Home > Notice of Letting > Contract Detail

March 05, 2021 Letting 12:00 PM
114-85704

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

Bulletin Description

Rehabilitate the bridge carrying Alpine Road over Forest Hills Road, 0.2 mile south of Windsor Road.
Region District DBE % VBP % Federal Project #
2 2 3.00 0.00 7K29(857)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Winnebago
  • FAP 412
  • 16-00620-00-BR
  • C-92-034-20
  • 2-10511-0000
Contract Specifics
Completion Date: November 19, 2021 Plus 5 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (14 Submitted / 13 Answered ) Questions not accepted as of February 23, 2021 04:30 PM.

  • Regarding steel Repair “E” on plan 45 & 47 - Plan 45 legend for repair “E” does not indicate “typical”. Other repairs, such as “C” are designated at each multiple repair location. However there is a “bold” line at all 30 pier bearing locations on plan 45 – does this “bold” line legend apply to repair “E” or to the “top cover plate repair” (plan 48)? Overall question – is there 1 each or 30 each repair “E” ?
    There is only 1 each of repair “E”. (02/22/2021)

  • In your response to the oil, you mentions SBS pg 64-28. This is not what you have on the plans. A poly vs non poly is a huge difference in my cost because of the oil price and amount of recycle I can put into the mix. So to be clear I’m disregarding the SBS 64-28 that was stated in the response and is more abundant, and bidding with the less abundant and not likely attainable pg 64-28. Correct?
    An addendum will be issued. (02/18/2021)

  • Is it the intent of the temporary sheet piling note on plan 15 (cut temp sheet piling min 1’ below subgrade) that the “temporary” sheeting must be abandoned in place and not extracted / removed / salvaged?
    The Contractor may elect to cut and leave the temporary sheet piling in place or extract/remove/salvage after the Engineer determines it is no longer needed per special provisions and standard specifications. The note on sheet 15 of 109 (cut temporary sheet piling min. 1’ below subgrade) is only applicable when the temporary sheeting is left in place. (02/17/2021)

  • Given the overall staging, scope of painting, and scope of bridge work, completion of all concrete work by OCT 01, 2021 is difficult to achieve (special provision page 1). Please consider extending the concrete work completion date to the project completion date of NOV 19 to avoid unnecessary acceleration costs.
    An addendum will be issued. (02/17/2021)

  • So are we just going to bid knowing there will be a change order because a PG64-28 isn't readily available, especially at the tonnage that this job is calling for.
    As of January 15, 2021, there are multiple producers of SBS PG 64-28 listed on IDOT’s qualified producer list. Substitution of an equal or better asphalt material may be allowed during construction with prior approval from IDOT’s Bureau of Materials. (02/16/2021)

  • On the fixed bearings at Pier 2 shown on plan sheet 49, the proposed bearing top plate is attached to the existing bottom girder flange with a weld, however it is shown as a shop weld. Is it the intent of the Department that this is a field weld?
    An addendum will be issued. (02/16/2021)

  • Regarding pay item “conc removal” - This includes the abutment backwalls, but also conc superstructure removal. Decks are typically measured “lump sum” to avoid measurement and quantity issues – could the deck be removed from this pay item & changed to “removal of existing concrete deck” paid as lump sum?
    The existing deck removal shall remain paid under the Concrete Removal (cu.yd.) pay-item as shown on the plans. A special provision will be added to clarify limits and measurements. (02/16/2021)

  • Regarding pay item “conc removal” - per “schedule of quantities” on plan sheet 09, bridge approach slab removal is included in “pavement removal”. But plan sheet 44 includes “conc removal” quantity for appr slabs in “conc removal” pay item? Please consider adding “approach slab removal” per SY for this work in lieu of “concrete removal” or “pavement removal”.
    An addendum will be issued. (02/16/2021)

  • How is the removal of the existing HMA wearing surface being paid for on the existing structure?
    An addendum will be issued. (02/16/2021)

