Home > Notice of Letting > Contract Detail

July 31, 2020 Letting 12:00 PM
087-97733

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

Bulletin Description

Resurfacing, curb and gutter, sidewalks and ADA ramps on Centreville Avenue from Dintelman Avenue to 0.02 mile south of West Lincoln Street in Belleville.
Region District DBE % VBP % Federal Project #
5 8 18.00 0.00 1VCA(756)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • St. Clair
  • FAU 9269
  • 14-00219-00-RS (BELLEVILLE)
  • C-98-333-14
  • 8-10547-0000
Contract Specifics
Completion Date: June 30, 2021
No More Contract Specifics

Ask Subscribe Questions and Answers (5 Submitted / 5 Answered ) Questions not accepted as of July 21, 2020 04:30 PM.

  • Plan sheet 56 details a concrete ramp at station 30+50 LT with handrails. How will the concrete work (retaining wall, rebar, etc) be paid for?
    There is a quantity FOR pipe handrail that will be paid for separately. All the concrete work (retaining wall, rebar, etc) for this location will be paid for as PC CONC SIDEWALK 4. (07/21/2020)

  • Specs pg 13–Concrete Steps 3rd Para. states that “Handrails will be measured separately for payment.” The pay item quantity for pipe handrail is only 22 feet which is the 22’ located at 30+50 LT for a concrete ramp. Plan sheet 56 under the concrete steps detail also states that “handrails are required for all locations with 2 or more steps.” There are a few step locations that have 2 or more steps to be replaced. Please clarify if the handrail will be required and how it will be paid for.
    This quantity for pipe handrail at the locations with 2 or more steps was not calculated by mistake. When submitting a unit price, please account for the handrail required at locations with 2 or more steps and it will be paid for as pipe handrail. (07/21/2020)

  • Plan sheet 56 details a concrete ramp at station 30+50 LT with handrails. What should the void under the proposed ramp be filled with?
    The void should be filled with CA-6 and this will be included in the cost of PCC Sidewalk 4. (07/21/2020)

  • Special provisions page 10 – Roof Drain Adjustment – Per the specification, roof drain adjustments are incidental to the contract. It also states that the engineer will evaluate each roof drain separately and will determine the appropriate method of adjustment. This would be impossible to account for since no information is provided. Could this be paid by article 109.04 in lieu of being incidental?
    The intention of roof drain adjustment was that this will be a simple elevation adjustment due to the new sidewalk grade. For example, the contractor may need to remove the end section, cut and remove a small section of pipe, and re-attach the end section, all work and materials to be included in the contract. Since roof drains often vary in material and orientation, we leave this up to the contractor to decide methods of construction. There are two roof drains at 341 Centreville Avenue that we believe will need adjustments. It should be noted that if any major materials are required to adjust the roof drains beyond the downspout, such as a sidewalk trench drain, this work will be paid for by article 109.04. (07/21/2020)

  • For X7010216, Traffic Control and Protection (Special), will Centerville Ave. be closed to all traffic for the duration of the project? If not, will there be any closures for any duration at all?
    "It was the designers/city's intention that construction activities be limited to one side of Centreville Avenue and one-way traffic shall be maintained during the day time. Centreville Avenue shall be completely open at the end of the day. Depending on the width of the construction operations, flaggers may need to be utilized during construction according to Highway Standard 701201-05. During milling/paving operations, Centreville Avenue will be closed to traffic during day time only and re-open for night traffic. The contractor will work with the city and provide appropriate detour route when a milling/paving operation is planned and scheduled." (07/09/2020)

Authorized Bidders

  • 1857 Fournie Contracting Co. Inc.
    2700 South Belt West
    Belleville, IL 62226
    Phone: (618) 233-7286 Fax: (618) 233-2247 Email: kfournie@charter.net
    $922,944.00

