Home > Notice of Letting > Contract Detail

January 21, 2022 Letting 12:00 PM
002-62H49

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

Bulletin Description

(0.989-Mile) Bridge new deck, widening, bridge repair scour mitigation and lighting in the City of Countryside and the Villages of Willow Springs, Justice and Hodgkins.
Region District DBE % VBP % Federal Project #
1 1 17.00 0.00 NHPP6T0L(343)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Cook
  • FAP 330
  • 2018-133-BR
  • C-91-259-19
  • 1-79430-0000
Contract Specifics
Project Labor Agreement
Completion Date: October 01, 2023 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (16 Submitted / 16 Answered ) Questions not accepted as of January 11, 2022 04:30 PM.

  • Please clarify the General Note in Addendum 2 pertaining to the statement regarding "at areas within 5 ft of supports". Does this mean that the top flange of the steel beams/girders have a potential lead paint primer in areas 5 feet from the supports (i.e piers, abutments) and areas outside of this (i.e. quarterspan, midspan, etc) are not anticipated to have a paint system on top of the flange.
    Yes, it is believed that it is unlikely there is any paint on the top flange since there were studs on the top flange in the positive moment areas in the original construction. However, it is not an absolute certainty. The area that may possibly have some lead based primer is the area within 5 ft of supports, due to an older policy that is no longer followed. (01/12/2022)

  • The contract plan details for the slope wall repair work (Z0065700) are shown for the south abutment of the south bridge (Sht 171) and the north abutment of the north bridge (Sht 285). The remaining 2 abutments, 1 at each bridge are not shown. It is understood that the areas are not limited to the areas shown and shall be determined in the field, however the quantities depicted do not nearly account to the plan quantity. Please clarify the representation of the plan quantity.
    The repair areas shown in the plans are from the Bridge Condition Reports dated Jan. 2019 for the south bridge and Feb. 2019 for the north bridge. It is believed the inspections occurred over 1 year prior to those dates. Historically repair areas identified in construction are larger than those identified during the bridge inspections quantities. The plan quantities represent this experience. (01/12/2022)

  • Addendum A revised plan sheet 101 and referred the light pole information to the structural drawings. Those drawings do not provide anchor bolt diameter size. Please provide.
    Anchor bolt diameter shall be 1" diameter. (01/12/2022)

  • Drawing 250 indicates a cover plate repair at 18 locations. However, no locations are shown. Similar to drawings 154-156, please provide a plan view for each location for the steel repair shown on drawing 250.
    We believe that the information provided on sheet 250, particularly the Plate Thickness Table, provides adequate location information. (01/12/2022)

  • Please confirm if there is to be any type of stone base under the areas of proposed temporary pavement. If so, please provide details and a method of payment.
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/10/2022)

  • Please provide the plan limits of protective shield for SN016-2468 -- a quantity is provided in its Bill of Material, however details for its limits have not been provided on its General Plan sheet.
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/07/2022)

  • The Contract Drawings indicate on Sheet 190 that temporary rail crossings will be required for access for the work at Pier 25. The Contract Specifications indicate that temporary crossings for the contactor will be constructed and removed at the expense of the contractor. Please clarify (if it is known) if the actual installation and removal of these temporary crossings will be the responsibility of the railroad (or a subcontractor of theirs) or this project's contractor.
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/07/2022)

  • Contract Drawings Sheets 65 and 73 indicates a PR VEGETATED SWALE per Detail DU-1. Please clarify the method of payment for this work as this is an area that is outside of any other earthwork that is shown.
    The proposed vegetated swale work is paid for by Earth Excavation and Seeding Class 4A. The seeding is shown on the Pavement Marking, Signing & Landscape plans on plan sheet 79. There are 888 cubic feet (33 cubic yards) of Earth Excavation that are included in the project quantities to account for the proposed vegetated swale. (01/07/2022)

