Home > Notice of Letting > Contract Detail

April 24, 2020 Letting 12:00 PM
194-87730

Bulletin Description

Construction of a multi-use trial from existing Great Western Trail to Pleasant Street. The project is located within the DeKalb County Forest Preserve District, in the City of Sycamore and unincorporated Dekalb County.
Region District DBE % VBP % Federal Project #
2 3 8.00 0.00 KLJK(070)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • DeKalb
  • GREAT
  • WESTERN
  • TRAIL
  • 18-P4006-01-BT
  • C-93-021-19
  • 0-01730-3003
Contract Specifics
80 Working Days
Previously advertised on March 06, 2020 (Item 181).
No More Contract Specifics

Ask Subscribe Questions and Answers (4 Submitted / 4 Answered ) Questions not accepted as of April 14, 2020 04:30 PM.

  • If the plans require a deck level construction methodology it is not feasible to place equipment large enough to handle an impact hammer on structures rated for H10 (10 Ton Loading). in order to reach each pile location for the structures to be built. The size of crane required to install piles on the longer structure would add significant cost in order to be able to reach from the 2 embankments. Please allow for vibratory pile driving from deck level with no impact driving requirement,
    A vibratory pile driving hammer may be used for a portion of the installation, but at a minimum, the minimum length of pile must be driven by impact hammer as noted in the specification. Both the west and east abutment locations may be accessed in order to install the steel pedestrian bridge structure. Access to the west abutment will involve a temporary crossing of a small tributary channel. Equipment and vehicles shall not enter the waterway, therefore if a temporary crossing is utilized, it shall span the waterway. (04/10/2020)

  • Will a vibratory pile driving hammer be considered an acceptable method of timber pile installation for deck level installation? Our company has built hundreds of projects throughout the USA and many in the Illinois area using this very same vibratory pile driving method for bridge, boardwalk, and retaining wall installations for park, trail, golf courses, nature preserves etc.
    A vibratory pile driving hammer may be used for a portion of the installation, but at a minimum, the minimum length of pile must be driven by impact hammer as noted in the specification. (04/09/2020)

  • Is there a reason this project does not have pay items for Regulated Substance Pre-Construction Plan, Regulated Substance Final Construction Report and Regulated Substance Monitoring? Also how many soil samples are expected to classify the material?
    An addendum will be issued. (04/09/2020)

  • Will the lumber species and treatment for the timber stringer bridges be allowed for the boardwalk? The Wood Post and Rail Spec calls for #1 Dense in ACA or CCA. #1 Dense isn't readily available. Will you allow #1 Grade treated with preservatives listed in AASHTO M133? This would include all the currently available/acceptable options. Thanks
    The boardwalk and Timber Stringer Bridges are manufacturer designed. The lumber and timber shall meet the requirements of AASHTO M 168 and the design requirements listed on the plans. Substitutions will be allowed as long as design requirements are met. For WOOD POST AND RAIL FENCE, #1 Grade wood treated with appropriate preservatives listed in AASHTO M133 is allowable. (04/08/2020)

Authorized Bidders

  • 1045 Civil Constructors, Inc.
    2283 Bus Hwy 20 East
    Freeport, IL 61032
    PO Box 750
    Freeport, IL 61032
    Phone: (815) 235-2200 Fax: (815) 235-2219 Email: civilestimating@civilinc.com
    $2,107,561.47 is not within a reasonable approximation of the Estimate

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $3,791,111.23

  • 1216 Copenhaver Construction, Inc.
    75 Koppie Dr
    Gilberts, IL 60136
    Phone: (847) 428-6696 Fax: (847) 428-6798 Email: copenhaverinc@yahoo.com
    $2,164,656.50

  • 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

  • 5570 Sjostrom & Sons, Inc.
    1129 Harrison Ave.
    Rockford, IL 61104
    Phone: (815) 226-0330 Fax: (815) 226-8868 Email: heavyhighway@sjostromconstruction.com
    $2,367,621.40

Non Bidders

  • 2341 Builders Paving, LLC
    (Pending Authorization)
    4413 W. Roosevelt Road
    Suite 108
    Hillside, IL 60162
    Phone: (847) 419-9000 Fax: (847) 419-9050 Email: ssalinas@builderspavingllc.com

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

  • 3494 Lorusso Cement Contractors, INC.
    (Pending Authorization)
    1090 Carolina Drive
    West Chicago, IL 60185
    Phone: (630) 231-9009 Fax: (630) 231-9083 Email: No Record