  • Please clarify details regarding abutment excavation and protection, reference plan 33 & 54: • The foam width is different, 10.5’ vs 6.85’ • Backslopes are different, 1.49:1 vs 1:1 • Overall excavation length varies, 37’ vs 25’ • Plan 30 - Are all sheets beyond 40’ incidental (to a LS item)? The 6’ tall sheets shown on the plan appear to be in the plan quantity for temp sheeting (SF) • Plan 33 refers to “transition sheets” – please define ‘transition sheets’, and the length of that wall
    On pg. 33 of 109, Section A-A is cut along CL roadway. On pg. 54 of 109, Section thru semi-integral abutment is right angles to the back of abutment as shown on the plans. This results in different slopes & lengths on these details. Only the Transition Sheets denoted by ** on sheet 33 are paid as L SUM under the pay-item Geotechnical Reinforcement. Yes, the 6' tall sheets have been included for payment for Temporary Sheet Piling (SQ FT) along the stage line transition but beyond the ** region. The 23'-11” (Sheet 33, Section A-A) run of “Transition Sheet” piling is a minimum run along CL Roadway to install an estimated length of reinforcement straps. If the Geotechnical designer can satisfy the code requirements within the 40' “Max Cut + Transition” run, then ** = 0. If the Geotechnical designer requires additional strap length, then ** = the length required to install longer straps and would be deducted from the “Min Cut” run in the 4 quadrants. (02/16/2021)

  • Do we nee to attach the Geotechnical Reinforcement behind the abutments (see sheet 54 - Abutment Backfill Details) to the backwall or can we just place the Geotechnical Reinforcement behind the backwall without attaching them to the backwall?
    The Geotechnical Reinforcement shall be attached to the backwall and shall be designed for the pressure/forces indicated on the plans (sheet 54 of 109). This connection shall follow the Geotechnical Reinforcement special provision (pgs. 7-12). (02/08/2021)

  • What is the required permanent sheet piling section modulus for the placement under the abutment wing walls
    An addendum will be posted. (02/08/2021)

  • Reference plan page 56, the note coordinating segmental wall with form liner and color of bridge parapet. We don’t find form liner and color for bridge parapet.
    An addendum will be issued. (02/04/2021)

Authorized Bidders

  • 1045 Civil Constructors, Inc. d/b/a/ Helm Civil
    2283 Bus Hwy 20 East
    Freeport, IL 61032
    PO Box 750
    Freeport, IL 61032
    Phone: (815) 235-2200 Fax: (815) 235-2219 Email: civilestimating@helmgroup.com
    $4,678,451.06

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com

  • 2779 ICC Group Inc.
    39W866 Fabyan Parkway
    Elburn, IL 60119
    Phone: (630) 232-7280 Fax: (630) 232-7281 Email: estimating@icceo.com
    $5,072,000.00

  • 3706 Martin & Company Excavating
    2456 E. Pleasant Grove Road
    Oregon, IL 61061
    P.O. Box 443
    Oregon, IL 61061
    Phone: (815) 732-2422 Fax: (815) 732-2092 Email: info@martincoinc.net
    $7,263,216.11

  • 5570 Sjostrom & Sons, Inc.
    1129 Harrison Ave.
    Rockford, IL 61104
    Phone: (815) 226-0330 Fax: (815) 226-8868 Email: heavyhighway@sjostromconstruction.com

Non Bidders

  • 0345 Atsalis Brothers Painting Co.
    24595 Groesbeck Highway
    Warren, MI 48089
    Phone: (586) 790-0123 Fax: No Record Email: gmanous@atsalisbros.com

  • 1305 Curran Contracting Company
    286 Memorial Court
    Crystal Lake, IL 60014
    Phone: (815) 455-5100 Fax: (815) 455-7894 Email: estimating@currancontracting.com

  • 1799 Fischer Excavating, Inc.
    1567 Heine Rd.
    Freeport, IL 61032
    Phone: (815) 233-3232 Fax: (815) 235-7557 Email: tgilbertson@fischerinc.com

  • 2657 Home Towne Electric, Inc.
    35220 Rt 83
    Lake Villa, IL 60046
    P.O. Box 863
    Lake Villa, IL 60046
    Phone: (847) 223-2800 Fax: (847) 223-7577 Email: No Record

  • 4677 Path Construction Company, Inc.
    (Pending Authorization)
    125 E. Algonquin Road
    Arlington Heights, IL 60005
    Phone: (847) 997-9147 Fax: (847) 398-7101 Email: PSowa@pathcc.com

  • 5112 Rock Road Companies, Inc.
    301 W B-R Townline Road
    Janesville, WI 53546
    P.O. Box 1818
    Janesville, WI 53547
    Phone: (608) 752-8944 Fax: (608) 365-1113 Email: bids@rockroads.com