  • Please provide a breakout of quantities & required depths for X1200247 TURBIDITY CURTAIN 1,350 SY at their 3 locs (2 at the Chicago Sanitary & Ship Canal, & 1 at the Des Plaines River). The contract plans provide lengths of 244', 194', and 298', but no depths are provided. The contract specs state "The bottom of the curtain shall reach the bottom of the waterway using 1 or 2 vertical sections as required."
    For the purpose of the Turbidity Curtain quantity calculation the depth of the Chicago Sanitary and Ship Canal is 19.38 feet (6.46 yards), and the Des Plaines River is 12.27 feet (4.09 yards). Therefore, the calculated Turbidity Curtain area for the Chicago Sanitary and Ship Canal is approximately 943.16 square yards (((244+194)/3)*6.46) and the Turbidity Curtain area for the Des Plaines River is approximately 406.3 square yards ((298/3)*4.09). (01/07/2022)

  • The completion date for this contract is October 01,2023, meaning that this project will be ongoing during the 2022-2023 winter season. Please clarify the intent and/or requirements for construction staging/traffic staging for this contract during that winter.
    Construction staging stays in place during winter. (01/07/2022)

  • On plan pages 60-62 sign panel details the detail on mounting states overhead. The maintenance of traffic plans page 55,57,59 looks to be ground mount, can this be clarified. The signs on the 3 pages in questioned are they all temp info signing?
    The label on the detail is incorrect. The intention was for the signs to be ground mounted. We did not want to impact the overhead sign structures aside from covering existing signs were called out. The signs on pages 55, 57 and 59 are to be paid for as temp info signing. (01/07/2022)

  • For the 3 in-stream work locations requiring Cofferdams Ty-2 and rip-rap scour protection work, please provide the most recent channel information (i.e. cross-section data/graphs/sketches, etc, at both the Chicago Sanitary and Ship Canal and the Des Plaines River). This is information needed for the cofferdams and the turbidity curtains.
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/07/2022)

  • The Contract Drawings (typical roadway sections, roadway plans, etc) do not provide any reference for Items 31101100 SUB GRAN MAT B and 31101400 SUB GRAN MAT B 6. Please clarify where these items of work are being utilized.
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/07/2022)

  • The earthwork schedule of quantities in the contract drawings on sheet 16 do not represent the entirety of the contract quantities for the earthwork, as the table is only for the south crossover. Please provide additional information for the work that was not shown on this sheet (i.e. earthwork schedules/tables, etc).
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/07/2022)

  • SN 016-2467 indicates the presence of lead with the paint system on the existing steel in the general notes, however SN 016-2468 does not seem to have this note. Please confirm if lead is also a concern for SN 016-2468. Please also confirm if the top flanges of the structural steel of these two bridges have a coating of lead paint upon them. If so, please also clarify how the removal of the spot locations of lead paint for the installation of the proposed shear studs is paid for.
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/04/2022)

  • If they are available, please provide as-built drawings for the existing bridge structures - SN 016-2467 and SN 016-2468.
    The Department is in the process of compiling the requested information and will post it to the additional information folder on the website. Contractors should monitor the website for the updated information. (12/20/2021)

Authorized Bidders

  • 1552 Dunnet Bay Construction Company
    115 N. Brandon Drive
    Glendale Heights, IL 60139
    Phone: (630) 539-1200 Fax: (630) 539-4171 Email: estimating@dunnetbay.net
    $21,386,752.52

  • 0204 Areatha Construction Co., Inc.
    410 E. North Avenue
    Streamwood, IL 60107
    Phone: (630) 830-9853 Fax: (630) 830-9856 Email: areathaconstco@sbcglobal.net

  • 1320 D. Construction, Inc.
    1488 So. Broadway
    Coal City, IL 60416
    Phone: (815) 634-2555 Fax: (815) 634-8748 Email: bids@dconstruction.com

  • 4657 F. H. Paschen, S.N. Nielsen & Associates LLC
    5515 N. East River Road
    Chicago, IL 60656
    Phone: (773) 444-3474 Fax: (773) 693-0064 Email: jvickers@fhpaschen.com
    $23,237,899.74

  • 2166 Granite Construction Company
    585 West Beach Street
    Watsonville, CA 95076
    2215 Sanders Road
    Suite 400
    Northbrook, IL 60062
    Phone: (847) 919-8200 Fax: (847) 272-5930 Email: gmcivilestimating@gcinc.com
    $22,513,115.18

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net

  • 2779 ICC Group Inc.
    39W866 Fabyan Parkway
    Elburn, IL 60119
    Phone: (630) 232-7280 Fax: (630) 232-7281 Email: estimating@icceo.com
    $21,941,000.00

