Home > Notice of Letting > Contract Detail

January 15, 2021 Letting 12:00 PM
04A-QI063

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

Bulletin Description

Reconstruct Runway 4/22, Phase 1 (Construction)
Region District DBE % VBP % Federal Project #
4 6 12.00 0.00 3170085TBD
County(s) IL Project # Airport Sponsor City
  • Adams
 UIN 4834 Quincy Regional City of Quincy Quincy
Contract Specifics
A voluntary pre-bid meeting will be held on Monday, December 21, 2020 at 09:00 AM. Location Notes - Teleconference. Meeting Description - This meeting will be held by teleconference.  Call in to (224) 419-4630, Conference ID:  528 380 583#.  To receive a copy of the pre-bid meeting agenda, email your request to Wes Ioerger at CMT (wioerger@cmtengr.com).
The time limit to award this item has been changed from 45 days to 90 days after the scheduled letting.
174 Calendar Days
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Ask Subscribe Questions and Answers (27 Submitted / 27 Answered ) Questions not accepted as of January 05, 2021 04:30 PM.

  • Can the existing RCP pipe and structures being removed be broken down and placed in the disposal areas?
    Removed storm sewer pipes and structures shall be disposed of off-site. See 701-3.8 and 751-3.9. (01/06/2021)

  • Is there any know reinforcement in RW 18/36?
    Record drawings for the original construction of Runway 18/36 are not available. The presence / quantity of steel reinforcement is unknown. (01/06/2021)

  • What exactly is required to be done by the contractor with the Road User Agreement with Adams County?
    Questions regarding the requirements of the Road Use Agreement should be directed to the Gilmer Township Highway Commissioner, James Neisen at (217) 455-3499. (01/06/2021)

  • Since mobilization is included in the engineer field office item, how will the mobilization payments be handled as specified on page 8 in Special Provision For Subcontractor Mobilization Payments? Will the field office item be paid out at the percentages shown in the table?
    Mobilization costs shall not be included in the Engineer’s Field Office pay item. The Special Provision for Subcontractor Mobilization Payments does not apply to the Engineer’s Field Office pay item. Addendum A will include clarifying language for this item. (01/06/2021)

  • Can the DBE percentage be lowered? That is a high percentage for this project’s work items.
    The DBE percentage will not be lowered. (01/05/2021)

  • To clarify, the millings and removals from 1A and 1B will go to the North stockpile area? 1C and 2 will go to the West stockpile area?
    Correct. (01/05/2021)

  • are there boring logs available? how thick should we assume the topsoil is, both at the barrow sites, and for the RW improvements.
    The available geotechnical information will be included in the forthcoming Addendum A for reference. (01/05/2021)

  • Can some of the site work (Dirt Moving & Storm Sewer) (Non Paving Work) in phase 1C be done wile paving operations continue in phase 1B?
    No. See Sheet GC102, Note 4. (01/05/2021)

  • Is it anticipated that all the removed material from RW 36/18 we be placed in the west stockpile area? Is it anticipated that all fill material needed to fill in RW 36/18 will come from the West Borrow Area?
    Yes, it is anticipated that all of the removed material from Runway 18/36 can be placed in the west stockpile area. There is enough material in the west borrow area to backfill Runway 18/36. (01/05/2021)

  • Will topsoil placement be required once the borrow areas are complete and will they be seeded and if yes is the seeding paid for?
    The existing topsoil in the borrow areas will be stripped and stockpiled. The stockpiled topsoil will be spread over the disturbed area when work is complete. The borrow areas are located in farmed areas. No seeding / mulching will be necessary. (01/04/2021)

  • Can a bid item for Mobilization be added?
    Mobilization shall be considered incidental to the project. See paragraph 105-2 of the Specifications.” (01/04/2021)

  • If an effort to not cross runway 13/31 can both borrow areas be utilized for Phase 2?
    The north borrow area may be utilized for Phase 2 construction provided that Runway 13/31 remains open. (01/04/2021)

  • Is there a grading plan for the borrow areas? is topsoil placement in borrow area required once work in area is complete? Does seeding quantity for base bid and alternate include borrow area? If required is seeding of borrow area paid for?
    There is not a grading plan for the borrow areas. The existing topsoil in the borrow areas will be stripped and stockpiled. The stockpiled topsoil will be spread over the disturbed area when work is complete. The borrow areas are located in farmed areas. No seeding / mulching will be necessary. (01/04/2021)