  • 0338 Baxmeyer Construction, Inc.
    1034 Floraville Road
    Waterloo, IL 62298
    Phone: (618) 939-3000 Fax: (618) 939-4299 Email: estimator@baxmeyerconstruction.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

  • 1487 DMS Contracting, Inc.
    10243 Fuesser Road
    Mascoutah, IL 62258
    PO Box 122
    Mascoutah, IL 62258
    Phone: (618) 566-9114 Fax: (618) 566-3145 Email: estimating@dmscontracting.com
    $1,054,669.48

  • 2308 Hank's Excavating & Landscaping, Inc.
    5825 West State Route 161
    Belleville, IL 62223
    Phone: (618) 398-5556 Fax: (618) 398-2729 Email: No Record
    $1,174,496.73

  • 3108 Keller Construction, Inc.
    22 Illini Drive
    Glen Carbon, IL 62034
    Phone: (618) 656-0033 Fax: (618) 656-7134 Email: dan.walker@kellerconstruction.com
    $1,168,988.24

  • 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

Non Bidders

  • 3752 Mayer Landscaping, Inc.
    (Pending Authorization)
    3620 High Prairie School Road
    Belleville, IL 62220
    Phone: No Record Fax: No Record Email: No Record

Pay Item # UOM Description Type Quantity Unit Price
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 2,178.000
25000100 ACRE SEEDING, CLASS 1 Base items 0.750
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 47.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 47.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 47.000
25100115 ACRE MULCH, METHOD 2 Base items 0.750
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 47.000
28000500 EACH INLET AND PIPE PROTECTION Base items 12.000
35100500 SQ YD AGGREGATE BASE COURSE, TYPE A 6" Base items 80.000
40200500 SQ YD AGGREGATE SURFACE COURSE, TYPE A 6" Base items 26.000
40201000 TON AGGREGATE FOR TEMPORARY ACCESS Base items 258.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 3,979.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 390.000
40600990 SQ YD TEMPORARY RAMP Base items 273.000
40602965 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5FG, N50 Base items 1,081.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 745.000
40800025 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 182.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 11.000
42001300 SQ YD PROTECTIVE COAT Base items 3,916.000
42300200 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH Base items 173.000
42300400 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 8 INCH Base items 315.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 22,400.000
42400300 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH Base items 3,466.000
42400800 SQ FT DETECTABLE WARNINGS Base items 245.000
44000100 SQ YD PAVEMENT REMOVAL Base items 85.000
44000161 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 3" Base items 8,448.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 372.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 4,240.000
44000600 SQ FT SIDEWALK REMOVAL Base items 20,768.000
50901760 FOOT PIPE HANDRAIL Base items 22.000
60201105 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE Base items 2.000
60201110 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11V FRAME AND GRATE Base items 3.000
60255800 EACH MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID Base items 9.000
60261320 EACH INLETS TO BE ADJUSTED WITH NEW TYPE 11V FRAME AND GRATE Base items 5.000
60261530 EACH INLETS TO BE ADJUSTED WITH NEW TYPE 23 FRAME AND GRATE Base items 1.000
60500040 EACH REMOVING MANHOLES Base items 1.000
60500060 EACH REMOVING INLETS Base items 6.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 4,637.000
67100100 L SUM MOBILIZATION Base items 1.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 1,228.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 405.000
70300210 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS Base items 106.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 7,806.000
70300240 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" Base items 1,001.000
70300260 FOOT TEMPORARY PAVEMENT MARKING - LINE 12" Base items 555.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 310.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 47.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 5.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 707.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 106.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 7,806.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 1,001.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 555.000
X0327235 FOOT LOCATING UNDERGROUND UTILITIES Base items 1,000.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 3,764.000
X8140115 EACH HANDHOLE TO BE ADJUSTED Base items 1.000
Z0012450 CU YD CONCRETE STEPS Base items 6.000
Z0012455 EACH CONCRETE STEP REMOVAL Base items 9.000
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.