  • 3042 Judlau Contracting, Inc.
    1011 Warrenville Road
    Suite 475
    Lisle, IL 60532
    Phone: (630) 387-6040 Fax: (331) 777-5771 Email: chicago@judlau.com
    $24,673,074.31

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $23,283,569.35

  • 5842 Superior Construction Co., Inc.
    1455 Louis Sullivan Drive
    Portage, IN 46368
    Phone: (219) 787-0850 Fax: (219) 763-9998 Email: MWEstimating@superiorconstruction.com

  • 6344 Walsh Construction Company II, LLC
    929 West Adams Street
    Chicago, IL 60607
    Phone: (312) 563-5400 Fax: (312) 563-5447 Email: WalshMidwestTransportationEstimating@walshgroup.com
    $25,201,102.25

Non Bidders

  • 1216 Copenhaver Construction, Inc.
    (Pending Authorization)
    75 Koppie Dr
    Gilberts, IL 60136
    Phone: (847) 428-6696 Fax: (847) 428-6798 Email: copenhaverinc@yahoo.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

  • 5832 Sumit Construction Co., Inc.
    (Pending Authorization)
    4150 W. Wrightwood Ave
    Chicago, IL 60639
    Phone: (773) 276-4600 Fax: (773) 276-4644 Email: No Record

