Home > Notice of Letting > Contract Detail

April 26, 2019 Letting 10:00 AM
001X-68B46

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

Bulletin Description

Bridge replacement of the existing eastbound US 150 (McClugage) bridge over the Illinois River. Project includes interchange improvements at the US 150/IL 29 interchange and the US 15/US 24/IL 116 interchange.
Region District DBE % VBP % Federal Project #
3 4 2.00 0.00 NHPPYRP3(905)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Peoria
  • Tazewell
  • FAP 317
  • FAP 673
  • (15B;[(102-1),(14HB)]BR)BR
  • C-94-052-13
  • 4-00174-0000
  • 4-00174-0025
Contract Specifics
A voluntary pre-bid meeting will be held on Wednesday, April 3, 2019 at 10:00 AM in the IDOT District 4 Headquarters - Becker Building at 401 North Main Street, Peoria, IL 61602. Location Notes - Sixth Floor Training Room. Meeting Description - District Four staff will present a general overview of the project.  This a great opportunity for prime contractors and DBE firms to meet and discuss issues of mutual interest.
This item was previously advertised as a Review and Inspection project only (Item 001X) on letting date March 08, 2019. 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: March 31, 2023
Previously advertised on March 08, 2019 (Item 001X).
No More Contract Specifics

Ask Subscribe Questions and Answers (46 Submitted / 46 Answered ) Questions not accepted as of April 16, 2019 04:30 PM.

  • Can the dept. please define the work scope for the following pay items (not listed in special provisions): Pay Item X0325754 Replacement of Sensor for RWIS and Pay Item Z0033028 Maint. of Lighting System. (i.e.:All lighting at interchanges both sides of the river, including both existing structures).
    REPLACEMENT OF SENSORS FOR ROADWAY WEATHER INFORMATION SYSTEM is covered in the special provisions on page 225. Pay Item Z0033028 Maintenance of Existing Lighting System is scheduled to be deleted by Addendum . (04/18/2019)

  • X5091730 Bridge Fence Special: Plan sheet 1058 Detail A shows a 3” square top rail. Plan sheet 1059 details E, G and H call for a 4” x 3” rectangular top rail. Which size is needed for Bike Rail Special? Will it be acceptable to coat the tensioning bars and clips with the same coating as the bridge rail frames, in lieu of vinyl coating these components?
    The rail sizes as shown on the plans are correct. The vinyl coating shall remain for the elements identified in accordance with the plans. (04/18/2019)

  • 50901730 Bridge Fence Railing: Plan sheet 1060 calls for a ‘Galvanized’ coating. Plan sheet 1061 is silent on the coating. Please confirm this railing system will be installed with a galvanized coating, or identify what is required for the coating of the Bridge Fence Railing.
    The railing on sheet 1060 and sheet 1061 is to be galvanized and painted in accordance with notes 2 and 3 on sheet 1058. (04/18/2019)

  • Sheet 1340 of 1361 (S-431) Referring to the pile shoe states that the pile shoe shall be furnished when called out in the plan. The plans don’t call out a pile shoe. Is a Pile Shoe required on the Metal Shell Pile?
    Per page 20 of the SGR, pile shoes are not required. The SGR is available to bidders under the "additional information" link. (04/18/2019)

  • Sheet 1340 of 1361 (S-431) Referring to Reinforcement at Abutments. The plans don’t call out this reinforcement. Is this reinforcement required at Metal Shell Pile?
    The reinforcement shown on the detail "reinforcement at abutments" on sheet 1340 is required for the abutment metal shell piles. (04/18/2019)

  • AISC: Please confirm that the Bridge Fence / Parapet Rail / Bridge Fence Special will need to be fabricated by a shop certified by AISC as prescribed in IDOT Article 106.08 ‘Certification of Metal Fabricators’.
    AISC certification will be required on applicable items according to the Standard Specifications for Road and Bridge Construction. (04/17/2019)

  • Will the department require encapsulation of lead paint prior to removal of structural steel on the existing bridge?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online and all applicable laws and regulations . (04/17/2019)

  • Will the department require floating silt curtain for causeway construction/removal and or dredging work?
    IDOT does not specify means and methods for controlling silt and turbidity resulting from construction operations in the river. The IEPA certification letter spells out several general conditions regarding prevention of water pollution and erosion control. The permit application also says that Best Management Practices will be used to protect the water column from excessive silt suspension and turbidity during bridge construction. (04/17/2019)

  • The special provisions on page 412 contain a section called SUBCONTRACTOR MOBILIZATION PAYMENTS with a chart that indicates a percentage of the subcontract value to be paid prior to the Sub starting work. If Subcontracts (ie landscaping, erosion control, fence, guardrails) contain unit price items that will be performed early and very late in a Contract, can the BC 260A form be separated for the early and late items in order for the Contractor not to pay in advance for very late unit price work?
    The Special Provision SUBCONTRACTOR MOBILIZATION PAYMENTS is a standard Bureau of Design & Environment special provision that has been in effect since November 2, 2017. It will be applied the same as it has been since then. (04/17/2019)

  • The special provisions on page 412 contain a section called SUBCONTRACTOR MOBILIZATION PAYMENTS with a chart that indicates a percentage of the subcontract value to be paid prior to the Sub starting work. Please confirm that IDOT will address some means of compensating the Contractor for these advance payments for work not yet performed by the Sub?
    The Special Provision SUBCONTRACTOR MOBILIZATION PAYMENTS is a standard Bureau of Design & Environment special provision that has been in effect since November 2, 2017. It will be applied the same as it has been since then. (04/17/2019)

  • The special provisions on page 412 contain a section called SUBCONTRACTOR MOBILIZATION PAYMENTS with a chart that indicates a percentage of the subcontract value to be paid prior to the Sub starting work. It is common for large Subcontracts to contain a Mobilization item - will the Contractor be forced to pay over and above a Subcontractor's requested Mobilization and will that mobilization amount be excluded from the amount applied to this percentage of advanced payment?
    The Special Provision SUBCONTRACTOR MOBILIZATION PAYMENTS is a standard Bureau of Design & Environment special provision that has been in effect since November 2, 2017. It will be applied the same as it has been since then. (04/17/2019)

  • The Bid Item for DRILLED SHAFTS IN ROCK, 51604000, is a cubic yard price comprised of both 66” diameter sockets and 90” diameter sockets. The unit price will be a blended rate and if there is any change in quantity for any reason either the Contractor will benefit if the smaller diameter or the Department will benefit if a larger diameter. We ask the Department to split this bid item into two separate bid items by diameter.
    The items should be bid according to the plans and specifications available online. An addendum will NOT be issued to make two separate pay items. (04/16/2019)

  • The Bid Item for DRILLED SHAFTS IN SOIL, 51603000, is a cubic yard price comprised of both 72” diameter shafts and 96” diameter shafts. The unit price will be a blended rate and if there is any change in quantity for any reason either the Contractor will benefit if the smaller diameter or the Department will benefit if a larger diameter. We ask the Department to split this bid item into two separate bid items by diameter.
    The items should be bid according to the plans and specifications available online. An addendum will NOT be issued to make two separate pay items. (04/16/2019)

  • The bid item for PERMANENT STEEL CASING, 51602000, is a total lineal foot comprised of both 72” diameter casing and 96” diameter casing. The unit price will be a blended rate and if there is any change in quantity for any reason either the Contractor will benefit if the smaller diameter or the Department will benefit if a larger diameter. We ask the Department to split this bid item into two separate bid items by diameter.
    The items should be bid according to the plans and specifications available online. An addendum will NOT be issued to make two separate pay items. (04/16/2019)