Pay Item # UOM Description Type Quantity Unit Price
20400800 CU YD FURNISHED EXCAVATION Base items 1,736.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 10,698.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 10,698.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 200.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 24.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,975.000
28000500 EACH INLET AND PIPE PROTECTION Base items 9.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 4,077.000
35101800 SQ YD AGGREGATE BASE COURSE, TYPE B 6" Base items 346.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 7,189.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 719.000
40701941 SQ YD HOT-MIX ASPHALT PAVEMENT (FULL-DEPTH), 13" Base items 3,194.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 40.000
42000070 SQ YD PAVEMENT CONNECTOR (HMA) FOR BRIDGE APPROACH SLAB Base items 349.000
44000100 SQ YD PAVEMENT REMOVAL Base items 3,418.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 1,366.000
44003100 SQ FT MEDIAN REMOVAL Base items 6,516.000
50102400 CU YD CONCRETE REMOVAL Base items 639.500
50104000 FOOT BRIDGE RAIL REMOVAL Base items 493.000
50157300 SQ YD PROTECTIVE SHIELD Base items 1,493.000
50200100 CU YD STRUCTURE EXCAVATION Base items 1,067.000
50300225 CU YD CONCRETE STRUCTURES Base items 271.100
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 676.800
50300260 SQ YD BRIDGE DECK GROOVING Base items 2,036.000
50300300 SQ YD PROTECTIVE COAT Base items 2,558.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 190.200
50500305 L SUM ERECTING STRUCTURAL STEEL Base items 1.000
50500405 POUND FURNISHING AND ERECTING STRUCTURAL STEEL Base items 2,004.000
50500505 EACH STUD SHEAR CONNECTORS Base items 12,080.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 253,030.000
50800515 EACH BAR SPLICERS Base items 2,246.000
51500100 EACH NAME PLATES Base items 1.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 40.000
52100520 EACH ANCHOR BOLTS, 1" Base items 100.000
52200010 SQ FT TEMPORARY SHEET PILING Base items 6,926.000
52200015 SQ FT PERMANENT SHEET PILING Base items 660.000
52200800 SQ FT SEGMENTAL CONCRETE BLOCK WALL Base items 894.000
54248510 CU YD CONCRETE COLLAR Base items 0.860
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 12.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 959.000
59000200 FOOT EPOXY CRACK INJECTION Base items 644.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 140.000
60260100 EACH INLETS TO BE ADJUSTED Base items 2.000
60609800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-6.18 Base items 54.000
60610400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-6.24 Base items 1,193.000
60619910 SQ FT CONCRETE MEDIAN, TYPE SB-6.18 Base items 5,013.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 737.500
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 3.000
63200310 FOOT GUARDRAIL REMOVAL Base items 1,135.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 193.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 3.000
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 9.000
67100100 L SUM MOBILIZATION Base items 1.000
70300904 FOOT PAVEMENT MARKING TAPE, TYPE IV 4" Base items 12,953.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 2,162.500
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 1,812.500
70600250 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3 Base items 2.000
70600350 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 3 Base items 2.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 31.200
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 840.000
78000500 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 8" Base items 180.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 47.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 288.000
81500100 EACH GULFBOX JUNCTION Base items 3.000
83600300 FOOT LIGHT POLE FOUNDATION, 30" DIAMETER Base items 22.000
84200804 EACH REMOVAL OF POLE FOUNDATION Base items 3.000
X0324915 EACH RELOCATE LIGHTING UNITS AND POLES Base items 3.000
X0325391 CU YD EXPANDED POLYSTYRENE FILL Base items 196.000
X2020410 CU YD EARTH EXCAVATION (SPECIAL) Base items 813.000
X2500920 ACRE SEEDING, CLASS 1A (SPECIAL) Base items 2.000
X6023840 EACH REMOVE AND RELOCATE INLETS Base items 4.000
X6061930 SQ FT CONCRETE MEDIAN, TYPE SB-6.18 (MODIFIED) Base items 1,342.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 4,317.000
X7040125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 575.000
Z0001903 POUND STRUCTURAL STEEL REMOVAL Base items 412,955.000
Z0001905 POUND STRUCTURAL STEEL REPAIR Base items 9,672.000
Z0003802 EACH REMOVAL OF EXISTING BEARINGS Base items 50.000
Z0007101 L SUM CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 1 Base items 1.000
Z0010501 L SUM CLEANING AND PAINTING STEEL BRIDGE NO. 1 Base items 1.000
Z0012754 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES) Base items 142.000
Z0012755 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH GREATER THAN 5 INCHES) Base items 2.500
Z0013797 SQ YD STABILIZED CONSTRUCTION ENTRANCE Base items 171.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0018002 EACH DRAINAGE SCUPPERS, DS-11 Base items 4.000
Z0024475 EACH TUBULAR MARKER Base items 140.000
Z0028416 L SUM GEOTECHNICAL REINFORCEMENT Base items 1.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 317.000
Z0065700 SQ YD SLOPE WALL REPAIR Base items 17.000
Z0076600 HOUR TRAINEES Base items 1,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 1,000.000 $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.