Home > Notice of Letting > Contract Detail

January 17, 2020 Letting 10:00 AM
151-97688

Bulletin Description

Construction of a shared use path adjacent to IL 157 from Center Grove Road to MCT Nature Trail in Edwardsville.
Region District DBE % VBP % Federal Project #
5 8 15.00 0.00 RVHK(873)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Madison
  • FAP 592
  • 17-00111-00-BT (EDWARDSVILLE)
  • C-98-004-19
  • 0-01730-8007
  • 8-10652-0000
Contract Specifics
25 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (5 Submitted / 4 Answered ) Questions not accepted as of January 07, 2020 04:30 PM.

  • Bike Rail: The detail on plan sheet 15 prescribes the use of stainless steel all-thread rods. Given that the Bike Rail is galvanized, and it’s customary to install galvanized hardware with galvanized railings, will it be acceptable to provide galvanized all-threads for this installation. IF stainless steel anchors remain, please advise the rationale behind the decision to add a level of understanding to support the deviation from an ordinary installation and the additional cost.
    An addendum will be issued. (01/08/2020)

  • Bicycle Railing Special: RFI #1 Plan sheet 15 which shows the bike rail is not legible. Can this sheet be re-issued so the layout can be determined? RFI #2 Can you please confirm the pay quantity? The cross section(Pg 19) shows the box at appx 40' long but the railing stops several feet from the bottom. Please confirm. Thank You.
    An addendum will be issued. (01/07/2020)

  • The specifications call for detectable warnings to be cast iron. Cast Iron detectable warnings are not available in any color from suppliers. They are delivered plain cast iron. The specifications do not call for the detectable warnings to be any specific color, they only have to contrast from the adjacent sidewalk. Please verify no color will be required and plain cast iron surfacing will suffice.
    The cast iron detectable warning panels shall not be colored and shall be plain cast iron surface. (01/07/2020)

  • Why do the specs require an IL SE seal on shop drawings and calc's for the 4:1 sloped box culvert end section? The IDOT standard design is intended to avoid this added cost, if the end is dimensioned and reinforced per the IDOT drawing; even if the end is cast in segments, as these plan anticipate.
    The precast end section detail included in the plans was developed from the IDOT Bridge Office Standard Detail, but was modified slightly to fit the needs of this project and therefore doesn't fall under a "standard detail" any longer. The Contractor will need to have the precaster prepare shop drawings for the minor changes to the standard detail and will then need to have an IL SE seal the drawings with these modifications. (12/27/2019)

Authorized Bidders

  • 0338 Baxmeyer Construction, Inc.
    1034 Floraville Road
    Waterloo, IL 62298
    Phone: (618) 939-3000 Fax: (618) 939-4299 Email: estimator@baxmeyerconstruction.com
    $253,072.25

  • 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

  • 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
    $274,000.00

  • 3163 Kinney Contractors, Inc.
    19342 E. Frontage Rd.
    Raymond, IL 62560
    Phone: (217) 229-3322 Fax: (217) 229-3609 Email: kinney@roadbuilder.net
    $321,851.00

  • 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
    $316,828.55

  • 5802 Stutz Excavating, Inc.
    3837 Fosterburg Road
    Alton, IL 62002
    Phone: (618) 259-2485 Fax: (618) 259-2465 Email: No Record
    $434,522.35

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20100500 ACRE TREE REMOVAL, ACRES Base items 0.250
20200100 CU YD EARTH EXCAVATION Base items 445.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 100.000
20400800 CU YD FURNISHED EXCAVATION Base items 410.000
20800150 CU YD TRENCH BACKFILL Base items 10.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 1,267.000
21101805 SQ YD COMPOST FURNISH AND PLACE, 2" Base items 2,560.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 1,660.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 100.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 102.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 100.000
28000500 EACH INLET AND PIPE PROTECTION Base items 3.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 52.000
28200200 SQ YD FILTER FABRIC Base items 52.000
35100300 SQ YD AGGREGATE BASE COURSE, TYPE A 4" Base items 84.000
35100500 SQ YD AGGREGATE BASE COURSE, TYPE A 6" Base items 1,420.000
40201000 TON AGGREGATE FOR TEMPORARY ACCESS Base items 30.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 589.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 10,048.000
42400800 SQ FT DETECTABLE WARNINGS Base items 60.000
44000400 FOOT GUTTER REMOVAL Base items 40.000
44000600 SQ FT SIDEWALK REMOVAL Base items 340.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 25.000
54001001 EACH BOX CULVERT END SECTIONS, CULVERT NO. 1 Base items 1.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 1.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 1.000
54213675 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 30" Base items 2.000
542A0220 FOOT PIPE CULVERTS, CLASS A, TYPE 1 15" Base items 53.000
542A0229 FOOT PIPE CULVERTS, CLASS A, TYPE 1 24" Base items 22.000
542A0235 FOOT PIPE CULVERTS, CLASS A, TYPE 1 30" Base items 24.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 45.000
60240305 EACH INLETS, TYPE B, TYPE 10 FRAME AND GRATE Base items 1.000
60602800 FOOT CONCRETE GUTTER, TYPE B Base items 640.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 30.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 1.000
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 2.000
67100100 L SUM MOBILIZATION Base items 1.000
70102632 L SUM TRAFFIC CONTROL AND PROTECTION, STANDARD 701602 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 53.200
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 183.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 500.000
78001150 FOOT PAINT PAVEMENT MARKING - LINE 12" Base items 35.000
78001180 FOOT PAINT PAVEMENT MARKING - LINE 24" Base items 120.000
89500400 EACH RELOCATE EXISTING PEDESTRIAN PUSH-BUTTON Base items 2.000
X0322936 EACH REMOVE EXISTING FLARED END SECTION Base items 2.000
X1200050 FOOT BOX CULVERT REMOVAL Base items 30.000
X2500920 ACRE SEEDING, CLASS 1A (SPECIAL) Base items 0.500
X5091725 FOOT BICYCLE RAILING (SPECIAL) Base items 86.000
X7240600 EACH REMOVE AND RE-ERECT EXISTING SIGN Base items 3.000
Z0004002 EACH BOLLARDS Base items 2.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0016702 L SUM DETOUR SIGNING Base items 1.000
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 90.000
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.