Home > Notice of Letting > Contract Detail

March 08, 2024 Letting 12:00 PM
01X-78057

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

Bulletin Description

Removal and replacement of SN 097-0003 and SN 097-0004 carrying I-64 over the Wabash River.
Region District DBE % VBP % Federal Project #
5 9 11.00 0.00 HBFPSNBI(724)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • White
  • FAI 64
  • I-64
  • (97-2)B-5
  • C-99-041-08
  • 9-77740-1000
  • 9-77740-1050
Contract Specifics
Project Labor Agreement
This item was previously advertised as a Review and Inspection project only (Item 01X) on letting date January 19, 2024; (Item 002X) on letting date November 17, 2023. Bids are now being accepted. Contractors and suppliers who downloaded plans and special provisions for this item in connection with the previous advertisement should again download the complete set to ensure that revised and/or added material is received.
Completion Date: November 01, 2029
Previously advertised on January 19, 2024 (Item 01X); November 17, 2023 (Item 002X).
A Thermal Control Plan, per Article 1020.15 of the Standard Specifications, is required on this contract.
No More Contract Specifics

Ask Subscribe Questions and Answers (17 Submitted / 17 Answered ) Questions not accepted as of February 27, 2024 04:30 PM.

  • How is approach slab removal to be paid for?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. Any revisions or omissions of bid items will be handled in construction according to Section 109 of the Standard Specifications for Road and Bridge Construction. (02/29/2024)

  • With the job being partially in Indiana, will the Department provide a certificate for tax exemptions for all permanent/direct materials incorporated into the real property that covers the entire project including the portions to be built in Indiana? We have reached out to Indiana and they have indicated they can only administer tax exemptions for work done for Indiana as an owner.
    The Department will provide a certificate for all permanent/direct materials for the full project. (02/29/2024)

  • If a full project tax exemption certificate cannot be issued by IL DOT, can a payment mechanism be added to the contract that reimburses the contractor for any sales/use taxes required to be paid to the State of Indiana as a result of taxes on direct/permanent materials incorporated into the real property?
    The Department will provide a certificate for all permanent/direct materials for the full project. (02/29/2024)

  • Per spec substructure removal is to be 1' below existing ground elevation, but there is varying elevations shown in the existing drawings and the proposed drawings and in the hydrograph information from Collins Engineering. The river bottom appears to shift each year and the riverbed elevation at each pier is different. Please specify what elevations the in-water piers need to be removed to at each pier location.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications published online. (02/28/2024)

  • Which Completion date is correct - contract specifics has as November 1, 2029 ; spec book has 2028 - please clarify
    Addendum B addresses this question. The completion date for this contract is November 1, 2029. (02/28/2024)

  • Question about the Caissons. They are called out #7 Epoxy A706 Gr 80 Spirals. There isn't a mill in the United States that makes #7 A706 Gr 80 in a spool. These would have to be made form 60' bar and lapped together?
    All vertical reinforcement bars in the Drilled Shafts shall be ASTM A706 Grade 80. All spiral reinforcement bars in the drilled shafts shall be Grade 60. The contract plans will be revised and a construction change will be issued after letting to correct/clarify this. (02/28/2024)

  • The General Note on Sheet No. 191 of (Page 91 of Vol. 101 - 200) states that "All reinforcement bars in the Drilled Shafts shall be ASTM A706 Grade 80." Do the Spirals need to be Grade 80 as well, or was this note only intended for the Vertical reinforcing.
    All vertical reinforcement bars in the Drilled Shafts shall be ASTM A706 Grade 80. All spiral reinforcement bars in the drilled shafts shall be Grade 60. The contract plans will be revised and a construction change will be issued after letting to correct/clarify this. (02/28/2024)

  • Following up on the previous question regarding addendum A, page 233 note 12: what piers are considered to be in the waterway? What activities could be allowed between 4/1 & 6/30?
    Proposed Piers 2-6 would be considered in the main channel. The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. Allowable activities are determined by the contractor's means and methods. (02/22/2024)

