Home > Notice of Letting > Contract Detail

July 31, 2020 Letting 12:00 PM
063-97740

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

Bulletin Description

Reconstruction of West Morris Street from 2nd Street to North Main Street in Caseyville.
Region District DBE % VBP % Federal Project #
5 8 16.00 0.00 J4SF(009)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • St. Clair
  • FAU 9146
  • 16-00019-00-RS (CASEYVILLE)
  • C-98-321-16
  • 8-10619-0000
Contract Specifics
45 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (10 Submitted / 10 Answered ) Questions not accepted as of July 21, 2020 04:30 PM.

  • The project calls for an existing culvert to be abandoned. No information is available on the size of the pipe or how far the pipe needs to be filled with CLSM. Please provide that information.
    The existing culvert is partially filled with silt on the exposed end and the size is hard to determine. Contractor should inspect this pipe prior to bidding. The Contractor should include enough CLSM to fill the pipe completely under the pavement of IL 157 (Main Street). It is unknown if the Contractor will be able to locate the upstream end of the pipe, but in the event they do, include enough CLSM to fill the pipe from the West side of pavement of IL 157 to the plugged downstream end. (07/22/2020)

  • The special provisions provide a 45 working day contract. Under the sequence of construction operations within the special provisions (Page 4), it provides specific 12 calendar week and 3 calendar week time frames for completing work. Which completion time frame will govern (Specified 45 working day or 15 calendar week duration)?
    The contract will be administered as a 45 working day contract. (07/22/2020)

  • In regards to standard specifications for soil modification section 302.11 subgrade stability, the specification reads that no equipment or traffic shall be on the modified soil after compaction until the required IBV is obtained. How will the contractor maintain local access during this period?
    The Contractor shall work with the RE to determine the best way to keep access for the residents. For this project, most residents have access to their homes from the side roads and alleys. (07/22/2020)

  • It appears that the bottom of the curb will be below the finished grade of the modified soil for the proposed pavement. This area will need to be excavated to complete the curb work. How will the contractor be able to complete the core out and pouring of the proposed curb and gutter without damaging the remaining modified soil?
    The Standard Specifications state in Article 302.10, that the subgrade shall be shaped to the correct lines and grades when the modified soil is nearing completion of compaction efforts. (07/22/2020)

  • In regards to the modified soils, there will be an angular void space necessary within the modified soil to construct the required curb & gutter. What material will be acceptable to put adjacent to the curb after it is poured to fill in the cored out void (I.E. CA6)?
    The Standard Specifications state in Article 302.10, that the subgrade shall be shaped to the correct lines and grades when the modified soil is nearing completion of compaction efforts. If the chosen construction methods by the Contractor require additional hauled in material that is not specified in the Standard Specifications, the Contractor will need to get that approval from the RE and include that cost in the contract unit price for PROCESSING MODIFIED SOIL, 12". (07/22/2020)

  • Special provisions sequence of construction operations (page 4) states to grade subgrade, process soil with cement and seal. Is this sealing mentioned in the special provisions in reference to standard specification section 302.02 note 2 regarding curing of modified soil with an emulsified asphalt?
    The "sealing" of the modified subgrade mentioned in the sequence of construction special provision is in reference to the curing that is spelled out in Section 302 of the standard specifications. (07/22/2020)

  • Will the contractor be allowed to substitute 12” of aggregate base in lieu of the 12” soil modification?
    At this time we are not entertaining any Contractor VE changes to the soil modification. (07/22/2020)

  • Pay item 52200700 Precast Modular Retaining Wall has a bid quantity of 148 Square feet. Plan sheet 25 Plan view of the wall shows 168 square feet. Please clarify.
    Bidders should use the quantity shown in the Summary of Quantities of 148 sqft when tabulating their bid price. This item will be measured in place once constructed and could be slightly more or less depending on the final constructed wall face. (07/21/2020)

  • There are several existing inlets to be removed called out on the plans but there is not a pay item for doing this work. Will there be a pay item created for INLET REMOVAL or will it be incidental to EARTH EXCAVATION per general note #5 on sheet 2 of the plans?
    Include the cost of existing inlet removals as called out on the Removal Sheets in the EARTH EXCAVATION pay item as stated in General Note #5 on Plan Sheet 2. (07/13/2020)

  • The majority of the temporary pavement markings are crosswalks and stop bars. The specifications call for water blasting for temporary pavement marking removal. It is not possible to fit a water blaster in the road sideways in order to remove markings, as it is to wide for the road. Will it be acceptable to grind temporary pavement markings.
    As the specifications states, grinding will not be allowed on this project. There are a number of handheld, skidsteer and small tractor mounted water blasting equipment available in the industry for the Contractor to use for this pay item. (07/06/2020)

Authorized Bidders

  • 0338 Baxmeyer Construction, Inc.
    1034 Floraville Road
    Waterloo, IL 62298
    Phone: (618) 939-3000 Fax: (618) 939-4299 Email: estimator@baxmeyerconstruction.com
    $678,771.70

