Illinois Department of Transportation
Omer Osman, Secretary
Omer Osman, Secretary
State of Illinois
Governor JB Pritzker
Governor JB Pritzker
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Notice of Letting
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Contract Detail
July 31, 2020 Letting 12:00 PM
03A-WI058
Bulletin Description
Terminal Ramp Rehabilitation
| Region | District | DBE % | VBP % | Federal Project # |
|---|---|---|---|---|
| 5 | 9 | 2.00 | 0.00 | 3170065TBD |
| County(s) | IL Project # | Airport | Sponsor | City |
|---|---|---|---|---|
|
MWA 4829 | Veterans Airport of Southern Illinois | Williamson County Airport Authority | Marion |
| Contract Specifics |
|---|
| A voluntary pre-bid meeting will be held on Tuesday, July 21, 2020 at 11:00 AM in the Veterans Airport of Southern Illinois at 10400 Terminal Drive, Marion, IL 62959. Location Notes - Airport Administration Office Board Room. Meeting Description - For engineering information, contact Matt Wiggins of Clarida & Ziegler Engineering at (618) 993-6411. (please note that this phone number was updated on 7/7 at 11:36 AM). |
| The time limit to award this item has been changed from 45 days to 90 days after the scheduled letting. |
| 50 Calendar Days |
| No More Contract Specifics |
Ask Subscribe Questions and Answers (2 Submitted / 2 Answered ) Questions not accepted as of July 21, 2020 04:30 PM.
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What are the dimensions of the joint sealant and joint filler on the slab replacement detail on sheet 6 and the spall repair detail on sheet 8?
Joint sealant dimensions have been added to revised sheet 6. Existing ramp joints are ½” wide and shall be re-sealed per “EXISTING CONCRETE JOINT CLEANING AND SEALING” detail table shown on sheet 8. Spall repair joints shall be re-sealed per same table. See Addendum A for revised Sheet 6. (07/10/2020)
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The "CONCRETE SLAB REPLACEMENT PLAN VIEW" detail on Sheet 6 shows dowel bars at 30" spacing and tie bars at 15" spacing, but the legend with that detail lists dowel bars at 15" and tie bars at 30". Please clarify the spacing of tie bars and dowel bars. Also, what is the length of the tie bars?
The “CONCRETE SLAB REPLACEMENT PLAN VIEW” inadvertently switched the spacing dimensions for dowel and tie bars. The legend shows the correct spacing. Dowel bar spacing shall be 15” and tie bar spacing shall be 30”. Tie bar length shall be 30”. See Addendum A for revised Sheet 6. (07/07/2020)
Authorized Bidders
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5306 Samron Midwest Contracting, Inc.
PO Box 1555
Murphysboro, IL 62966
Phone: (618) 687-5500 Fax: (618) 684-9341 Email: info@samron.com
$374,272.50
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5550 E. T. Simonds Construction Company
1500 N Oakland Ave
PO Box 2107
Carbondale, IL 62902
PO Box 2107
Carbondale, IL 62902
Phone: (618) 457-8191 Fax: (618) 549-0131 Email: jjones@etsimonds.com
$537,258.09
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5526 Sierra Bravo Contractors, LLC
7038 Highway 154
P.O. Box 130
Sesser, IL 62884
PO Box 130
Sesser, IL 62884
Phone: (618) 625-3456 Fax: (618) 625-6516 Email: engineering@sierrabravocontractors.com
Non Bidders
- No requests received
| Pay Item # | UOM | Description | Type | Quantity | Unit Price | ||
|---|---|---|---|---|---|---|---|
| AR150510 | L SUM | ENGINEER'S FIELD OFFICE | Base items | 1.000 | |||
| AR150520 | L SUM | MOBILIZATION | Base items | 1.000 | |||
| AR150530 | L SUM | TRAFFIC MAINTENANCE | Base items | 1.000 | |||
| AR501509 | SQ YD | 9" PCC PAVEMENT | Base items | 97.000 | |||
| AR501515 | S.Y. | 15" PCC PAVEMENT | Base items | 429.000 | |||
| AR501909 | S.Y. | 9" PCC PAVEMENT REMOVAL | Base items | 97.000 | |||
| AR501915 | S.Y. | 15" PCC PAVEMENT REMOVAL | Base items | 429.000 | |||
| AR605540 | FOOT | CLEAN & SEAL JOINTS | Base items | 29,300.000 | |||
| AR605541 | FOOT | CLEAN & SEAL CRACKS | Base items | 225.000 | |||
| AR620520 | SQ FT | PAVEMENT MARKING-WATERBORNE | Base items | 770.000 | |||
| AR801358 | S.F. | SPALL REPAIR | Base items | 361.000 | |||
| No More Pay Items | |||||||