  • Please clarify the locations for Pinning Temporary Concrete Barrier.
    An addendum will be issued to address this. (04/16/2019)

  • Please confirm that IDOT is the generator of all existing special or hazardous waste and will sign all manifests for disposal.
    The Contractor does not sign any of the forms/reports but his Environmental Consultant will sign the Special Waste Profile to certify the characteristics of the material to be removed (See chart labeled Regulated Substances Signatures in the ADDITIONAL INFORMATION folder with the Plans and Special Provisions for this contract). Training for Special Waste, Construction Projects, & Special Provisions is also available on the Illinois State Learning Management System at WWW.ildottraining.org. (04/16/2019)

  • Refer to sheet 900 of 1361. Please advise if structure 072-0250 includes pile encasement at pier - detail shown in top right hand corner of drawing. If so, please clarify concrete encasement length for this location.
    Structure 072-0250 does not require pile encasement at the pier. (04/16/2019)

  • Bridge Fence @ Ramp "E" Span 1&2. On plan sheet 1006 it calls for a vertical post Ped rail(Ref sheet S-155A) for the North Parapet location. On plan sheet 1008 it calls for a curved post Bridge fence rail(Ref sheet S-155B) for the south sidewalk curb. With Ramp "E" on a tight radius this presents a problem with the curve top fence frame fabrication and fence installation. Would IDOT consider the vertical post design(with height adjusted) similar to the North parapet to eliminate this issue?
    The fencing design will remain as it is shown in the plans. (04/15/2019)

  • Can the Dept. please confirm qty. (13) for pay item 83800650 Breakaway device, coupling w/ SS Screen. Also, that the breakaway devices will be paid for as "each coupling" not as a set of four, in accordance w/ Article 838.04.
    An addendum will be issued to address this. (04/15/2019)

  • What are the sizes of the temporary signs called out on plan pages 117, 120 and 121. Thank you
    An addendum will be issued to address this. (04/15/2019)

  • On plan page 125 and plan page 241 there are temp signs without sizes. Will the temp signs be paid under temp info signing item?
    An addendum will be issued to address this. (04/15/2019)

  • Page 32 lists 2101+75 to 2013+40 as meeting the criteria of 669.05(c) however there appears to be some overlapping of areas with different 669.05 designations. Please clarify. River sediment from 2118+55 to 2156+35 meets criteria of 669.05(a)(3) however on page 33 2118+55 to 2119+15 meets criteria of 669.05(a)(5). Please clarify.
    An addendum will be issued to address this. (04/15/2019)

  • Will the Department please consider a 2 week extension to the bid date?
    The Department does not extend letting dates. The plans, proposal, and additional information for this project has been available online since February 15, 2019. (04/15/2019)

  • When will the addenda be issued? Please consider allowing questions during "review and inspection" or else risk suppliers missing late issued addenda or not being able to react to clarifications. We want IDOT to get the best pricing possible by allowing suppliers information as soon as possible.
    Questions can be asked for projects that are on lettings as "Review & Inspect". They are subject to the same guidelines as For Bid projects (All questions are cut off 10 days prior to the bid letting). Questions can then be asked on the next letting when the project is posted For Bid. At this time there is no mechanism to ask questions between the cut off for the first letting and the publishing of the Transportation Bulletin (when the project is posted online) for the next letting. (04/12/2019)

  • Br Fence Railing(Special)-CL Fabric Height. Plan sheet 1058 calls for the fabric to be 1'-5 1/2" tall. The CL producer says that the minimum height that can be weaved is appx 1'-6". Could the mid tube rail be raised at least 2" to have tolerance in weaving this material? Please advise. Thanks.
    The Department would be agreeable to adjusting the height of the mid tube rail. This issue can be resolved at the preconstruction meeting. (04/11/2019)

  • Bridge Fence Railing(Special)- "Chain link fabric size". On plan sheet 1058 the CL fabric is called out as 9 Ga 1" mesh but on plan sheet 1060 & 1061 the mesh for the other BF items is noted as the standard IDOT 2" mesh. The typical install with stretcher bars & fence holders would not work with 1" mesh. Please advise. Thanks
    It is the intent of the Department to have standard 2" mesh at all these locations. (04/11/2019)

  • The DBE % listed on the Contract Detail Page adjusted in addenda 1 arbitrarily changed from 1% to 2%. Please verify the DBE % as 1%
    The Department is in the process of issuing an addendum, please monitor the website for the addendum. (04/11/2019)

  • Can the Department please post the presentation, handouts, and attendance sheet for the pre-bid meeting that was held on 4/3/2019?
    This information has been posted with the Plans and Special Provisions for this contract. Click on the link for ADDITIONAL INFORMATION and then the PREBID MEETING INFORMATION directory. (04/11/2019)

  • We respectfully request a 2 week extension to the April 26 bid date.
    The Department does not extend letting dates. The plans, proposal, and additional information for this project has been available online since February 15, 2019. (04/11/2019)

  • Will the state consider changing the galvanized coating requirements for the finger plate expansion joints? Finger joints are hard enough to keep straight on their own without dropping them into a 850 degree galvanizing tank to warp them. Also, galvanized coatings are not a consistent thickness which may cause interference issues between the fingers.
    The requirements are not going to be changed. The project should be bid according to the plans and specifications available online. (04/10/2019)

  • Pg 33 lists Station 2156+35 to Station 2158+00 (proposed US 150), 0 to 155 feet RT and 0 to 55 feet LT meets the criteria of and shall be managed in accordance with Article 669.05(c). COC: manganese. Pg 38 lists Station 2156+35 to Station 2158+00 (proposed US 150), 0 to 155 feet RT and 0 to 55 feet LT meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). COC: benzo(a)pyrene, benzo(b)fluoranthene,lead,manganese. Which way should this area be handled?
    An addendum will be issued to address this. (04/08/2019)

  • The total quantity of pay code 50800105 "Reinforcement Bars, Epoxy Coated" (10,995,610 LB) does not equal the sum of the components (36,380 LB for SN 090-2020, 229,800 LB for SN 072-0250, and 10,765,810 LB for SN 090-0180). Can the Department please clarify the bid quantity?
    An addendum will be issued to address this. (04/08/2019)

  • Considering the quantity / cost of raw bridge steel on this project, will the Department pay for unfabricated raw materials stored at the fabricators facility designated for this project?
    Unfabricated raw material stored at the fabricators facility will not be paid for separately. This cost will be included in the cost of the associated pay items. (04/05/2019)

  • Can the Department please clarify if IDOT Std. Spec 1020.15 "Heat of Hydration Control for Concrete Structures" will apply to the proposed drilled shafts on the McClugage Bridge?
    The Heat of Hydration Control spec. 1020.15 applies to drilled shafts in this contract. The Contractor should bid this accordingly. (04/04/2019)

  • Standard spec 1020.15 requires Heat of Hydration Control for Drilled shafts including the need for cooling tubes. Can this specification be waived for the Drilled shafts?
    The Heat of Hydration Control spec. 1020.15 applies to drilled shafts in this contract. The Contractor should bid this accordingly. (04/04/2019)

  • Sheet 5 of 1361 under Project Commitments, there is a sentence that reads: "Refueling, storage of fuel or maintenance of construction equipment should not be allowed within 100 ft of wetlands or water bodies to avoid accidental spills impacting these resources." This bridge will be built with large equipment on barges and/or trestles and/or causeways that cannot be moved 100' onto land each time it is fueled or serviced. Please consider revising or removing this requirement.
    An addendum will be issued to address this. (04/03/2019)