  • Addendum A states that the contractor cannot work in the waterway between 4/1 through 6/30 without the prior approval of Division of Fish and Wildlife. This restriction could have a significant impact to the project schedule. We are requesting that the Division of Fish and Wildlife provide an answer as soon as possible and prior to letting date whether or not work in the waterway will be allowed between 4/1 through 6/30 each year.
    Approval will be dependent on coordination between the contractor and the Division of Fish and Wildlife on mitigation practices for areas of concern. The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (02/22/2024)

  • On page 156 of the Notice to Bidders the SWPPP states “A Conservation Plan is being completed for submittal to the Illinois Department of Natural Resources as part of an Incidental Take Agreement for these species.” What is the status of Conservation Plan? When is it anticipated to be approved? Does it need to be in place to start work on the project? If not approved, what work can start on the project?
    A Biological Opinion was issued by United States Fish and Wildlife. Conservation Measures were listed as commitments in the plans. IDOT is not currently awaiting any further approvals. (02/22/2024)

  • The SWPPP on page 1 of 11 and the causeway detail on Sheet 469 state that the causeway is between piers 7 to 16. Plan Sheet 4 Commitment 9 says the causeway is between piers 9 to 16. Which description is correct and has been used in the permitting process?
    The exact location of the causeway is determined by the contractor and will require the contractor to request an amendment to the permit as stated in the floodway permits. The causeway is intended for the overbank area, Piers 7-16. (02/22/2024)

  • The Mix Table calls for Poly HMA Binder Course IL19.0 N90 (76-22) for the Full Depth Shoulders 15-1/4" top lift of binder and the Full Depth Shoulders 16-3/4" lower lifts. It also states that HMA Binder IL19.0 N90 (64-22) will be used for the Full Depth Shoulders 15-1/4" lower lifts and the Full Depth Shoulders 16-3/4" lower lifts. Please clarify if the intent is to use a polymer binder mix on any of lifts for any of the full depth shoulder items.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (02/22/2024)

  • On the Modular Expansion Joint details of the contract plans there are movement tables that reference only movements in the longitudinal plane however, that same table also references seismic elements of the total movement. Seismic movements are not usually shown as being limited only to a longitudinal direction. Please confirm that there are no transverse or vertical movements that would require the use of a Swiveling Modular Expansion Joint vs the standard modular being called?
    The results of the seismic analysis showed that the movements in the vertical and transverse directions were very small and can easily be handled by regular modular joints. Therefore, swivel joints are not required. (02/21/2024)

  • The Mix Table and Lift Thickness Notes on Plan Sheet 4 show conflicting information concerning the 15.25" and 16.75" Full Depth Shoulder items. The Table states SC C N70 for the Surface Course on the Full Depth Shoulders but the Lift Thickness Notes State Poly SMA. Please clarify.
    The mix table for Full Depth Shoulders is correct and that the surface lift is “C N70”. (02/21/2024)

  • Plan sheet 4, note 9 in the list of commitments states that the causeway is 20 feet wide x 6 inches high. Our experience has been that to safely move equipment and personnel on a causeway that 20 feet wide is not adequate. The causeway needs to be 30 feet to 40 feet wide. We would also need causeway fingers at each pier that would be of a similar width. Is this acceptable?
    The dimension of the causeway coincides with what we have permitted with the Illinois and Indiana DNR. The critical dimension for the permit is that the causeway cannot go over 6" in height. The width is related to the wetland and tree removal impacts. The contractor could potentially widen the causeway, but they would have to look at the removal and wetland constraints to ensure that doing so does not result in additional impacts. The "fingers" under the structure would not be an issue as there are no wetlands identified under the bridge in the east overbank. (East of pier 8.) But again, the 6" height restriction would still apply to the fingers. A separate approval from Illinois and Indiana DNR will be required. (02/21/2024)