  • 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
    $705,430.63

  • 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
    $747,554.14

  • 3064 Kamadulski Excavating and Grading Company, Inc.
    4336 Hwy. 162
    Granite City, IL 62040
    Phone: (618) 931-3760 Fax: (618) 797-1228 Email: brett@kamadulski.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
    $811,790.92

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

  • 4732 Petroff Trucking Company, Inc.
    3469 State Rt. 111
    Pontoon Beach, IL 62040
    P.O. Box 148
    Collinsville, IL 62234
    Phone: (618) 797-6100 Fax: (618) 797-6105 Email: Adam@PetroffTrucking.com

  • 4928 RCS Construction, Inc.
    960 E. Airline Drive
    East Alton, IL 62024
    Phone: (618) 254-3816 Fax: (618) 254-3841 Email: heather@rcs-construction.com
    $770,490.32

  • 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
    $711,462.70

Non Bidders

  • 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

  • 5137 Rooter's American Maintenance, Inc.
    350 Carter Street
    Beckemeyer, IL 62219
    PO Box 175
    Beckemeyer, IL 62219
    Phone: (618) 227-8300 Fax: (618) 227-8581 Email: paul@rootersasphalt.com

Pay Item # UOM Description Type Quantity Unit Price
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 54.000
20200100 CU YD EARTH EXCAVATION Base items 465.000
20800150 CU YD TRENCH BACKFILL Base items 216.000
21400100 FOOT GRADING AND SHAPING DITCHES Base items 295.000
25000110 ACRE SEEDING, CLASS 1A Base items 0.500
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 45.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 45.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 45.000
25100115 ACRE MULCH, METHOD 2 Base items 0.500
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 100.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 55.000
28000500 EACH INLET AND PIPE PROTECTION Base items 31.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 8.000
28200200 SQ YD FILTER FABRIC Base items 8.000
30200650 SQ YD PROCESSING MODIFIED SOIL 12" Base items 4,513.000
30201700 TON PORTLAND CEMENT Base items 115.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 365.000
40200800 TON AGGREGATE SURFACE COURSE, TYPE B Base items 40.000
40201000 TON AGGREGATE FOR TEMPORARY ACCESS Base items 50.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 8,374.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 1,675.000
40603085 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 938.000
40604052 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70 Base items 313.000
40800029 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 182.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 89.000
42300200 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH Base items 319.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 4,043.000
42400800 SQ FT DETECTABLE WARNINGS Base items 192.000
44000100 SQ YD PAVEMENT REMOVAL Base items 242.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 155.000
44000600 SQ FT SIDEWALK REMOVAL Base items 2,748.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 455.000
50901760 FOOT PIPE HANDRAIL Base items 50.000
52200700 SQ FT PRECAST MODULAR RETAINING WALL Base items 148.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 6.000
54213663 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" Base items 1.000
54213675 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 30" Base items 1.000
542C0217 FOOT PIPE CULVERTS, CLASS C, TYPE 1 12" Base items 45.000
542C0235 FOOT PIPE CULVERTS, CLASS C, TYPE 1 30" Base items 17.000
550A4000 FOOT STORM SEWERS, CLASS A, TYPE 1 EQUIVALENT ROUND-SIZE 18" Base items 82.000
550A4100 FOOT STORM SEWERS, CLASS A, TYPE 1 EQUIVALENT ROUND-SIZE 24" Base items 195.000
550B2320 FOOT STORM SEWERS, RUBBER GASKET, CLASS B, TYPE 1 12" Base items 749.000
550B2360 FOOT STORM SEWERS, RUBBER GASKET, CLASS B, TYPE 1 24" Base items 207.000
550B2380 FOOT STORM SEWERS, RUBBER GASKET, CLASS B, TYPE 1 30" Base items 54.000
60218500 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 3 FRAME AND GRATE Base items 1.000
60234200 EACH INLETS, TYPE A, TYPE 1 FRAME, OPEN LID Base items 1.000
60235700 EACH INLETS, TYPE A, TYPE 3 FRAME AND GRATE Base items 9.000
60237470 EACH INLETS, TYPE A, TYPE 24 FRAME AND GRATE Base items 1.000
60240210 EACH INLETS, TYPE B, TYPE 1 FRAME, OPEN LID Base items 1.000
60240220 EACH INLETS, TYPE B, TYPE 3 FRAME AND GRATE Base items 2.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 3,186.000
67100100 L SUM MOBILIZATION Base items 1.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 230.000
70300240 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" Base items 569.000
70300260 FOOT TEMPORARY PAVEMENT MARKING - LINE 12" Base items 139.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 132.300
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 21.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 416.500
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 3.100
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 230.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 569.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 139.000
X0322463 EACH CONNECTION TO EXISTING SEWER Base items 1.000
X6024240 EACH INLETS (SPECIAL) Base items 12.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 515.500
XX009398 EACH PIPE TEE, CLASS B PIPE, 12" PIPE WITH 12" RISER Base items 1.000
XX009399 EACH PIPE TEE, CLASS B PIPE, 24" PIPE WITH 12" RISER Base items 3.000
Z0000100 EACH ABANDON EXISTING CULVERT 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.