Home > Notice of Letting > Contract Detail

April 24, 2026 Letting 12:00 PM
001-62K33

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

Bulletin Description

(2.03-Mile) The project includes widening and reconstruction of Barrington Road to provide two lanes in each direction separated by a median from Mundhank Road to IL 62, replacing the Poplar Creek box culvert, modernizing and replacing traffic signals, interconnection, sidewalk and shared-use paths, ADA improvements, landscaping. The project is located on Barrington Road from Central Road to IL 62 (Algonquin Road).
Region District DBE % VBP % Federal Project #
1 1 0.00 0.00 NHPP6C4R(185)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Cook
  • FAP 362
  • BARRINGTON RD
  • 2019-161-W
  • C-91-117-20
  • 1-78074-0000
  • 1-78074-1000
Contract Specifics
Project Labor Agreement
Completion Date: October 31, 2028 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (41 Submitted / 37 Answered ) Questions not accepted as of April 14, 2026 04:30 PM.

  • Which pay item will be used to pay for the aggregate to replace the undercut material (20201200 R&D Unsuitable), as there is not a pay item for 30300001 Aggregate Subgrade Improvement?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/20/2026)

  • The dimension table in Section 1007.08 (d) of the Standard Specs states for piles “40 ft and less than 60 ft” the min. tip shall be 7” and the butt diam. shall be a min. of 13”. However, 12” diameter piles are called out. Do these piles require a min. butt diameter of 13”? Please clarify the taper requirements for each size of timber pile and the piles must meet ASTM-D25.
    We agree. The 12" dimension indicated in the "4'x4' Pile Cap Detail" will be revised from 12" to 13" to comply with the minimum diameter prescribed in the Standard Specs for timber piles of this length. This will apply to all piles in pile columns 1-96. Please note, the piles in pile columns S1-S45 shall remain as indicated, with 14" diameters. (04/17/2026)

  • The bill of materials on sheet 351 lists 12,599 CY of "Porous Granular Embankment, Special", but plan quantity for that item is only 2,185 CY. Which quantity is correct? Is it possible that the other item, 20700220 Porous Granular Embankment, is somehow involved in this work? Where is pay item 20700220 Porous Granular Embankment to be used? Please provide a schedule for this material.
    The quantity for PGE (special) has been revised in the SOQ (Sheet 25) as part of Addendum #01, issued 4/14/26, to reflect the total of the two locations where this material is proposed: as structural excavation backfill at the culvert, and as part of the Pile Supported Embankment system. The material 20700220 Porous Granular Embankment is to be used for the area between the top of the load transfer platform and the roadway section. Plans will be updated accordingly in a construction revision. (04/17/2026)

  • Note 3 on sheet 351 calls for the contractor to remove soil down to and elevation of 834 and then place "a layer of geogrid and geofabric", and then the ground should be brought back to elevation 835 (1 foot) with "porous granular embankment". Will this work be paid for under the items X3010104 Biaxial Geogrid, and 20700220 Porous Granular Embankment? Which pay item will pay for the "geofabric" referenced in that note?
    Note 3 on sheet 351 will be revised to clarify the intent for developing a "working platform". The revised note will read: Within the roadway widening in the wetland areas, a level working platform will be required prior to placing the concrete the caps. The Contractor shall remove existing material to an elevation 1 foot below the pile cap. A layer of geogrid and geofabric should be placed at the base of the excavation and the ground should be brought back to the cap base elevation with IDOT porous granular embankment. Cost included in Precast Concrete Caps. The roadway widening in wetlands area is bounded on the East (RT) between Station 80+50 and Station 87+50 from 30 ft to 60 ft RT offset, and on the West (LT) between Station 80+50 and Station 84+50 from 45 ft to 60 ft LT offset. Offsets are measured from Proposed Barrington Road centerline. (04/17/2026)

  • In reference to special provision X1200050 - BOX CULVERT REMOVAL, please confirm the station location of the existing culvert to be removed. Currently, the special provision reads station 53+03, however, there does not appear to be an existing culvert to be removed at this location.
    The station location of the existing box culvert to be removed is Station 83+22.86. The Special Provision will be updated in a Construction Revision. (04/16/2026)

  • In the area of the Pile Supported Embankment, a significant amount of material needs to be removed to reach the bottom of excavation (el. 834). Will this excavation be paid as Earth Exc. or Rem & Disp Unsuitable? Additionally, will the embankment on top of the PGE, Special be paid as Furnished Exc? It's not clear these volumes were included in the earthwork calculations.
    The existing soil to be removed in the area of the proposed Pile Supported Embankment will be paid for as 20201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL. The pay item for the area within the load transfer platform is X2070304 POROUS GRANULAR EMBANKMENT (SPECIAL). The pay item for the area between the top of the load transfer platform and the roadway section is 20700220 POROUS GRANULAR EMBANKMENT. Plans will be updated accordingly in a construction revision. (04/15/2026)

