090 FOOT STORM SEWERS, CLASS A, TYPE 1 18" Base items 282.000
550A0120 FOOT STORM SEWERS, CLASS A, TYPE 1 24" Base items 323.000
550A0130 FOOT STORM SEWERS, CLASS A, TYPE 1 27" Base items 287.000
56109210 EACH WATER VALVES TO BE ADJUSTED Base items 2.000
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60221100 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 5.000
60235700 EACH INLETS, TYPE A, TYPE 3 FRAME AND GRATE Base items 11.000
60240220 EACH INLETS, TYPE B, TYPE 3 FRAME AND GRATE Base items 2.000
60255800 EACH MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID Base items 1.000
60258300 EACH MANHOLES TO BE RECONSTRUCTED WITH NEW TYPE 3 FRAME AND GRATE Base items 1.000
60263100 EACH INLETS TO BE RECONSTRUCTED WITH NEW TYPE 3 FRAME AND GRATE Base items 1.000
60500060 EACH REMOVING INLETS Base items 6.000
60604400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 Base items 2,453.200
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 284.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 5.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 5.000
67100100 L SUM MOBILIZATION Base items 1.000
70102620 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 Base items 1.000
70102640 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 12.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 60.000
81028320 FOOT UNDERGROUND CONDUIT, PVC, 1" DIA. Base items 1,462.000
81028350 FOOT UNDERGROUND CONDUIT, PVC, 2" DIA. Base items 2,075.000
81400100 EACH HANDHOLE Base items 18.000
81702110 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 10 Base items 7,310.000
81702160 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 1/0 Base items 8,300.000
82500330 EACH LIGHTING CONTROLLER, PEDESTAL MOUNTED, 240VOLT, 60AMP Base items 2.000
83600200 FOOT LIGHT POLE FOUNDATION, 24" DIAMETER Base items 188.000
83600300 FOOT LIGHT POLE FOUNDATION, 30" DIAMETER Base items 17.000
X0100025 CU YD FLOWABLE FILL Base items 5.000
X0326694 CU YD PLUG EXISTING STORM SEWERS Base items 40.000
X2500900 ACRE SEEDING, CLASS 1 (SPECIAL) Base items 0.250
X5091765 FOOT PIPE HANDRAIL (SPECIAL) Base items 27.000
XX000388 EACH STORM WATER CURB OPENING Base items 8.000
XX007393 EACH DECORATIVE LIGHT TYPE A Base items 33.000
XX007394 EACH DECORATIVE LIGHT TYPE B Base items 3.000
Z0004002 EACH BOLLARDS Base items 30.000
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.