  • On page 308/578, it calls out the 3/4" Bolts to be L-Bolts. In our experience, these have been All Thread Anchor Bolts. Are these actually supposed to L-Bolts? if so, we will need more information on dimensions of the Bolts.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (02/21/2024)

  • General Notes Sheet (S-07) calls out for metallizing structural steel for 15' each way from deck joints and exposed surfaces of all bearings. our interpretation of this note is: 1) that all exterior girders, 4 at every pier needs to be metallized 15' each way. 2) all interior girders at East abutment, pier 4, pier 8, pier 12 & west abutment need to be metallized 15' each way. 3) all cross frames / diaphragms to be galvanized. Confirm.
    Here is some clarification on the note on metalizing structural steel. Modular joints are at east abutment, pier 4, pier 8, pier 12 and the west abutment. All structural steel within 15 ft. from abutments shall be metalized. All structural steel includes all exterior and interior girders, cross frames / diaphragms, and bearings. All structural steel within 15 ft. each way (30 ft. total). From piers 4, 8, and 12 shall be metalized. All structural steel includes all exterior and interior girders, cross frames / diaphragms, and bearings. All the exposed surface of all bearings shall be metallized includes all bearings at the east and west abutment and piers 1-16. (02/15/2024)

Authorized Bidders

  • 3523 Lunda Construction Company
    620 Gebhardt Road
    Black River Falls, WI 54615
    PO Box 669
    Black River Falls, WI 54615
    Phone: (715) 284-9491 Fax: (715) 284-9146 Email: mnquotes@lundaconstruction.com
    $136,288,879.44

  • 3085 Keeley & Sons, Inc.
    6303 Collinsville Road
    East St. Louis, IL 62201
    Phone: (618) 271-7470 Fax: (618) 271-0830 Email: Brian.Lurk@keeleyandsons.com

  • 3251 Kraemer North America, LLC
    One Plainview Road
    P.O. Box 220
    Plain, WI 53577
    PO Box 220
    Plain, WI 53577
    Phone: (608) 546-2311 Fax: (608) 299-6079 Email: BIDSWI@KraemerNA.com
    $222,303,043.70

  • 5310 Sangamo Construction Company
    2100 East Moffat St
    Springfield, IL 62702
    Phone: (217) 544-9871 Fax: (217) 544-9873 Email: office@sangamo.net

Non Bidders

  • 2692 Howell Paving, Inc.
    1020 N. 13th Street
    Mattoon, IL 61938
    P.O. Box 1009
    Mattoon, IL 61938
    Phone: (217) 234-8877 Fax: (217) 234-4226 Email: estimates@howellco.com