  • On Sheet 325 calls out the use of "Timber Matting". Note 6 on sheet 325 (RW-1) states "Material, limits of installation, and removal time frame for timber matting shall be as approved by the Engineer." Note 8, on this same sheet, states "For timber matting and Type B gutter details see Roadway Plans." The details do not appear to be in the Roadway Plans. Please provide these details, or identify the location in the Roadway Plans where these details are shown.
    Timber, also known as temporary, matting is to be used per the USACE as a condition of the 404 Permit. Please refer to '404 Permit Note' on plan Sheet 154, and the Cofferdam (Type 1) (In-Stream/Wetland Work) (D1), Cofferdam (Type 2) (In-Stream/Wetland Work) (D1), and USACE Section 404 Permit special provisions for the requirements for the matting. Note 8 will be removed from plan Sheet 325. (04/15/2026)

  • On Plan page 325 of 366 note 6 states "Materials, limits of installation and removal time frame for timber mating shall be approved by Engineer. " and note 8 states "For timber mating and Type B Gutter details see Roadway Plans." No information about the timber mating or the Type B Gutter is provided in the roadway plans. Please provide the materials, installation limits and removal time frame of timber mating and limits of the Type B Gutter.
    Timber, also known as temporary, matting is to be used per the USACE as a condition of the 404 Permit. Please refer to '404 Permit Note' on plan Sheet 154, and the Cofferdam (Type 1) (In-Stream/Wetland Work) (D1), Cofferdam (Type 2) (In-Stream/Wetland Work) (D1), and USACE Section 404 Permit special provisions for the requirements for the matting. Note 8 will be removed from plan Sheet 325. (04/15/2026)

  • What is the time limit for concrete delivery using a non-agitating truck?
    The contractor should refer to Article 1020.11(a)(7) of the Standard Specifications. (04/15/2026)

  • Does all of the topsoil under Item 21101505-Topsoil Exc & Place remain on site? Is excess topsoil paid as Rem & Disp. Unsuitable?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/15/2026)

  • Are there work restriction hours for this project with the residential areas along the project?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/15/2026)

  • See sheet #343 and the typical section thru drilled soldier pile. There is no call out for the drilled diameter of the drilled soldier piles. Typically, a certain drilled diameter is provided by the designer. Please clarify the intended diameter of the drilled soldier pile.
    The diameter to be used for drilling and setting the soldier piles (2'-0") will be added to the "Typical Section Thru Soldier Pile Wall" shown on Sheet 333. This is the diameter used in computation of the plan quantities, so no further adjustment is needed. (04/15/2026)

  • See sheet #333 and the typical section thru drilled soldier pile. There is no call out for the drilled diameter of the drilled soldier piles. Typically, a certain drilled diameter is provided by the designer. Please clarify the intended diameter of the drilled soldier pile.
    The diameter to be used for drilling and setting the soldier piles (2'-0") will be added to the "Typical Section Thru Soldier Pile Wall" shown on Sheet 333. This is the diameter used in computation of the plan quantities, so no further adjustment is needed. (04/15/2026)

  • Reference Pay Item 50300225 CONC STRUCTURES. The Pay Item Quantity is currently 299 CY. However, drawings 333, 340 and 343 only come to 91.20 CY. Please provide drawings and details for the remaining 207.8 CY to be paid under Pay Item 50300225.
    The SOQ plan Sheet 7 which lists Item # 50300225 CONCRETE STRUCTURES will be revised. This item is used to pay for components of structures SN 016-Z066, SN 016-Z067, & SN 016-Z068, shown on sheets no. 333, 340, & 343. (04/15/2026)

  • Please indicate limits of PGE (spcl) if it is to be used as backfill for the box culvert as indicated in previous Q&A. Only indicated in plans as a 1'-6" layer above the pile caps.
    The item PGE (special) is used within the area of the pile supported embankment system, generally between stations 80+50 and 87+50. It is used between the pile caps for the PSE system (1' depth all around caps), in the load transfer platform (depth varies), and to backfill the 2 feet of structure excavation on either side of the culvert at ~ Sta 83+30. Reference Sheets 310 and 351 for details. (04/15/2026)

  • Item 50300225 Conc Struct quantity is incorrect as it is the same as 5400300 Conc Box Culvert. Please provide correct qauntity for item 50300225.
    The SOQ plan Sheet 7 which lists Item # 50300225 CONCRETE STRUCTURES will be revised. This item is used to pay for components of structures SN 016-Z066, SN 016-Z067, & SN 016-Z068, shown on sheets no. 333, 340, & 343. This item is addressed in an addendum. Please continue to monitor the website for an update. (04/15/2026)

  • We anticipate working in multiple activities being performed in each stage. If we have are required by IDOT to have two separate technicians monitoring work in two separate areas of the job on the same day, does that count for payment as two calendar days of monitoring (pay item 66901006)?
    In no case should more than 1.0 calendar day be paid on a given calendar day for pay item 66901006. It is a single monitoring day that gets paid for, and it is not 2 calendar days for 2 people. If multiple personnel are needed to cover regulated substances activities at multiple locations at once, the contractor should bid a per calendar day rate that reflects this. (04/14/2026)

