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Home > Notice of Letting > Contract Detail

March 05, 2021 Letting 12:00 PM
097-61G81

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

Bulletin Description

Pavement reconstruction, storm sewer, sidewalks and pavment markings on 123rd Street from 76th Avenue to Harlem Avenue in Palos Heights.
Region District DBE % VBP % Federal Project #
1 1 20.00 0.00 0M80(991)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Cook
  • FAU 1710
  • 15-00053-00-PV (PALOS HEIGHTS)
  • C-91-423-15
  • 1-21813-0000
Contract Specifics
100 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (3 Submitted / 3 Answered ) Questions not accepted as of February 23, 2021 04:30 PM.

  • Are Fine and Coarse aggregate materials according to articles 1003.04 and 1004.05 allowed for trench backfill?
    Yes, the fine and coarse aggregate materials for trench backfill per 1003.04 and 1004.05 are allowed. (02/25/2021)

  • The trench backfill special provision page 11, calls for 6" of CA9 or CA10 as temporary surface. Will CA6 be allowed as temporary surface? Will the temporary surface be paid for as trench backfill?
    CA6 will not be allowed for the temporary surface per the special provision. How the temporary surface will be paid for depends on the method of construction. If the trenches are done prior to the removal of the pavement, the temporary surface will be paid for using Pay Item 40201000 Aggregate for Temporary Access. If the trenches are done after the removal of the pavement, the temporary surface is not required. (02/25/2021)

  • The rigid pipe installation detail on sheet #30 shows 12" of initial backfill. What is the gradation of this material and is it required for both the Water Main and Storm Sewer? What is the gradation of the bedding and haunching material?
    The material for bedding, haunching, and initial backfill shall be wet coarse aggregate or moist fine aggregate and shall meet the specifications of the Standard Specifications for Road and Bridge Construction. The aggregate material gradation shall be CA-6, CA-9, CA-10, CA-18, FA-1, FA-2, FA-5, FA-6, FA-10, or FA-21. (02/25/2021)

Authorized Bidders

  • No authorized bidders

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20101100 EACH TREE TRUNK PROTECTION Base items 43.000
20101200 EACH TREE ROOT PRUNING Base items 13.000
20200100 CU YD EARTH EXCAVATION Base items 3,925.000
20800150 CU YD TRENCH BACKFILL Base items 414.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 1,947.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 12,137.000
21400100 FOOT GRADING AND SHAPING DITCHES Base items 3,880.000
25200110 SQ YD SODDING, SALT TOLERANT Base items 12,137.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 10.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 379.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 230.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 3,493.000
28000510 EACH INLET FILTERS Base items 31.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 12,137.000
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 651.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 7,780.000
31101200 SQ YD SUBBASE GRANULAR MATERIAL, TYPE B 4" Base items 305.000
40201000 TON AGGREGATE FOR TEMPORARY ACCESS Base items 500.000
40300200 TON BITUMINOUS MATERIALS (PRIME COAT) Base items 0.130
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 3,114.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 2,696.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 1,041.000
42300100 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 5 INCH Base items 298.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 2,735.000
42400800 SQ FT DETECTABLE WARNINGS Base items 40.000
44000100 SQ YD PAVEMENT REMOVAL Base items 7,918.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 1,500.000
48101500 SQ YD AGGREGATE SHOULDERS, TYPE B 6" Base items 975.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 962.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 16.000
550A0340 FOOT STORM SEWERS, CLASS A, TYPE 2 12" Base items 732.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 1,003.000
56103000 FOOT DUCTILE IRON WATER MAIN 6" Base items 149.000
56103300 FOOT DUCTILE IRON WATER MAIN 12" Base items 2,359.000
60108204 FOOT PIPE UNDERDRAINS, TYPE 2, 4" Base items 2,761.000
60200805 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 8 GRATE Base items 14.000
60236200 EACH INLETS, TYPE A, TYPE 8 GRATE Base items 10.000
60300105 EACH FRAMES AND GRATES TO BE ADJUSTED Base items 7.000
60500040 EACH REMOVING MANHOLES Base items 13.000
67100100 L SUM MOBILIZATION Base items 1.000
70102621 EACH TRAFFIC CONTROL AND PROTECTION, STANDARD 701501 Base items 1.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 144.000
K0036120 SQ YD MULCH PLACEMENT 4" Base items 115.000
X0323449 EACH REMOVE EXISTING WATER VALVE Base items 7.000
X5610746 EACH WATER MAIN LINE STOP 6" Base items 15.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
XX000052 FOOT REMOVE EXISTING WATERMAIN Base items 200.000
XX003424 EACH CONNECTION TO EXISTING STRUCTURE Base items 1.000
XX007091 SQ YD STABILIZED TURF SHOULDER Base items 975.000
XX009443 EACH GATE VALVE 6" WITH VAULT, 5' DIAMETER Base items 7.000
Z0004510 SQ YD HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 3" Base items 1,185.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 50.000
Z0042200 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT SURFACE REMOVAL Base items 382.000
Z0056900 FOOT SANITARY SEWER 8" Base items 80.000
Z0073510 EACH TEMPORARY TRAFFIC SIGNAL TIMING Base items 1.000
Z0076600 HOUR TRAINEES Base items 500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 500.000 $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.