  • 6264 Veritas Steel LLC
    2300 Cabot Dr. Suite 425
    Lisle, IL 60532
    Phone: (630) 423-8708 Fax: (630) 505-0868 Email: lgeissler@veritassteel.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 522.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 466.000
20200100 CU YD EARTH EXCAVATION Base items 25,830.000
20400800 CU YD FURNISHED EXCAVATION Base items 4,450.000
20800150 CU YD TRENCH BACKFILL Base items 464.000
25000210 ACRE SEEDING, CLASS 2A Base items 16.500
25000305 ACRE SEEDING, CLASS 3A Base items 1.500
25000314 ACRE SEEDING, CLASS 4B Base items 2.750
25000322 ACRE SEEDING, CLASS 5A Base items 1.250
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 1,861.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 1,861.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 1,861.000
25000700 TON AGRICULTURAL GROUND LIMESTONE Base items 41.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 143,816.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 1,945.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 1,177.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 9,055.000
28000500 EACH INLET AND PIPE PROTECTION Base items 29.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 101.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 592.000
28200200 SQ YD FILTER FABRIC Base items 693.000
31100910 SQ YD SUBBASE GRANULAR MATERIAL, TYPE A 12" Base items 31,455.000
31101200 SQ YD SUBBASE GRANULAR MATERIAL, TYPE B 4" Base items 8,776.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 21,839.000
40605024 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 9.5, MIX "E", N80 Base items 12.000
40701801 SQ YD HOT-MIX ASPHALT PAVEMENT (FULL-DEPTH), 6" Base items 479.000
40701986 SQ YD HOT-MIX ASPHALT PAVEMENT (FULL-DEPTH), 15 1/4" Base items 4,717.000
40702016 SQ YD HOT-MIX ASPHALT PAVEMENT (FULL-DEPTH), 16 3/4" Base items 6,426.000
42000060 SQ YD WELDED WIRE REINFORCEMENT Base items 98.000
42000070 SQ YD PAVEMENT CONNECTOR (HMA) FOR BRIDGE APPROACH SLAB Base items 236.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 1,125.000
44000100 SQ YD PAVEMENT REMOVAL Base items 19,034.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 83.000
44004000 FOOT PAVED DITCH REMOVAL Base items 400.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 16,670.000
44200934 SQ YD CLASS B PATCHES, TYPE II, 8 INCH Base items 140.000
44200944 SQ YD CLASS B PATCHES, TYPE IV, 8 INCH Base items 98.000
44201831 SQ YD CLASS D PATCHES, TYPE III, 15 INCH Base items 21.000
44213200 FOOT SAW CUTS Base items 863.000
44213204 EACH TIE BARS 3/4" Base items 51.000
48203029 SQ YD HOT-MIX ASPHALT SHOULDERS, 8" Base items 15,410.000
48203058 SQ YD HOT-MIX ASPHALT SHOULDERS, 15 1/4" Base items 1,660.000
48203064 SQ YD HOT-MIX ASPHALT SHOULDERS, 16 3/4" Base items 2,188.000
50100300 EACH REMOVAL OF EXISTING STRUCTURES NO. 1 Base items 1.000
50100400 EACH REMOVAL OF EXISTING STRUCTURES NO. 2 Base items 1.000
50104400 EACH CONCRETE HEADWALL REMOVAL Base items 4.000
50104650 SQ YD SLOPE WALL REMOVAL Base items 1,925.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 332.000
50200100 CU YD STRUCTURE EXCAVATION Base items 317.000
50200300 CU YD COFFERDAM EXCAVATION Base items 9,146.000
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
50201124 EACH COFFERDAM (TYPE 2) (LOCATION - 4) Base items 1.000
50201125 EACH COFFERDAM (TYPE 2) (LOCATION - 5) Base items 1.000
50201126 EACH COFFERDAM (TYPE 2) (LOCATION - 6) Base items 1.000
50201127 EACH COFFERDAM (TYPE 2) (LOCATION - 7) Base items 1.000
50201128 EACH COFFERDAM (TYPE 2) (LOCATION - 8) Base items 1.000
50300100 EACH FLOOR DRAINS Base items 18.000
50300225 CU YD CONCRETE STRUCTURES Base items 8,529.200
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 8,124.300
50300265 CU YD SEAL COAT CONCRETE Base items 3,174.000
50300300 SQ YD PROTECTIVE COAT Base items 30,852.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 254.800
50500105 L SUM FURNISHING AND ERECTING STRUCTURAL STEEL Base items 1.000
50500505 EACH STUD SHEAR CONNECTORS Base items 110,004.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 6,180,710.000
50800530 EACH MECHANICAL SPLICERS Base items 10,997.000