  • Reference piers 16 thru 22 & associated borings. The bottom of seal elev(s) for these piers are approx elev 424.These borings indicate material with SPT values (blows/6 in) between 0 and 3. In most cases this layer extends down to approx elev 400. It is our concern this material may not support the dead weight of the seal coat concrete as it is being placed causing the seal coat concrete to sink and or mix into this very soft material. Will this be considered a differing site condition?
    The soft soils around and below the pier foundations are noted on the boring logs provided in the contract plans. An adjustment of the contract per Article 104.03 will not be considered for efforts required to place seal coat concrete on these soils. The seal coat shall be considered an integral part of the overall cofferdam system to be designed by the Contractor. The bid prices for Cofferdam (Type 2), Cofferdam Excavation, and Seal Coat Concrete should include all required costs necessary to successfully complete this work in the indicated subsurface conditions. Adjustments to the estimated plan quantities for Cofferdam Excavation and Seal Coat Concrete will be considered if submitted with the Contractor's cofferdam plan and approved by the Engineer. (04/03/2019)

  • Plan Sheets 1096 and 1097 of 1361 "Modified Preformed Joint Strip Seal", has a note that "This sheet to be replaced with pending base sheet for constant-slope parapet". Will revised sheets be released prior to bid date?
    An addendum will be issued to address this. (04/02/2019)

  • The Project Specifications and Proposal, Section “Maintenance of Navigation” (Page 64) allows a temporary navigation construction clearance of 315-feet, and further states that “To facilitate this reduction, a tug … must be provided to assist vessels…” During periods when there is no restriction of the existing navigation channel, is a tug required?
    The need for the tug will be at the discretion of the US Coast Guard. Per the SP “Maintenance of Navigation”, a Plan of Operations must be prepared and submitted to the US Coast Guard for approval. Although it would need to be confirmed by the US Coast Guard, presumably if the navigation channel clearances are greater 315-feet, no tug on a standby status would be needed. (04/01/2019)

  • The Project Specifications and Proposal, Section “Maintenance of Navigation” (Page 63) states that “At no time shall falsework be used in the navigation channel…” Under the same section (Page 64), “During construction of the new bridge, a temporary navigation construction clearance of 315-feet must be maintained…” Can falsework towers be used if a 315-feet temporary navigation clearance is maintained?
    The location of falsework is at the discretion of the US Coast Guard. Per the SP “Maintenance of Navigation”, a Plan of Operations must be prepared and submitted to the US Coast Guard for approval. (04/01/2019)

  • Can you clarify Note 11 on the steel sheets that talks about caulking all structural steel connections? Is this intended to be shop applied or field applied caulking? It says "all connections" but can you clarify what connections are to be caulked? Welded connections? Bolted cross frame connections that are bolted in field? Bolted cross frame connections that are bolted in the shop and then sent to the field? Can the latter be field applied?
    An addendum will be issued to address this. (03/29/2019)

  • The proposed easement along the south side of the west approach is nearly adjacent to the new pier footings. Can additional temporary easement be obtained to construct a causeway or trestle?
    IDOT does not intend to acquire additional right-of-way or easements for this project. (03/29/2019)

  • Drawing S-159 of 445 it shows the modular joint for the South Abut. It lists in the table 4 inches longitudinal movement and for the pay Item it states Modular Joint Sw 6 inch MR 54.5 LF. Drawing S-161 of 445 it shows the modular joint for the Pier 2. In the table on the lower left it lists 6.25 inches Movement Longitudinal but in the table beside it the bid Item is Mod Joint 6 inches SW MR. Drawing S-160 Section A-A shows a 3 cell joint for Pier 2. Which is it on Pier 2? 2-Cell or 3 Cell?
    The intent is to use this one pay item to meet the movement requirements at the two locations. The modular joint manufacturer can select the appropriate proprietary joint for the required movements as indicated at each location. (03/28/2019)

  • Can IDOT separate the bridge approach steel and the arch steel into two different bid items? This would allow more fabricators to quote the approach steel that do not fabricate arches. Can you provide weights for the individual units and Ramp E?
    An addendum will be issued to address this. (03/28/2019)

  • Can the prebid meeting be moved back one week. It is the day before the big IL Tollway Mile Long Bridge letting and during the NASCC Steel Show convention in St. Louis.
    The prebid date cannot be moved due to personnel and facility scheduling. (03/27/2019)

  • Please confirm that the US 150 McClugage Bridge Project, Contract 001X-68B46, is not scheduled for the April 26th, 2019 Letting.
    Item 01X-68B46 is FOR-BID on the April 26, 2019 Letting. Please disregard the Review and Inspection language in the contract specifics section. This will be removed as soon as possible. Please note that there is a voluntary pre-bid meeting scheduled April 3rd. The plans and special provisions will soon be available on the Website. (03/25/2019)

Authorized Bidders

  • 3001 Johnson Bros. Corporation, A Southland Company
    608 Henrietta Creek Rd
    Roanoke, TX 76262
    Phone: (817) 293-4263 Fax: (817) 293-5065 Email: No Record
    $166,955,074.05

  • 0067 Alberici Constructors, Inc.
    8800 Page Ave
    St. Louis, MO 63114
    Phone: (314) 733-2287 Fax: No Record Email: Craig.Schmidt@alberici.com

  • 0164 American Bridge Company
    1000 American Bridge Way
    Coraopolis, PA 15108
    Phone: (412) 631-1000 Fax: (412) 631-2003 Email: jmcdonald@americanbridge.net
    $248,888,888.00

  • 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
    $193,717,502.17

  • 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
    $261,195,219.89

  • 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
    $239,888,761.18

Non Bidders

  • 2323 Halverson Construction Co., Inc.
    620 N. 19th St.
    Springfield, IL 62702
    Phone: (217) 753-0027 Fax: (217) 753-1904 Email: hbid@halversonconstruction.com

  • 3382 Laser Electric, Inc.
    3611 S.W. Adams St.
    Peoria, IL 61605
    PO Box 5008
    Peoria, IL 61601
    Phone: (309) 693-2400 Fax: (309) 676-7732 Email: jason@laserelectricinc.com

  • 0335 Otto Baum Company, Inc.
    866 N. Main Street
    Morton, IL 61550
    Phone: (309) 266-7114 Fax: (309) 263-1050 Email: johnbasham@ottobaum.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

  • 1284 R. A. Cullinan and Son, a div of UCM, Inc.
    121 West Park Street
    Tremont, IL 61568
    P.O. Box 166
    Tremont, IL 61568
    Phone: (309) 925-2711 Fax: (309) 925-7131 Email: tom.wall@ucm.biz