  • 0280 Peter Baker & Son Co.
    1349 Rockland Road
    Lake Bluff, IL 60044
    P.O. Box 187
    Lake Bluff, IL 60044
    Phone: (847) 362-3663 Fax: (847) 362-0707 Email: john@peterbaker.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

Pay Item # UOM Description Type Quantity Unit Price
XX008287 SQ FT BOARDWALK STRUCTURE Base items 1,320.000
XX009348 SQ FT TIMBER STRINGER RECREATION BRIDGE, LOCATION 1 Base items 416.000
XX009349 SQ FT TIMBER STRINGER RECREATION BRIDGE, LOCATION 2 Base items 240.000
X0320050 L SUM CONSTRUCTION LAYOUT (SPECIAL) Base items 1.000
X0322508 SQ FT PEDESTRIAN TRUSS SUPERSTRUCTURE Base items 2,410.000
X0325110 SQ YD BIAXIAL GEOGRID Base items 930.000
X0350805 EACH FOLD DOWN BOLLARDS Base items 1.000
X2020410 CU YD EARTH EXCAVATION (SPECIAL) Base items 2,300.000
X5091730 FOOT BRIDGE FENCE RAILING (SPECIAL) Base items 400.000
X6640302 FOOT CHAIN LINK FENCE REMOVAL (SPECIAL) Base items 365.000
Z0004002 EACH BOLLARDS Base items 2.000
Z0013797 SQ YD STABILIZED CONSTRUCTION ENTRANCE Base items 232.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 171.000
Z0076600 HOUR TRAINEES Base items 1,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 1,000.000 $15.00
Z0077900 FOOT WOOD POST AND RAIL FENCE Base items 40.000
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 3,130.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 505.000
20101000 FOOT TEMPORARY FENCE Base items 445.000
20101350 EACH TREE PRUNING (OVER 10 INCH DIAMETER) Base items 150.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 310.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 930.000
21101625 SQ YD TOPSOIL FURNISH AND PLACE, 6" Base items 6,200.000
25000115 ACRE SEEDING, CLASS 1B Base items 0.500
25000200 ACRE SEEDING, CLASS 2 Base items 0.500
25000312 ACRE SEEDING, CLASS 4A Base items 4.000
25000314 ACRE SEEDING, CLASS 4B Base items 0.500
25100630 SQ YD EROSION CONTROL BLANKET Base items 25,250.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 550.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,200.000
28000500 EACH INLET AND PIPE PROTECTION Base items 6.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 16.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 112.000
28200200 SQ YD FILTER FABRIC Base items 128.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 930.000
35102000 SQ YD AGGREGATE BASE COURSE, TYPE B 8" Base items 5,295.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 8,080.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 690.000
44000100 SQ YD PAVEMENT REMOVAL Base items 1,690.000
50200100 CU YD STRUCTURE EXCAVATION Base items 59.000
50300225 CU YD CONCRETE STRUCTURES Base items 22.000
50300300 SQ YD PROTECTIVE COAT Base items 415.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 29.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 9,950.000
51100300 SQ YD SLOPE WALL 6 INCH Base items 21.000
51200959 FOOT FURNISHING METAL SHELL PILES 14" X 0.312" Base items 240.000
51202305 FOOT DRIVING PILES Base items 240.000
51203200 EACH TEST PILE METAL SHELLS Base items 2.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 2.000
550B0050 FOOT STORM SEWERS, CLASS B, TYPE 1 12" Base items 282.000
550B0090 FOOT STORM SEWERS, CLASS B, TYPE 1 18" Base items 14.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 56.000
58700300 SQ FT CONCRETE SEALER Base items 118.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 63.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 4.000
60200105 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, OPEN LID Base items 1.000
60207605 EACH CATCH BASINS, TYPE C, TYPE 8 GRATE Base items 3.000
60220200 EACH MANHOLES, TYPE A, 4'-DIAMETER Base items 1.000
60255800 EACH MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID Base items 1.000
66400205 FOOT CHAIN LINK FENCE, 5' Base items 650.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 530.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 2.000
66901001 LSUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901003 LSUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 6.000
67100100 L SUM MOBILIZATION Base items 1.000
70102620 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 Base items 1.000
70102640 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701801 Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 24.000
72900100 FOOT METAL POST - TYPE A Base items 80.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 3,660.000
78001150 FOOT PAINT PAVEMENT MARKING - LINE 12" Base items 10.000
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.