  • Pay Item AR751952Adjust underdrain structure where are these structure located and how are they to be adjusted?
    This item was included to provide a method of payment for adjusting underdrain structures to the proposed grade. No specific structures are identified in the plans. (01/04/2021)

  • Can you provide more detail / a grading plan for the 2 Barrow areas. will we be disturbing the entire area shown? can all the dirt needed for the project be gotten from the 2 barrow areas / no Import dirt required.
    Grading plans for the borrow areas were not prepared. The borrow areas shown on the plans are schematic and delineate the outer limits of the areas that the Contractor has available. There is sufficient material within the borrow areas to construct the embankments. No import will be necessary. (01/04/2021)

  • RW 18/36 Removal CDOO1 shows 1" of Asphalt 8-9" cement concrete, & 7" Agg Base. Does the Agg base get removed as well and disposed of off site? The RW18-36 cross sections do not show this clearly?
    The aggregate base is to be removed and stockpiled on site. The removal and stockpiling will be paid under the embankment in place pay item. A typical section for Runway 18/36 will be provided in Addendum A. (01/04/2021)

  • For the Embankment in Place pay items how is this quantity calculated, are only the fill areas shown in the cross sections used to calculate the quantity for this pay item?
    The quantity of embankment in place was calculated by the average end area method using the cross-sectional areas provided in the plans. Cut, fill and HMA areas are indicated on the plans. Refer to the legend on the cross-section index sheets CG600 &CG700. (01/04/2021)

  • 1) Is there an anticipated start date? 2) In the excavated area of the cross section does the sf include the additional excavation for topsoil placement? 3) Is there a typical section for runway 18/36 4) is there base rock in the pavement structure for runway 18/36 and does it get removed?
    Here are the responses: 1) Is there an anticipated start date? A) Anticipated start date is May 1, 2021. 2) In the excavated area of the cross section does the sf include the additional excavation for topsoil placement? A) No. 3) Is there a typical section for runway 18/36 A) A typical section for Runway 18/36 will be provided in Addendum A. 4) is there base rock in the pavement structure for runway 18/36 and does it get removed? A) The Runway 18/36 section does include an aggregate base. The base is to be removed and will be paid as embankment in place. (01/04/2021)

  • Will the award be based on Base Bid amount or the Base Bid plus the Additive Alternate 1?
    As stated on Page 2 of the Notice to Bidders in the bid documents: 8. BIDDING REQUIREMENTS AND BASIS OF AWARD. When alternates are included in the proposal, the following shall apply: a. Additive Alternates (1) Bidders must submit a bid for the Base Bid and for all Additive Alternates. (2) Award of this contract will be made to the lowest responsible qualified bidder computed as follows: The lowest aggregate amount of (i) the Base Bid plus (ii) any Additive Alternate(s) which the Department elects to award. The Department may elect not to award any Additive Alternates. In that case, award will be to the lowest responsible qualified bidder of the Base Bid. (12/21/2020)

  • For the HMA Quality Assurance testing (performed by RPR), has the location of the QA lab been determined?
    The QA lab has not been selected at this time (12/17/2020)

  • Section 80-03 Would a project shutdown for COVID-19 and other related health situations also stop the accrual of calendar days charged to contractor?
    In accordance with Sections 80-06 and 80-07 of the Special Provisions, the project would either be temporarily shut down, which would stop the charging of calendar days, or, if the project is delayed due to reasons beyond the contractor's control, those calendar days would not be charged. (12/17/2020)

  • Please review the contract quantity for runway grooving for 130' wide grooving on RW 4-20 & RW 13-31; What are the working hours for the grooving which takes place after 30 day cure? Are the work hours the same in the runway intersection?
    The quantity of AR401640, Bituminous Pavement Grooving will be revised as part of Addendum A. Grooving within the intersection of the safety areas of Rwys 4/22 & 13/31 will need to be performed at night. The remainder of the grooving can take place during daytime. (12/15/2020)

  • Just to clarify: The two MIRL BASE MOUNTED lights in Bid Item AR 125510 are two relocated lights on new base.
    That is correct. (12/11/2020)