  • 9001 Veritas Steel LLC
    2800 Melby Street
    Eau Claire, WI 54703
    Phone: (715) 835-2800 Fax: (715) 835-4244 Email: lgeissler@veritassteel.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 32.000
20100500 ACRE TREE REMOVAL, ACRES Base items 4.250
20101000 FOOT TEMPORARY FENCE Base items 3,352.000
20200100 CU YD EARTH EXCAVATION Base items 24,465.000
20400800 CU YD FURNISHED EXCAVATION Base items 41,705.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 103.000
20800150 CU YD TRENCH BACKFILL Base items 1,984.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 59.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 62,904.000
21400100 FOOT GRADING AND SHAPING DITCHES Base items 2,212.000
25000210 ACRE SEEDING, CLASS 2A Base items 8.000
25000300 ACRE SEEDING, CLASS 3 Base items 2.250
25000324 ACRE SEEDING, CLASS 5B Base items 1.750
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 1,171.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 1,171.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 1,171.000
25000750 ACRE MOWING Base items 13.500
25003326 ACRE INTERSEEDING, CLASS 5C Base items 2.000
25100115 ACRE MULCH, METHOD 2 Base items 24.750
25100635 SQ YD HEAVY DUTY EROSION CONTROL BLANKET Base items 8,815.000
25100900 SQ YD TURF REINFORCEMENT MAT Base items 7,389.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 2,090.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 478.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 9,543.000
28000500 EACH INLET AND PIPE PROTECTION Base items 45.000
28000510 EACH INLET FILTERS Base items 96.000
28001200 SQ YD TEMPORARY HEAVY DUTY EROSION CONTROL BLANKET Base items 32,406.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 1,380.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 143.000
28100705 SQ YD STONE DUMPED RIPRAP, CLASS A3 Base items 1,170.000
28200200 SQ YD FILTER FABRIC Base items 1,458.000
31100100 TON SUBBASE GRANULAR MATERIAL, TYPE A Base items 26,125.000
35300310 SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 8 1/2" Base items 5,270.000
35400400 SQ YD PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 9" Base items 263.000
40201000 TON AGGREGATE FOR TEMPORARY ACCESS Base items 5,057.000
40600285 POUND POLYMERIZED BITUMINOUS MATERIALS (PRIME COAT) Base items 56,253.000
40600295 POUND POLYMERIZED BITUMINOUS MATERIALS (TACK COAT) Base items 42,973.000
40600825 TON POLYMERIZED LEVELING BINDER (MACHINE METHOD), N50 Base items 639.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 452.000
40600990 SQ YD TEMPORARY RAMP Base items 287.000
40603085 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 5,649.000
40603208 TON POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N70 Base items 1,951.000
40603565 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, MIX "E", N70 Base items 3,836.000
42000060 SQ YD WELDED WIRE REINFORCEMENT Base items 174.000
42000080 SQ YD PAVEMENT CONNECTOR (PCC) FOR BRIDGE APPROACH SLAB Base items 352.000
42000100 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 6" Base items 1,709.000
42000411 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 9 1/2" (JOINTED) Base items 1,532.000
42001300 SQ YD PROTECTIVE COAT Base items 15,526.000
42300200 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH Base items 133.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 3,986.000
42400300 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH Base items 1,748.000
42400800 SQ FT DETECTABLE WARNINGS Base items 188.000
44000100 SQ YD PAVEMENT REMOVAL Base items 14,656.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 13,188.000
44000159 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2 1/2" Base items 5,374.000
44000400 FOOT GUTTER REMOVAL Base items 108.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 2,940.000
44000600 SQ FT SIDEWALK REMOVAL Base items 2,761.000
44003100 SQ FT MEDIAN REMOVAL Base items 7,211.000
44004000 FOOT PAVED DITCH REMOVAL Base items 262.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 8,656.000
44200974 SQ YD CLASS B PATCHES, TYPE III, 10 INCH Base items 83.000
44213200 FOOT SAW CUTS Base items 245.000
44300200 FOOT STRIP REFLECTIVE CRACK CONTROL TREATMENT Base items 3,029.000
48101500 SQ YD AGGREGATE SHOULDERS, TYPE B 6" Base items 1,810.000
48203029 SQ YD HOT-MIX ASPHALT SHOULDERS, 8" Base items 1,341.000
48203033 SQ YD HOT-MIX ASPHALT SHOULDERS, 9" Base items 8,058.000
48300410 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 9 1/2" Base items 689.000
50100300 EACH REMOVAL OF EXISTING STRUCTURES NO. 1 Base items 1.000
50100400 EACH REMOVAL OF EXISTING STRUCTURES NO. 2 Base items 1.000
50100500 EACH REMOVAL OF EXISTING STRUCTURES NO. 3 Base items 1.000
50100600 EACH REMOVAL OF EXISTING STRUCTURES NO. 4 Base items 1.000
50104400 EACH CONCRETE HEADWALL REMOVAL Base items 2.000
50104650 SQ YD SLOPE WALL REMOVAL Base items 170.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 524.000
50157300 SQ YD PROTECTIVE SHIELD Base items 7,498.000
50200100 CU YD STRUCTURE EXCAVATION Base items 3,775.000
50200300 CU YD COFFERDAM EXCAVATION Base items 22,092.000
50200450 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL FOR STRUCTURES Base items 31.000
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
50201129 EACH COFFERDAM (TYPE 2) (LOCATION - 9) Base items 1.000
50201130 EACH COFFERDAM (TYPE 2) (LOCATION - 10) Base items 1.000
50201131 EACH COFFERDAM (TYPE 2) (LOCATION - 11) Base items 1.000
50201132 EACH COFFERDAM (TYPE 2) (LOCATION - 16) Base items 1.000
50201133 EACH COFFERDAM (TYPE 2) (LOCATION - 17) Base items 1.000
50201134 EACH COFFERDAM (TYPE 2) (LOCATION - 18) Base items 1.000
50201135 EACH COFFERDAM (TYPE 2) (LOCATION - 19) Base items 1.000
50201136 EACH COFFERDAM (TYPE 2) (LOCATION - 20) Base items 1.000
50201137 EACH COFFERDAM (TYPE 2) (LOCATION - 21) Base items 1.000
50201138 EACH COFFERDAM (TYPE 2) (LOCATION - 22) Base items 1.000
50300100 EACH FLOOR DRAINS Base items 42.000
50300225 CU YD CONCRETE STRUCTURES Base items 36,664.800
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 12,727.500
50300265 CU YD SEAL COAT CONCRETE Base items 10,953.400
50300280 CU YD CONCRETE ENCASEMENT Base items 8.200
50300300 SQ YD PROTECTIVE COAT Base items 51,925.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 456.800
50400905 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE I-BEAMS, 42 IN. Base items 405.000
50401325 FOOT FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE BEAMS, IL45N Base items 1,430.000