Pay Item # UOM Description Type Quantity Unit Price
20101000 FOOT TEMPORARY FENCE Base items 1,529.000
20200100 CU YD EARTH EXCAVATION Base items 1,515.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 168.000
20400800 CU YD FURNISHED EXCAVATION Base items 165.000
20800150 CU YD TRENCH BACKFILL Base items 36.000
21101625 SQ YD TOPSOIL FURNISH AND PLACE, 6" Base items 6,396.000
25000210 ACRE SEEDING, CLASS 2A Base items 1.920
25000312 ACRE SEEDING, CLASS 4A Base items 3.250
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 50.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 50.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 50.000
25003310 ACRE INTERSEEDING, CLASS 4 Base items 4.000
25100115 ACRE MULCH, METHOD 2 Base items 3.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 14,203.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 37.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 294.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,242.000
28000510 EACH INLET FILTERS Base items 16.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 12.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 20.000
28100207 TON STONE RIPRAP, CLASS A4 Base items 1,212.000
28200200 SQ YD FILTER FABRIC Base items 339.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 2,619.000
31102000 CU YD SUBBASE GRANULAR MATERIAL, TYPE C Base items 9.000
35501316 SQ YD HOT-MIX ASPHALT BASE COURSE, 8" Base items 11.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 234.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 2.000
40604172 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "E", N70 Base items 16.000
42000070 SQ YD PAVEMENT CONNECTOR (HMA) FOR BRIDGE APPROACH SLAB Base items 241.000
44000100 SQ YD PAVEMENT REMOVAL Base items 2,330.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 11.000
44000400 FOOT GUTTER REMOVAL Base items 88.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 1,552.000
44003100 SQ FT MEDIAN REMOVAL Base items 3,858.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 152.000
48101620 SQ YD AGGREGATE SHOULDERS, TYPE B 10" Base items 207.000
48203029 SQ YD HOT-MIX ASPHALT SHOULDERS, 8" Base items 146.000
50102400 CU YD CONCRETE REMOVAL Base items 264.100
50104000 FOOT BRIDGE RAIL REMOVAL Base items 8,286.000
50104701 EACH REMOVAL OF EXISTING CONCRETE DECK NO. 1 Base items 1.000
50104702 EACH REMOVAL OF EXISTING CONCRETE DECK NO. 2 Base items 1.000
50157300 SQ YD PROTECTIVE SHIELD Base items 15,549.000
50200100 CU YD STRUCTURE EXCAVATION Base items 276.000
50201121 EACH COFFERDAM (TYPE 2) (LOCATION - 1) Base items 1.000
50201122 EACH COFFERDAM (TYPE 2) (LOCATION - 2) Base items 1.000
50201123 EACH COFFERDAM (TYPE 2) (LOCATION - 3) Base items 1.000
50300100 EACH FLOOR DRAINS Base items 16.000
50300225 CU YD CONCRETE STRUCTURES Base items 311.000
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 6,639.300
50300300 SQ YD PROTECTIVE COAT Base items 23,066.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 244.900
50500405 POUND FURNISHING AND ERECTING STRUCTURAL STEEL Base items 12,995.000
50500505 EACH STUD SHEAR CONNECTORS Base items 38,662.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 1,630,940.000
50800515 EACH BAR SPLICERS Base items 186.000
51500100 EACH NAME PLATES Base items 2.000
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 613.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 48.000
52100020 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE II Base items 6.000
52100030 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE III Base items 6.000
52100505 EACH ANCHOR BOLTS, 5/8" Base items 72.000
52100520 EACH ANCHOR BOLTS, 1" Base items 60.000
52100530 EACH ANCHOR BOLTS, 1 1/4" Base items 376.000
52318802 L SUM DRAINAGE SYSTEM FOR STRUCTURES Base items 1.000
54210182 EACH PIPE ELBOW, 12" Base items 4.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 4.000
54213663 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" Base items 1.000
5421A012 FOOT PIPE CULVERTS, CLASS A, TYPE 1 12" (TEMPORARY) Base items 318.000
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 86.000
550A0340 FOOT STORM SEWERS, CLASS A, TYPE 2 12" Base items 37.000
550A0360 FOOT STORM SEWERS, CLASS A, TYPE 2 15" Base items 21.000
550A0680 FOOT STORM SEWERS, CLASS A, TYPE 3 18" Base items 18.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 195.000
55100700 FOOT STORM SEWER REMOVAL 15" Base items 18.000
55100900 FOOT STORM SEWER REMOVAL 18" Base items 18.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 235.000
58700300 SQ FT CONCRETE SEALER Base items 2,149.000
59000200 FOOT EPOXY CRACK INJECTION Base items 155.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 143.000
60100945 FOOT PIPE DRAINS 12" Base items 131.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 277.000
60201340 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 24 FRAME AND GRATE Base items 6.000
60250200 EACH CATCH BASINS TO BE ADJUSTED Base items 3.000
60252800 EACH CATCH BASINS TO BE RECONSTRUCTED Base items 3.000
60500060 EACH REMOVING INLETS Base items 6.000
60602800 FOOT CONCRETE GUTTER, TYPE B Base items 88.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 714.000
60604300 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 (VARIABLE WIDTH GUTTER FLAG) Base items 2.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 165.000
60619600 SQ FT CONCRETE MEDIAN, TYPE SB-6.12 Base items 1,249.000
61000050 EACH CONCRETE THRUST BLOCKS Base items 2.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 612.500
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 1.000
63100070 EACH TRAFFIC BARRIER TERMINAL, TYPE 5 Base items 2.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 5.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
63200310 FOOT GUARDRAIL REMOVAL Base items 1,293.000
63800920 FOOT MODULAR GLARE SCREEN SYSTEM, TEMPORARY Base items 6,000.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 495.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 7.000