  • Am I correct that bid AR 125560 - Runway Distance Remaining Sign is just a new basecan?
    The runway distance remaining pay item will be for a new sign base only. The sign will be installed by others. (12/10/2020)

  • Will you please confirm that Modify Existing Sign Panel (bid AR 125470) is just painting the existing panels black?
    Correct. (12/10/2020)

  • Will you please confirm that the signs are LED, and that the MITLs and MIRLs are quartz?
    All guidance signs shall be LED. New MITLs are quartz. No new MIRLs are required. MIRLs shown on the plans will be relocated fixtures. (12/10/2020)

  • Sign size? The sign schedule shows size 1 but the sign detail shows size 2.
    Taxi Guidance signs shall be size 1. (12/10/2020)

Authorized Bidders

  • 2825 Illinois Valley Paving, a div of UCM, Inc.
    3151 Robbins Road
    Springfield, IL 62704
    P.O. Box 13420
    Springfield, IL 62791
    Phone: (217) 546-6192 Fax: (217) 546-1904 Email: IVP@ucm.biz
    Base $7,407,636.37
    Additive 1 $609,883.94

  • 1465 Diamond Construction Company
    2000 North 18th
    Quincy, IL 62301
    PO Box 3486
    Quincy, IL 62305
    Phone: (217) 222-3532 Fax: (217) 222-3080 Email: office@diamond1946.com

  • 1641 Emery Sapp & Sons, Inc.
    2301 I70 Drive NW
    Columbia, MO 65202
    Phone: (573) 445-8331 Fax: (573) 445-0226 Email: andy.baker@emerysapp.com
    Base $8,974,579.25
    Additive 1 $860,276.50

Non Bidders

  • 0642 Brown Electric Construction Co.
    1309 Watts Lane
    Quincy, IL 62305
    Phone: (217) 222-3483 Fax: (217) 222-7733 Email: No Record

  • 0720 Capitol Construction Group, LLC d/b/a Egizii Electric
    3009 Singer Avenue
    Springfield, IL 62703
    Phone: (217) 528-4001 Fax: (217) 528-1677 Email: pkeating@egiziielectric.com

  • 3382 Laser Electric, Inc.
    3611 S.W. Adams St.
    Peoria, IL 61605
    PO Box 5008
    Peoria, IL 61601
    Phone: (309) 693-2400 Fax: (309) 676-7732 Email: jason@laserelectricinc.com

  • 4741 Phoenix Corporation of the Quad Cities
    1006 Rosehill Rd
    Port Byron, IL 61275
    PO Box 445
    Rapids City, IL 61278
    Phone: (309) 523-3687 Fax: (309) 523-3752 Email: mdecap@phoenixcorp.org

  • 4991 Rees Construction Company of Quincy
    517 Kentucky
    Quincy, IL 62301
    P.O. Box 646
    Quincy, IL 62306
    Phone: (217) 222-0748 Fax: (217) 222-2613 Email: info@reesconstructionco.com