50500105 L SUM FURNISHING AND ERECTING STRUCTURAL STEEL Base items 1.000
50500505 EACH STUD SHEAR CONNECTORS Base items 134,722.000
50800105 POUND REINFORCEMENT BARS Base items 1,637,720.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 11,027,920.000
50800515 EACH BAR SPLICERS Base items 4,042.000
50800530 EACH MECHANICAL SPLICERS Base items 23,669.000
50901730 FOOT BRIDGE FENCE RAILING Base items 506.000
50901750 FOOT PARAPET RAILING Base items 4,876.000
51100100 SQ YD SLOPE WALL 4 INCH Base items 1,020.000
51200957 FOOT FURNISHING METAL SHELL PILES 12" X 0.250" Base items 1,688.000
51200958 FOOT FURNISHING METAL SHELL PILES 14" X 0.250" Base items 567.000
51200959 FOOT FURNISHING METAL SHELL PILES 14" X 0.312" Base items 1,020.000
51201900 FOOT FURNISHING STEEL PILES HP14X89 Base items 24,996.000
51202100 FOOT FURNISHING STEEL PILES HP14X117 Base items 22,478.000
51202305 FOOT DRIVING PILES Base items 50,749.000
51203200 EACH TEST PILE METAL SHELLS Base items 6.000
51203900 EACH TEST PILE STEEL HP14X89 Base items 8.000
51204100 EACH TEST PILE STEEL HP14X117 Base items 8.000
51500100 EACH NAME PLATES Base items 3.000
51602000 FOOT PERMANENT CASING Base items 4,933.000
51603000 CU YD DRILLED SHAFT IN SOIL Base items 7,089.600
51604000 CU YD DRILLED SHAFT IN ROCK Base items 1,195.200
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 133.500
52000208 FOOT FINGER PLATE EXPANSION JOINT, 3" Base items 71.500
52000212 FOOT FINGER PLATE EXPANSION JOINT, 4" Base items 152.000
52000216 FOOT FINGER PLATE EXPANSION JOINT, 5" Base items 235.000
52100010 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE I Base items 97.000
52100020 EACH ELASTOMERIC BEARING ASSEMBLY, TYPE II Base items 57.000
52100510 EACH ANCHOR BOLTS, 3/4" Base items 28.000
52100520 EACH ANCHOR BOLTS, 1" Base items 200.000
52100530 EACH ANCHOR BOLTS, 1 1/4" Base items 416.000
52100540 EACH ANCHOR BOLTS, 1 1/2" Base items 200.000
52100560 EACH ANCHOR BOLTS, 2" Base items 48.000
52200010 SQ FT TEMPORARY SHEET PILING Base items 3,011.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 1,097.000
54003000 CU YD CONCRETE BOX CULVERTS Base items 152.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 5.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 1.000
54213663 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" Base items 1.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 5.000
54244405 EACH FLUSH INLET BOX FOR MEDIAN, STANDARD 542546 Base items 7.000
54248510 CU YD CONCRETE COLLAR Base items 1.200
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 321.000
550A0090 FOOT STORM SEWERS, CLASS A, TYPE 1 18" Base items 37.000
550A0120 FOOT STORM SEWERS, CLASS A, TYPE 1 24" Base items 408.000
550A0340 FOOT STORM SEWERS, CLASS A, TYPE 2 12" Base items 3,036.000
550A0360 FOOT STORM SEWERS, CLASS A, TYPE 2 15" Base items 779.000
550A0380 FOOT STORM SEWERS, CLASS A, TYPE 2 18" Base items 540.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 170.000
550B0410 FOOT STORM SEWERS, CLASS B, TYPE 2 24" Base items 236.000
550B0450 FOOT STORM SEWERS, CLASS B, TYPE 2 36" Base items 305.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 1,176.000
55101200 FOOT STORM SEWER REMOVAL 24" Base items 20.000
55101300 FOOT STORM SEWER REMOVAL 27" Base items 16.000
55200600 FOOT STORM SEWERS JACKED IN PLACE, 18" Base items 47.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 575.000
58700300 SQ FT CONCRETE SEALER Base items 77,203.700
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 360.600
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 9.000
60219000 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 8 GRATE Base items 7.000
60221100 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60223800 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 2.000
60224446 EACH MANHOLES, TYPE A, 7'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60224448 EACH MANHOLES, TYPE A, 7'-DIAMETER, TYPE 8 GRATE Base items 1.000
60236800 EACH INLETS, TYPE A, TYPE 11 FRAME AND GRATE Base items 1.000
60237420 EACH INLETS, TYPE A, TYPE 20 FRAME AND GRATE Base items 2.000
60240210 EACH INLETS, TYPE B, TYPE 1 FRAME, OPEN LID Base items 1.000
60240215 EACH INLETS, TYPE B, TYPE 1 FRAME, CLOSED LID Base items 2.000
60240324 EACH INLETS, TYPE B, TYPE 20 FRAME AND GRATE Base items 2.000
60255700 EACH MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, OPEN LID Base items 1.000
60255800 EACH MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID Base items 1.000
60260100 EACH INLETS TO BE ADJUSTED Base items 1.000
60270000 EACH DRAINAGE STRUCTURES, TYPE 4 WITH ONE TYPE 20 FRAME AND GRATE Base items 2.000
60270005 EACH DRAINAGE STRUCTURES, TYPE 5 WITH ONE TYPE 22 FRAME AND GRATE Base items 4.000
60270055 EACH DRAINAGE STRUCTURES, TYPE 5 WITH TWO TYPE 22 FRAME AND GRATES Base items 2.000
60500040 EACH REMOVING MANHOLES Base items 4.000
60500050 EACH REMOVING CATCH BASINS Base items 2.000
60500060 EACH REMOVING INLETS Base items 16.000
60500070 EACH REMOVING MANHOLES TO MAINTAIN FLOW Base items 1.000
60600095 CU YD CLASS SI CONCRETE (OUTLET) Base items 0.400
60600605 FOOT CONCRETE CURB, TYPE B Base items 752.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 430.500
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 2,337.000
60615400 FOOT PAVED DITCH, TYPE A-15 Base items 243.000
60616800 FOOT PAVED DITCH, TYPE B-15 Base items 1,511.000
60618300 SQ FT CONCRETE MEDIAN SURFACE, 4 INCH Base items 6,655.000
60622400 SQ FT CONCRETE MEDIAN, TYPE SM-6.06 Base items 17.000
60623200 SQ FT CONCRETE MEDIAN, TYPE SM-6.24 Base items 108.000
60801012 EACH FLAP GATE 12" Base items 1.000
61000050 EACH CONCRETE THRUST BLOCKS Base items 1.000
61000225 EACH TYPE F INLET BOX, STANDARD 610001 Base items 1.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 350.000
63000030 FOOT STRONG POST GUARDRAIL ATTACHED TO CULVERT Base items 50.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 5.000
63100085 EACH TRAFFIC BARRIER TERMINAL, TYPE 6 Base items 4.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 1.000
63100169 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) FLARED Base items 8.000
63200310 FOOT GUARDRAIL REMOVAL Base items 1,380.000
63500105 EACH DELINEATORS Base items 30.000
63700180 FOOT CONCRETE BARRIER, SINGLE FACE, 44 INCH HEIGHT Base items 3,240.000
63700280 FOOT CONCRETE BARRIER, DOUBLE FACE, 44 INCH HEIGHT Base items 380.000
63700380 FOOT CONCRETE BARRIER, VARIABLE CROSS SECTION 44 INCH HEIGHT Base items 421.000
63700900 FOOT CONCRETE BARRIER BASE Base items 3,206.000