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 7.000
67100100 L SUM MOBILIZATION Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 548.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 1,096.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 44,800.000
70307120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE Base items 98,269.000
70307125 FOOT TEMPORARY PAVEMENT MARKING - LINE 5" - TYPE IV TAPE Base items 5,991.000
70307140 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE Base items 10,755.000
70307160 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- TYPE IV TAPE Base items 1,572.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 7,137.500
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 3,675.000
70600280 EACH IMPACT ATTENUATORS, TEMPORARY (SEVERE USE,NARROW), TEST LEVEL 3 Base items 7.000
70600370 EACH IMPACT ATTENUATORS, RELOCATE (SEVERE USE, NARROW), TEST LEVEL 3 Base items 3.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 37.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 16,513.000
78000500 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 8" Base items 1,430.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 330.000
78003137 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 7" Base items 4,185.000
78009000 SQ FT MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 182.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 114,137.000
78009005 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 5" Base items 5,991.000
78009008 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 8" Base items 10,755.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 1,572.000
78011040 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 8" Base items 4,185.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 580.000
78200006 EACH GUARDRAIL REFLECTORS, TYPE B Base items 40.000
78200011 EACH BARRIER WALL REFLECTORS, TYPE C Base items 571.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 580.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 11,081.000
81100510 FOOT CONDUIT ATTACHED TO STRUCTURE, 1 1/2" DIA., PVC COATED GALVANIZED STEEL Base items 400.000
81200230 FOOT CONDUIT EMBEDDED IN STRUCTURE, 2" DIA., PVC Base items 3,960.000
81300320 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 8" X 8" X 6" Base items 9.000
81300530 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 12" X 10" X 6" Base items 2.000
81603090 FOOT UNIT DUCT, 600V, 3-1C NO.4, 1/C NO.6 GROUND, (XLP-TYPE USE), 1 1/4" DIA. POLYETHYLENE Base items 475.000
81702120 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 8 Base items 1,200.000
81702130 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 6 Base items 4,180.000
81702140 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 4 Base items 12,640.000
81800340 FOOT AERIAL CABLE, 3-1/C NO. 8 WITH MESSENGER WIRE Base items 625.000
82110008 EACH LUMINAIRE, LED, ROADWAY, OUTPUT DESIGNATION H Base items 45.000
82200605 EACH WATERWAY OBSTRUCTION WARNING LUMINAIRE, LED Base items 8.000
82600106 EACH OBSTRUCTION WARNINGLIGHTINGCONTROLLER Base items 1.000
83050800 EACH LIGHT POLE, ALUMINUM, 47.5 FT. M.H., 12 FT. MAST ARM Base items 18.000
84200500 EACH REMOVAL OF LIGHTING UNIT, SALVAGE Base items 17.000
84301200 L SUM REMOVAL OF NAVIGATION OBSTRUCTION WARNING LIGHTING SYSTEM Base items 1.000
89502300 FOOT REMOVE ELECTRIC CABLE FROM CONDUIT Base items 3,765.000
X0322936 EACH REMOVE EXISTING FLARED END SECTION Base items 2.000
X0322938 EACH TEMPORARY END SECTION Base items 2.000
X0323360 EACH WOODEN POLE REMOVAL Base items 1.000
X0323927 EACH MAINTENANCE OF LIGHTING SYSTEM Base items 6.000
X0327004 EACH TEMPORARY WOOD POLE, 60 FT., CLASS 4 Base items 3.000
X1200247 SQ YD TURBIDITY CURTAIN Base items 1,350.000
X1400341 EACH REMOVAL OF LUMINAIRE, SALVAGE Base items 27.000
X4401198 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH Base items 159.000
X5021310 CU YD COFFERDAM EXCAVATION (SPECIAL) Base items 840.000
X5030250 SQ YD BRIDGE DECK GROOVING (LONGITUDINAL) Base items 15,426.000
X5210140 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 350K Base items 36.000
X5210220 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 750K Base items 18.000
X5210240 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 900K Base items 4.000
X5210365 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, FIXED - 750K Base items 18.000
X6700410 CAL MO ENGINEER'S FIELD OFFICE, TYPE A (SPECIAL) Base items 24.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7011015 L SUM TRAFFIC CONTROL AND PROTECTION (EXPRESSWAYS) Base items 1.000
X7200052 SQ FT REMOVE, STORE AND RE-ERECT SIGN PANEL Base items 130.000
Z0001899 EACH JACK AND REMOVE EXISTING BEARINGS Base items 118.000
Z0001905 POUND STRUCTURAL STEEL REPAIR Base items 98,913.000
Z0003802 EACH REMOVAL OF EXISTING BEARINGS Base items 24.000
Z0004552 SQ YD APPROACH SLAB REMOVAL Base items 449.000
Z0012754 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES) Base items 2,360.000
Z0012755 SQ FT STRUCTURAL REPAIR OF CONCRETE (DEPTH GREATER THAN 5 INCHES) Base items 220.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0018004 EACH DRAINAGE SCUPPERS, DS-12 Base items 61.000
Z0018005 EACH DRAINAGE SCUPPERS, DS-12M10 Base items 16.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 17,231.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 274.000
Z0033020 EACH LUMINAIRE SAFETY CABLE ASSEMBLY Base items 45.000
Z0034390 FOOT MODULAR EXPANSION JOINT 6" Base items 82.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0062456 SQ YD TEMPORARY PAVEMENT Base items 1,990.000
Z0065700 SQ YD SLOPE WALL REPAIR Base items 500.000
Z0073200 EACH TEMPORARY SHORING AND CRIBBING Base items 72.000
Z0073410 EACH TEMPORARY SUPPORT SYSTEM, LOCATION 1 Base items 1.000
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

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