Pay Item # UOM Description Type Quantity Unit Price
AR108108 FOOT 1/C #8 5 KV UG CABLE Base items 2,910.000
AR108158 FOOT 1/C #8 5 KV UG CABLE IN UD Base items 3,800.000
AR108208 FOOT 2/C #8 5 KV UG CABLE Base items 175.000
AR108258 FOOT 2/C #8 5 KV UG CABLE IN UD Base items 3,500.000
AR108706 FOOT 1/C #6 COUNTERPOISE Base items 8,325.000
AR110102 EACH DUCT MARKER - IN PAVEMENT Base items 18.000
AR125100 EACH ELEVATED RETROREFLECTIVE MARKER Base items 4.000
AR125415 EACH MITL-BASE MOUNTED Base items 3.000
AR125417 EACH MITL-BASE MOUNTED IN SHOULDER Base items 7.000
AR125442 EACH TAXI GUIDANCE SIGN, 2 CHARACTER Base items 5.000
AR125444 EACH TAXI GUIDANCE SIGN, 4 CHARACTER Base items 2.000
AR125445 EACH TAXI GUIDANCE SIGN, 5 CHARACTER Base items 7.000
AR125446 EACH TAXI GUIDANCE SIGN, 6 CHARACTER Base items 1.000
AR125470 EACH MODIFY EXISTING SIGN PANEL Base items 1.000
AR125510 EACH MIRL, BASE MOUNTED Base items 2.000
AR125560 EACH RUNWAY DISTANCE REMAINING SIGN Base items 1.000
AR125565 EACH SPLICE CAN Base items 4.000
AR125901 EACH REMOVE STAKE MOUNTED LIGHT Base items 5.000
AR125904 EACH REMOVE TAXI GUIDANCE SIGN Base items 9.000
AR125941 EACH ADJUST STAKE MOUNTED LIGHT Base items 21.000
AR125942 EACH ADJUST BASE MOUNTED LIGHT Base items 8.000
AR125943 EACH ADJUST INPAVEMENT LIGHT Base items 3.000
AR125962 EACH RELOCATE BASE MOUNTED LIGHT Base items 26.000
AR150510 L SUM ENGINEER'S FIELD OFFICE Base items 1.000
AR152455 CU YD EMBANKMENT IN PLACE Base items 14,060.000
AR156520 EACH INLET PROTECTION Base items 14.000
AR156530 ACRE TEMPORARY SEEDING Base items 2.000
AR201660 FOOT BITUMINOUS CRACK REPAIR Base items 7,300.000
AR401610 TON BITUMINOUS SURFACE COURSE Base items 15,120.000
AR401640 SQ YD BITUMINOUS PAVEMENT GROOVING Base items 53,100.000
AR401650 SQ YD BITUMINOUS PAVEMENT MILLING Base items 63,800.000
AR403610 TON BITUMINOUS BASE COURSE Base items 20,760.000
AR501550 SQ YD PCC PAVEMENT MILLING Base items 2,000.000
AR603510 GALLON BITUMINOUS TACK COAT Base items 93,000.000
AR620520 SQ FT PAVEMENT MARKING-WATERBORNE Base items 33,615.000
AR620525 SQ FT PAVEMENT MARKING-BLACK BORDER Base items 4,000.000
AR620590 SQ FT TEMPORARY MARKING Base items 30,000.000
AR701515 FOOT 15" RCP, CLASS IV Base items 342.000
AR701518 FOOT 18" RCP, CLASS IV Base items 1,121.000
AR701900 FOOT REMOVE PIPE Base items 1,165.000
AR741415 EACH INLET-SPECIAL Base items 11.000
AR751900 EACH REMOVE INLET Base items 4.000
AR751952 EACH ADJUST UNDERDRAIN STRUCTURE Base items 2.000
AR901510 ACRE SEEDING Base items 21.000
AR904510 SQ YD SODDING Base items 4,250.000
AR908515 ACRE HEAVY-DUTY HYDRAULIC MULCH Base items 21.000
AS108158 FOOT 1/C #8 5 KV UG CABLE IN UD Additive 1 2,100.000
AS108706 L.F. 1/C #6 COUNTERPOISE Additive 1 750.000
AS125415 EACH MITL-BASE MOUNTED Additive 1 3.000
AS125417 EACH MITL-BASE MOUNTED IN SHOULDER Additive 1 7.000
AS125901 EACH REMOVE STAKE MOUNTED LIGHT Additive 1 53.000
AS125902 EACH REMOVE BASE MOUNTED LIGHT Additive 1 60.000
AS125904 EACH REMOVE TAXI GUIDANCE SIGN Additive 1 9.000
AS125907 PAIR REMOVE REILS Additive 1 1.000
AS125962 EACH RELOCATE BASE MOUNTED LIGHT Additive 1 2.000
AS152455 C.Y. EMBANKMENT IN PLACE Additive 1 18,490.000
AS156520 EACH INLET PROTECTION Additive 1 4.000
AS401900 SQ YD REMOVE BITUMINOUS PAVEMENT Additive 1 32,750.000
AS501120 S.Y. RUBBLIZE PAVEMENT Additive 1 32,750.000
AS620520 SQ FT PAVEMENT MARKING-WATERBORNE Additive 1 1,700.000
AS620525 SQ FT PAVEMENT MARKING-BLACK BORDER Additive 1 1,700.000
AS620900 SQ FT PAVEMENT MARKING REMOVAL Additive 1 1,000.000
AS901510 ACRE SEEDING Additive 1 11.500
AS908515 ACRE HEAVY-DUTY HYDRAULIC MULCH Additive 1 11.500
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.