64300450 EACH IMPACT ATTENUATORS (NON-REDIRECTIVE), TEST LEVEL 3 Base items 1.000
64300770 EACH IMPACT ATTENUATORS (SEVERE USE, NARROW), TEST LEVEL 3 Base items 2.000
66400105 FOOT CHAIN LINK FENCE, 4' Base items 2,493.000
66700205 EACH PERMANENT SURVEY MARKERS, TYPE I Base items 1.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 11,200.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 10.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901002 CAL DA ON-SITE MONITORING OF REGULATED SUBSTANCES Base items 20.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
67100100 L SUM MOBILIZATION Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 1,053.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 6,749.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 2,251.000
70300900 SQ FT PAVEMENT MARKING TAPE, TYPE IV - LETTERS AND SYMBOLS Base items 224.000
70300904 FOOT PAVEMENT MARKING TAPE, TYPE IV 4" Base items 92,099.000
70300906 FOOT PAVEMENT MARKING TAPE, TYPE IV 6" Base items 3,910.000
70300912 FOOT PAVEMENT MARKING TAPE, TYPE IV 12" Base items 287.000
70300924 FOOT PAVEMENT MARKING TAPE, TYPE IV 24" Base items 134.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 5,286.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 5,213.000
70600260 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 6.000
70600332 EACH IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 14.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 150.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 104.000
72000300 SQ FT SIGN PANEL - TYPE 3 Base items 1,261.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 9.000
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 53.000
72400320 SQ FT REMOVE SIGN PANEL - TYPE 2 Base items 100.000
72400330 SQ FT REMOVE SIGN PANEL - TYPE 3 Base items 1,424.000
72400600 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE B Base items 2.000
72400710 SQ FT RELOCATE SIGN PANEL - TYPE 1 Base items 2.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 9.000
72700100 POUND STRUCTURAL STEEL SIGN SUPPORT - BREAKAWAY Base items 4,279.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 147.000
73000100 FOOT WOOD SIGN SUPPORT Base items 51.000
73300100 FOOT OVERHEAD SIGN STRUCTURE - SPAN, TYPE I-A (4'-0" X 4'-6") Base items 170.000
73304000 FOOT OVERHEAD SIGN STRUCTURE - BRIDGE MOUNTED Base items 11.500
73400100 CU YD CONCRETE FOUNDATIONS Base items 42.300
73600100 EACH REMOVE OVERHEAD SIGN STRUCTURE - SPAN Base items 1.000
73602000 EACH REMOVE OVERHEAD SIGN STRUCTURE - BRIDGE MOUNTED Base items 2.000
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 2.000
78003110 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 4" Base items 8,910.000
78003140 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 8" Base items 7,461.000
78003150 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 12" Base items 1,019.000
78009000 SQ FT MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 317.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 22,667.000
78009006 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 6" Base items 2,996.000
78009008 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 8" Base items 8,319.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 2,335.000
78009024 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 24" Base items 202.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 387.000
78200006 EACH GUARDRAIL REFLECTORS, TYPE B Base items 36.000
78200010 EACH BARRIER WALL REFLECTORS, TYPE B Base items 411.000
78200011 EACH BARRIER WALL REFLECTORS, TYPE C Base items 64.000
78200020 EACH CURB REFLECTORS Base items 75.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 738.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 4.000
80400200 L SUM ELECTRIC UTILITY SERVICE CONNECTION Base items 1.000 $10,000.00
80500200 EACH SERVICE INSTALLATION, TYPE B Base items 1.000
81028200 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA. Base items 70.000
81028350 FOOT UNDERGROUND CONDUIT, PVC, 2" DIA. Base items 7,067.000
81028360 FOOT UNDERGROUND CONDUIT, PVC, 2 1/2" DIA. Base items 32.000
81028370 FOOT UNDERGROUND CONDUIT, PVC, 3" DIA. Base items 410.000
81028770 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 3" DIA. Base items 435.000
81100200 FOOT CONDUIT ATTACHED TO STRUCTURE, 3/4" DIA., GALVANIZED STEEL Base items 112.000
81100300 FOOT CONDUIT ATTACHED TO STRUCTURE, 1" DIA., GALVANIZED STEEL Base items 115.000
81100600 FOOT CONDUIT ATTACHED TO STRUCTURE, 2" DIA., GALVANIZED STEEL Base items 1,756.000
81200210 FOOT CONDUIT EMBEDDED IN STRUCTURE, 1" DIA., PVC Base items 440.000
81200230 FOOT CONDUIT EMBEDDED IN STRUCTURE, 2" DIA., PVC Base items 20,271.000
81300220 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 6" X 6" X 4" Base items 10.000
81300700 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 16" X 12" X 4" Base items 28.000
81300720 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 16" X 12" X 8" Base items 8.000
81301290 EACH JUNCTION BOX, STAINLESS STEEL, EMBEDDED IN STRUCTURE, 12" X 12" X 6" Base items 2.000
81301370 EACH JUNCTION BOX, STAINLESS STEEL, EMBEDDED IN STRUCTURE, 18" X 12" X 8" Base items 5.000
81400700 EACH HANDHOLE, PORTLAND CEMENT CONCRETE Base items 10.000
81603000 FOOT UNIT DUCT, 600V, 2-1C NO.8, 1/C NO.8 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 3,850.000
81603010 FOOT UNIT DUCT, 600V, 2-1C NO.10, 1/C NO.10 GROUND, (XLP-TYPE USE), 3/4" DIA. POLYETHYLENE Base items 2,495.000
81603035 FOOT UNIT DUCT, 600V, 2-1C NO.6, 1/C NO.6 GROUND, (XLP-TYPE USE), 1" DIA. POLYETHYLENE Base items 6,086.000
81702110 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 10 Base items 462.000
81702120 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 8 Base items 31,414.000
81702130 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 6 Base items 37,770.000
81702140 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 4 Base items 7,520.000
81702150 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 2 Base items 19,505.000
82200605 EACH WATERWAY OBSTRUCTION WARNING LUMINAIRE, LED Base items 6.000
82500350 EACH LIGHTING CONTROLLER, BASE MOUNTED, 240VOLT, 100AMP Base items 1.000
82500400 EACH LIGHTING CONTROLLER, BASE MOUNTED, 480VOLT, 100AMP (DUAL) Base items 3.000
82700100 EACH TRANSFORMER, GENERAL PURPOSE Base items 1.000
83003300 EACH LIGHT POLE, ALUMINUM, 45 FT. M.H., 8 FT. DAVIT ARM Base items 9.000
83012100 EACH LIGHT POLE, ALUMINUM, 30 FT. M.H., TENON MOUNT Base items 15.000
83060420 EACH LIGHT POLE, GALVANIZED STEEL, 45 FT. M.H., 8 FT. MAST ARM Base items 13.000