51100300 SQ YD SLOPE WALL 6 INCH Base items 459.000
51201900 FOOT FURNISHING STEEL PILES HP14X89 Base items 43,372.000
51202305 FOOT DRIVING PILES Base items 43,372.000
51203900 EACH TEST PILE STEEL HP14X89 Base items 10.000
51204650 EACH PILE SHOES Base items 628.000
51500100 EACH NAME PLATES Base items 2.000
51602000 FOOT PERMANENT CASING Base items 2,949.000
51603000 CU YD DRILLED SHAFT IN SOIL Base items 3,209.000
51604000 CU YD DRILLED SHAFT IN ROCK Base items 1,592.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 24.000
52100020 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE II Base items 72.000
52100510 EACH ANCHOR BOLTS, 3/4" Base items 336.000
52100520 EACH ANCHOR BOLTS, 1" Base items 288.000
52100540 EACH ANCHOR BOLTS, 1 1/2" Base items 96.000
52100560 EACH ANCHOR BOLTS, 2" Base items 96.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 1,067.000
54244405 EACH FLUSH INLET BOX FOR MEDIAN, STANDARD 542546 Base items 3.000
54261315 EACH CONCRETE END SECTION, STANDARD 542001, 15", 1:3 Base items 2.000
54261324 EACH CONCRETE END SECTION, STANDARD 542001, 24", 1:3 Base items 1.000
542A1069 FOOT PIPE CULVERTS, CLASS A, TYPE 2 24" Base items 97.000
550A0070 FOOT STORM SEWERS, CLASS A, TYPE 1 15" Base items 288.000
550A0360 FOOT STORM SEWERS, CLASS A, TYPE 2 15" Base items 1,220.000
550A0380 FOOT STORM SEWERS, CLASS A, TYPE 2 18" Base items 406.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 63.000
55101200 FOOT STORM SEWER REMOVAL 24" Base items 15.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 709.000
58700300 SQ FT CONCRETE SEALER Base items 19,444.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 324.000
59300100 CU YD CONTROLLED LOW-STRENGTH MATERIAL Base items 8.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 23.000
60108100 FOOT PIPE UNDERDRAINS 4" (SPECIAL) Base items 785.000
60108204 FOOT PIPE UNDERDRAINS, TYPE 2, 4" Base items 15,223.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 328.000
60218300 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, OPEN LID Base items 1.000
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60234200 EACH INLETS, TYPE A, TYPE 1 FRAME, OPEN LID Base items 1.000
60237470 EACH INLETS, TYPE A, TYPE 24 FRAME AND GRATE Base items 3.000
60240210 EACH INLETS, TYPE B, TYPE 1 FRAME, OPEN LID Base items 5.000
60240215 EACH INLETS, TYPE B, TYPE 1 FRAME, CLOSED LID Base items 2.000
60240328 EACH INLETS, TYPE B, TYPE 24 FRAME AND GRATE Base items 5.000
60500050 EACH REMOVING CATCH BASINS Base items 5.000
60616120 FOOT PAVED DITCH, TYPE A-37 Base items 400.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 7,300.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 6.000
63100070 EACH TRAFFIC BARRIER TERMINAL, TYPE 5 Base items 4.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 4.000
63200310 FOOT GUARDRAIL REMOVAL Base items 5,419.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 15,201.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 100.000
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 109.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 108.000
67000600 CAL MO ENGINEER'S FIELD LABORATORY Base items 48.000
67100100 L SUM MOBILIZATION Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 180.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 168.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 35,902.000
70307120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE Base items 101,212.000
70307125 FOOT TEMPORARY PAVEMENT MARKING - LINE 5" - TYPE IV TAPE Base items 2,421.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 7,537.500
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 4,050.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 10,325.000
70600260 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 3.000
70600332 EACH IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 4.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 76.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 47.000
72000300 SQ FT SIGN PANEL - TYPE 3 Base items 380.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 3.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 3.000
72400320 SQ FT REMOVE SIGN PANEL - TYPE 2 Base items 20.000