83060450 EACH LIGHT POLE, GALVANIZED STEEL, 45 FT. M.H., 15 FT. MAST ARM Base items 9.000
83060830 EACH LIGHT POLE, GALVANIZED STEEL, 45 FT. M.H., TENON MOUNT Base items 1.000
83600200 FOOT LIGHT POLE FOUNDATION, 24" DIAMETER Base items 110.000
83600300 FOOT LIGHT POLE FOUNDATION, 30" DIAMETER Base items 208.500
83800650 EACH BREAKAWAY DEVICE, COUPLING WITH STAINLESS STEEL SCREEN Base items 52.000
84200500 EACH REMOVAL OF LIGHTING UNIT, SALVAGE Base items 32.000
84200804 EACH REMOVAL OF POLE FOUNDATION Base items 16.000
84301200 L SUM REMOVAL OF NAVIGATION OBSTRUCTION WARNING LIGHTING SYSTEM Base items 1.000
84500110 EACH REMOVAL OF LIGHTING CONTROLLER Base items 3.000
84500120 EACH REMOVAL OF ELECTRIC SERVICE INSTALLATION Base items 3.000
84500130 EACH REMOVAL OF LIGHTING CONTROLLER FOUNDATION Base items 3.000
87301225 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 3C Base items 2,205.000
87301245 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 5C Base items 3,868.000
87301255 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 7C Base items 469.000
87301295 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 20 3C Base items 337.000
87301515 FOOT ELECTRIC CABLE IN CONDUIT, LEAD-IN, NO. 18 3 PAIR Base items 1,974.000
87301900 FOOT ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDING CONDUCTOR, NO. 6 1C Base items 1,835.000
87502440 EACH TRAFFIC SIGNAL POST, GALVANIZED STEEL 10 FT. Base items 1.000
87502490 EACH TRAFFIC SIGNAL POST, GALVANIZED STEEL 15 FT. Base items 3.000
87502500 EACH TRAFFIC SIGNAL POST, GALVANIZED STEEL 16 FT. Base items 3.000
87502510 EACH TRAFFIC SIGNAL POST, GALVANIZED STEEL 17 FT. Base items 1.000
87700240 EACH STEEL MAST ARM ASSEMBLY AND POLE, 40 FT. Base items 1.000
87700260 EACH STEEL MAST ARM ASSEMBLY AND POLE, 44 FT. Base items 1.000
87702970 EACH STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 48 FT. Base items 1.000
87703040 EACH STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 62 FT. Base items 1.000
87800100 FOOT CONCRETE FOUNDATION, TYPE A Base items 12.000
87800415 FOOT CONCRETE FOUNDATION, TYPE E 36-INCH DIAMETER Base items 69.000
87800420 FOOT CONCRETE FOUNDATION, TYPE E 42-INCH DIAMETER Base items 21.000
87900200 EACH DRILL EXISTING HANDHOLE Base items 5.000
88030020 EACH SIGNAL HEAD, LED, 1-FACE, 3-SECTION, MAST-ARM MOUNTED Base items 3.000
88030050 EACH SIGNAL HEAD, LED, 1-FACE, 3-SECTION, BRACKET MOUNTED Base items 2.000
88040010 EACH SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 1-SECTION, MAST-ARM MOUNTED Base items 2.000
88040020 EACH SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 1-SECTION, BRACKET MOUNTED Base items 1.000
88040070 EACH SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 3-SECTION, BRACKET MOUNTED Base items 3.000
88040090 EACH SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 3-SECTION, MAST ARM MOUNTED Base items 6.000
88040110 EACH SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 4-SECTION, BRACKET MOUNTED Base items 4.000
88040150 EACH SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 5-SECTION, BRACKET MOUNTED Base items 2.000
88102825 EACH PEDESTRIAN SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, BRACKET MOUNTED WITH COUNT DOWN TIMER Base items 2.000
88102845 EACH PEDESTRIAN SIGNAL HEAD, POLYCARBONATE, LED, 2-FACE, BRACKET MOUNTED WITH COUNT DOWN TIMER Base items 1.000
88200510 EACH TRAFFIC SIGNAL BACKPLATE, RETROREFLECTIVE Base items 23.000
88500100 EACH INDUCTIVE LOOP DETECTOR Base items 6.000
88600100 FOOT DETECTOR LOOP, TYPE I Base items 619.000
88800100 EACH PEDESTRIAN PUSH-BUTTON Base items 4.000
89000100 EACH TEMPORARY TRAFFIC SIGNAL INSTALLATION Base items 2.000
89502220 EACH MODIFY EXISTING CONCRETE FOUNDATION Base items 1.000
89502375 EACH REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT Base items 3.000
89502380 EACH REMOVE EXISTING HANDHOLE Base items 2.000
89502385 EACH REMOVE EXISTING CONCRETE FOUNDATION Base items 7.000
A2004512 EACH TREE, GINKGO BILOBA AUTUMN GOLD (AUTUMN GOLD GINKGO), 2" CALIPER, BALLED AND BURLAPPED Base items 7.000
C2005818 EACH SHRUB, RHUS AROMATICA GRO-LOW (GRO-LOW FRAGRANT SUMAC), 18" WIDTH, BALLED AND BURLAPPED Base items 60.000
K1003680 SQ YD MULCH Base items 135.000
X0300864 L SUM MAINTENANCE OF NAVIGATION Base items 1.000
X0301430 EACH PRECAST CONCRETE PARKING BLOCK Base items 10.000
X0301847 CAL MO WATER TRANSPORATION FOR ENGINEER Base items 51.000
X0320051 FOOT CROSSHOLE SONIC LOGGING ACCESS DUCTS Base items 41,396.000
X0320052 EACH CROSSHOLE SONIC LOGGING TESTING Base items 9.000
X0320586 EACH FLEXIBLE DELINEATORS Base items 29.000
X0321158 EACH PARK BENCHES Base items 10.000
X0321750 FOOT REMOVE TEMPORARY CONCRETE BARRIER, STATE OWNED Base items 823.000
X0322916 EACH PROPOSED STORM SEWER CONNECTION TO EXISTING STORM SEWER Base items 1.000
X0322917 EACH PROPOSED STORM SEWER CONNECTION TO EXISTING MANHOLE Base items 4.000
X0322936 EACH REMOVE EXISTING FLARED END SECTION Base items 3.000
X0323117 SQ YD LANDSCAPING GRAVEL Base items 43.000
X0323388 EACH TRAFFIC COUNTER Base items 3.000
X0323898 EACH CLOSED CIRCUIT TELEVISION DOME CAMERA Base items 2.000
X0323906 EACH CAMERA POLE, 45 FT Base items 2.000
X0323917 EACH CABINET, MODEL 334 Base items 2.000
X0323923 L SUM SUPPORT EQUIPMENT AND MAINTENANCE Base items 1.000
X0324597 EACH CLOSED CIRCUIT TELEVISION CABINET Base items 4.000
X0324603 EACH CIRCUIT BREAKER, 1-POLE, 20 AMP, 120V IN EXISTING TSC CABINET Base items 2.000
X0324761 L SUM DRAINAGE SYSTEM (SPECIAL) Base items 1.000
X0325049 EACH CLOSED CIRCUIT TELEVISION DOME CAMERA (MATERIAL ONLY) Base items 1.000
X0325482 EACH REMOVE EXISTING ITS EQUIPMENT Base items 1.000
X0325754 L SUM REPLACEMENT OF SENSORS FOR ROADWAY WEATHER INFORMATION SYSTEM Base items 1.000
X0325789 EACH INTERPRETIVE SIGNAGE COMPLETE Base items 6.000
X0325833 FOOT WICK DRAINS Base items 15,320.000
X0326382 FOOT CONCRETE BARRIER BASE (SPECIAL) Base items 801.000
X0326498 EACH GFCI 20 AMP DUPLEX RECEPTACLE Base items 28.000
X0326719 EACH FALCON PROTECTION Base items 4.000
X0326812 FOOT CAT 5 ETHERNET CABLE Base items 1,665.000
X0326885 EACH VIDEO DETECTION SYSTEM Base items 3.000
X0326906 EACH CLOSED CIRCUIT TELEVISION DOME CAMERA, IP BASED (MATERIAL ONLY) Base items 2.000
X0327000 EACH TEMPORARY CONNECTION TO EXISTING STORM SEWER Base items 4.000
X0327131 EACH DRAINAGE STRUCTURES, NO. 1 Base items 15.000
X0327132 EACH DRAINAGE STRUCTURES, NO. 2 Base items 1.000
X0327206 L SUM DATA SERVER Base items 1.000
X0327545 EACH SOIL SAMPLING AND TESTING Base items 1.000