72400330 SQ FT REMOVE SIGN PANEL - TYPE 3 Base items 132.000
72400500 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE A Base items 1.000
72400600 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE B Base items 2.000
72400720 SQ FT RELOCATE SIGN PANEL - TYPE 2 Base items 36.000
72400730 SQ FT RELOCATE SIGN PANEL - TYPE 3 Base items 245.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
72600100 EACH MILE POST MARKER ASSEMBLY Base items 2.000
72700100 POUND STRUCTURAL STEEL SIGN SUPPORT - BREAKAWAY Base items 3,315.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 17.000
73000100 FOOT WOOD SIGN SUPPORT Base items 50.000
73300200 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE II-A (4'-6" X 5'-3") Base items 90.000
73400100 CU YD CONCRETE FOUNDATIONS Base items 10.400
73400200 CU YD DRILLED SHAFT CONCRETE FOUNDATIONS Base items 26.800
73600100 EACH REMOVE OVERHEAD SIGN STRUCTURE - SPAN Base items 1.000
73700100 EACH REMOVE GROUND MOUNTED SIGN SUPPORT Base items 8.000
73700200 EACH REMOVE CONCRETE FOUNDATION - GROUND MOUNT Base items 8.000
73700300 EACH REMOVE CONCRETE FOUNDATION - OVERHEAD Base items 4.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 28,827.000
78000500 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 8" Base items 2,915.000
78001130 FOOT PAINT PAVEMENT MARKING - LINE 6" Base items 41,121.000
78001140 FOOT PAINT PAVEMENT MARKING - LINE 8" Base items 2,915.000
78008230 FOOT POLYUREA PAVEMENT MARKING TYPE I - LINE 6" Base items 12,295.000
78011035 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 7" Base items 41,121.000
78011045 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 2,915.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 61.000
78100300 EACH REPLACEMENT REFLECTOR Base items 163.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 50.000
78200011 EACH BARRIER WALL REFLECTORS, TYPE C Base items 1,776.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 187.000
78300201 SQ FT PAVEMENT MARKING REMOVAL - GRINDING Base items 13,764.000
X0301847 CAL MO WATER TRANSPORATION FOR ENGINEER Base items 48.000
X0320051 FOOT CROSSHOLE SONIC LOGGING ACCESS DUCTS Base items 4,820.000
X0320052 EACH CROSSHOLE SONIC LOGGING TESTING Base items 48.000
X0320089 EACH TRAFFIC COUNTER- TIRTL SYSTEM Base items 1.000
X0900020 EACH THERMAL INTEGRITY PROFILE TESTING Base items 48.000
X0900044 FOOT THERMAL INTEGRITY PROFILE DATA COLLECTION Base items 4,820.000
X1200235 CU YD REMOVE EXISTING RIPRAP Base items 6,513.000
X1700110 FOOT CONCRETE BARRIER, DOUBLE FACE, 44" HEIGHT (SPECIAL) Base items 772.000
X2010305 UNIT TREE PRUNING (SPECIAL) Base items 16.000
X2011001 FOOT HIGH VISIBILITY TEMPORARY FENCING Base items 5,108.000
X2503100 UNIT MOWING Base items 1,842.000
X4210400 EACH LUG SYSTEM REMOVAL Base items 1.000
X5030250 SQ YD BRIDGE DECK GROOVING (LONGITUDINAL) Base items 25,438.000
X5211425 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, FIXED-500K Base items 48.000
X5211430 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, FIXED-600K Base items 72.000
X5211625 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-500K Base items 36.000
X5220002 L SUM REMOVE SHEET PILING Base items 1.000
X5538200 FOOT STORM SEWERS TO BE CLEANED 24" Base items 209.000
X5538600 FOOT STORM SEWERS TO BE CLEANED 36" Base items 259.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0016200 SQ YD DECK SLAB REPAIR (PARTIAL) Base items 54.000
Z0018004 EACH DRAINAGE SCUPPERS, DS-12 Base items 72.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 23,018.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 217.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 10,067.000
Z0034390 FOOT MODULAR EXPANSION JOINT 6" Base items 84.000
Z0034393 FOOT MODULAR EXPANSION JOINT 9" Base items 168.000
Z0034396 FOOT MODULAR EXPANSION JOINT 12" Base items 84.000
Z0034500 FOOT MODULAR EXPANSION JOINT 18" Base items 84.000
Z0062456 SQ YD TEMPORARY PAVEMENT Base items 7,868.000
Z0065100 EACH SETTLEMENT PLATFORMS Base items 2.000
Z0076600 HOUR TRAINEES Base items 2,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 2,000.000 $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.