X0327748 EACH REMOVE AND REPLACE ITS EQUIPMENT Base items 2.000
X0327778 L SUM HANGER ASSEMBLIES FOR TIED ARCH SPAN Base items 1.000
X0327880 L SUM WAYFINDING SIGN, SPECIAL Base items 1.000
X0327980 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 15,115.000
X0327997 EACH TRASH RECEPTACLES Base items 4.000
X0350805 EACH FOLD DOWN BOLLARDS Base items 2.000
X0900064 SQ YD MEMBRANE WATERPROOFING SYSTEM FOR BURIED STRUCTURES Base items 153.000
X0900076 EACH COFFERCELL (LOCATION - 12) Base items 1.000
X0900077 EACH COFFERCELL (LOCATION - 13) Base items 1.000
X0900078 EACH COFFERCELL (LOCATION - 14) Base items 1.000
X0900079 EACH COFFERCELL (LOCATION - 15) Base items 1.000
X1400007 FOOT FIBER OPTIC CABLE IN CONDUIT, 24 FIBERS, SINGLE MODE Base items 1,417.000
X1400014 EACH CIRCUIT BREAKER IN STREET LIGHT CONTROLLER Base items 1.000
X1400094 EACH LUMINAIRE, LED, HORIZONTAL MOUNT, LOW WATTAGE Base items 15.000
X1400095 EACH LUMINAIRE, LED, HORIZONTAL MOUNT, HIGH WATTAGE Base items 3.000
X1400113 EACH LUMINAIRE, LED, HORIZONTAL MOUNT, MEDIUM WATTAGE Base items 59.000
X1400179 EACH CLOSED CIRCUIT TELEVISION DOME CAMERA, HD Base items 11.000
X1400212 EACH LUMINAIRE, LED, HORIZONTAL MOUNT, VERY LOW WATTAGE Base items 7.000
X1400238 EACH LUMINAIRE, LED, SPECIAL Base items 28.000
X1400268 EACH REMOVAL OF LIGHTING LUMINAIRE, SALVAGE Base items 10.000
X1400326 EACH RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (COMPLETE) Base items 1.000
X1400339 EACH LUMINAIRE, UNDERPASS, LED, LOW WATTAGE Base items 4.000
X4200406 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 6" (SPECIAL) Base items 701.000
X4240430 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH (SPECIAL) Base items 39,440.000
X4240440 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH (SPECIAL) Base items 10,861.000
X4400110 SQ YD TEMPORARY PAVEMENT REMOVAL Base items 3,307.000
X5010523 EACH REMOVE CONCRETE END SECTION Base items 1.000
X5030250 SQ YD BRIDGE DECK GROOVING (LONGITUDINAL) Base items 24,588.000
X5051200 L SUM FURNISHING AND ERECTING STRUCTURAL STEEL (SPECIAL) Base items 1.000
X5091730 FOOT BRIDGE FENCE RAILING (SPECIAL) Base items 4,646.000
X5210100 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 150K Base items 14.000
X5210180 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 550K Base items 7.000
X5210190 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 600K Base items 12.000
X5210200 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 650K Base items 52.000
X5210210 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 700K Base items 18.000
X5210281 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, GUIDED EXPANSION, 4650K Base items 2.000
X5210491 EACH HIGH LOAD MULTI-ROTATIONAL BEARINGS, FIXED - 4650K Base items 2.000
X5509900 FOOT ABANDON AND FILL EXISTING STORM SEWER Base items 66.000
X6020065 EACH INLETS, TYPE G-1, DOUBLE (SPECIAL) Base items 2.000
X6020082 EACH INLETS, TYPE G-1 Base items 7.000
X6020093 EACH MANHOLES, TYPE A, 6'-DIAMETER, WITH TYPE 3 FRAME AND GRATE, TYPE 1 FRAME, CLOSED LID, RESTRICTOR PLATE Base items 1.000
X6021065 EACH INLETS, TYPE G-1 (SPECIAL) Base items 6.000
X6024503 EACH INLETS TO BE ADJUSTED WITH NEW FRAME AND GRATE (SPECIAL) Base items 1.000
X6060505 FOOT CONCRETE CURB (SPECIAL) Base items 340.000
X6061100 SQ FT CONCRETE MEDIAN, TYPE SB (SPECIAL) Base items 3,931.000
X6062700 FOOT CONCRETE GUTTER, TYPE A (SPECIAL) Base items 96.000
X6380204 FOOT MODULAR GLARE SCREEN SYSTEM (SPECIAL) Base items 5,076.000
X6430120 EACH REMOVE IMPACT ATTENUATORS, NO SALVAGE Base items 1.000
X6640298 FOOT CHAIN LINK FENCE (SPECIAL) Base items 224.000
X6640302 FOOT CHAIN LINK FENCE REMOVAL (SPECIAL) Base items 153.000
X6700410 CAL MO ENGINEER'S FIELD OFFICE, TYPE A (SPECIAL) Base items 51.000
X6700600 CAL MO ENGINEER'S FIELD LABORATORY (SPECIAL) Base items 51.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 33,433.000
X7040125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 4,932.000
X7240500 EACH RELOCATE EXISTING SIGNS Base items 1.000
X7830076 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 2,682.000
X8110454 FOOT CONDUIT ATTACHED TO STRUCTURE, 1" DIA., STAINLESS STEEL Base items 160.000
X8110551 FOOT CONDUIT, FLEXIBLE NON-METALLIC, WEATHERPROOF, 1.0" DIAMETER Base items 155.000
X8300001 EACH LIGHT POLE (SPECIAL) Base items 26.000
X8304798 EACH LIGHT POLE, ALUMINUM, 18 FT. M.H., TENON MOUNT (SPECIAL) Base items 7.000
X8420111 EACH REMOVAL OF UNDERPASS LIGHTING UNIT, NO SALVAGE Base items 2.000
X8570226 EACH FULL-ACTUATED CONTROLLER AND TYPE IV CABINET (SPECIAL) Base items 1.000
X8710035 FOOT FIBER OPTIC CABLE 96 FIBERS, SINGLE MODE Base items 15,443.000
X8710050 EACH FIBER OPTIC ETHERNET DROP AND REPEAT SWITCH Base items 9.000
X8780107 FOOT CONCRETE FOUNDATION (SPECIAL) Base items 7.000
X8900100 EACH TEMPORARY TRAFFIC SIGNAL INSTALLATION (SPECIAL) Base items 1.000
XZ193505 EACH VERTICAL CLEARANCE GAUGE Base items 2.000
Z0001002 TON GUARDRAIL AGGREGATE EROSION CONTROL Base items 61.000
Z0004002 EACH BOLLARDS Base items 13.000
Z0004552 SQ YD APPROACH SLAB REMOVAL Base items 203.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0018002 EACH DRAINAGE SCUPPERS, DS-11 Base items 145.000
Z0018004 EACH DRAINAGE SCUPPERS, DS-12 Base items 44.000
Z0018100 EACH DRAINAGE STRUCTURE ADJUSTMENT (SPECIAL) Base items 1.000
Z0018700 EACH DRAINAGE STRUCTURE TO BE REMOVED Base items 1.000
Z0029090 SQ YD DIAMOND GRINDING (BRIDGE SECTION) Base items 34,321.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 754.000
Z0033052 EACH COMMUNICATIONS VAULT Base items 8.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 12,075.000
Z0034806 FOOT MODULAR EXPANSION JOINT-SWIVEL 6" Base items 167.500
Z0046304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 407.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0054400 CU YD ROCK FILL Base items 31.000
Z0056100 CU YD SAND DRAINAGE BLANKET Base items 2,929.000
Z0056668 FOOT STORM SEWERS, TYPE 2, WATER MAIN QUALITY PIPE, 12" Base items 25.000
Z0056669 FOOT STORM SEWERS, TYPE 2, WATER MAIN QUALITY PIPE, 15" Base items 164.000
Z0056691 FOOT STORM SEWERS, TYPE 3, WATER MAIN QUALITY PIPE, 27" Base items 28.000
Z0062456 SQ YD TEMPORARY PAVEMENT Base items 3,167.000
Z0062458 TON TEMPORARY PAVEMENT (VARIABLE DEPTH) Base items 13.000
Z0065100 EACH SETTLEMENT PLATFORMS Base items 3.000
Z0076600 HOUR TRAINEES Base items 3,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 3,000.000 $15.00
No More Pay Items

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