  • There are non-special waste areas all over this project. If there is any incidental excavation related to work being performed, and the material is a non-special waste that can't be reused onsite, will that spoil be paid as 66900200 Non-Special Waste to go to a landfill? What if the material is unsuitable to be reused on-site?
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/14/2026)

  • There is almost 30,000 CY of existing earth/peat to remove over the "Pile Supported Embankment" location to cut down to elevation 834 per note 3 on sheet 351. How is that work being paid?
    The existing soil to be removed over the proposed Pile Supported Embankment will be paid for as 20201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL. (04/14/2026)

  • Pay Item 89000100 - Temp. TS Installation - Plan sht. no.(s) 293-298 (Temporary Interconnect) - Should the temp. interconnect be included in pay item 89000100 or will IDOT add a line item for Temporary Interconnect?
    The Temporary Interconnect is included in the pay item 89000100 TEMPORARY TRAFFIC SIGNAL INSTALLATION. (04/14/2026)

  • What depth(s) was the topsoil strip figured at to determine the quantity of earth excavation? Without a topsoil excavation schedule, it is difficult to calculate all earthwork by stage which affects furnished excavation as well.
    Per the Roadway Geotechnical Report, a depth of 11” for existing topsoil was used. (04/14/2026)

  • On sheet 36 there is a schedule for "Clearing (Special)", but there is no pay item for that work. Will a pay item be added for it?
    Clearing (Special) to be removed from schedule. (04/14/2026)

  • The durations given to each utility company for relocates seem to be an aggregate of days (for example 130 days for ComEd) but the total of the days listed doesn't equal the 570 days provided. Are the utility delays to be considered consecutive or concurrent? If they are concurrent, what is the order of the utility relocations? If they are consecutive, then there are substantially more than 570 days. If concurrent, which utilities will be relocated concurrently?
    Refer to the “Prosecution of Work” special provision. In addition, the project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/13/2026)

  • This project lists 570 days of utility delays; all are to be relocated in Prestage. In previous project specific Q&A, the work is directed to begin within 10 days of contract execution. Which areas will work be able to start with these listed utility delays 10 days after contract execution? Where will each utility company start their relocation work?
    Refer to the “Prosecution of Work” special provision. (04/13/2026)

  • Stone Riprap Class A4 (28100107) is shown in north barrel of the new 12x6 Box Culvert at a thickness of 1'. By specification A4 is 16" of Riprap and 6" of bedding material. Clarification is needed as to what is required.
    The 16” depth stops at the barrel of the culvert. The rip rap extends 5’-0” into the culvert at a depth of 1’-0” and then slopes down to the top of bottom slab elevation over the course of 10’-0” at the inlet and outlet. The remaining portion inside the north barrel that does not include the stone rip rap will eventually be filled with future natural substrate. For any effected quantities, they will be revised accordingly via an addendum that will be issued. (04/10/2026)

  • Can you please provide earthwork tables for items 20201200-REM & DISP UNS MATL and 21101505-TOPSOIL EXC & PLACE?
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/10/2026)

  • Please provide details for item X1200050 - Box Culvert Removal. Need exisiting box culvert size to determine removal cost.
    The Phase I Hydraulic Report notes that the existing structure is a single cell box culvert with a 5' high x 7' wide opening at a length of 86.8 ft. (04/10/2026)

  • When will the LPC-663, PSI, PESA, analytical, and report maps be released?
    These items should be available in iCX currently. (04/09/2026)

  • For Box Culvert SN 016-2313, what is the backfill material required on the sides of the culvert? Is this to be incidental to Concrete Box Culverts?
    Material used to backfill Structure Excavation shall be Porous Granular Embankment (Special), similar to material used for Pile Supported Embankment Load Transfer Platform. (04/07/2026)

  • What is the anticipated start date for this project?
    The contract is to start within 10 days of execution of the contract. (04/07/2026)

  • Are the plans available for the existing box culvert?
    Plans for the existing culvert structure are not available. Per Phase I documentation, existing structure has a 5' high x 7' wide opening with a single cell. (04/07/2026)

  • What is the finish for the bike rail? Galvanized? Painted?, Both?
    The Bicycle Railing on both the Culvert and the MSE Retaining Wall is to be galvanized only. (04/07/2026)

  • How is the Temp Support System shown in the Stage 2 Removal detail on Sheet 312 (S-4 of 16) to be paid?
    No Temporary Support System is needed in accordance with the IDOT Culvert Manual. The staging cross section on sheet 312 will be revised to remove this detail. (04/07/2026)

  • What is the diameter of the Soldier Pile Encasement Concrete required for the soldier piles of the retaining walls?
    For SN 016-Z066 (Wall #01), the encasement/augur diameter is 24" for both HP 12x53 and W16x89 piles. For SN 016-Z068 (Wall #03), all piles are HP 12 x53 and require an encasement/augur diameter of 24". (04/06/2026)

  • On sheet 348 and 349 of the PSE Pile Layout Plan the E.W.S.E shown in front of the MSE wall is EL = 833.0, however the E.W.S.E shown in the Typical Wall Section detail on Sheet 327, has E.W.S.E = 835.23. Please Clarify the correct E.W.S.E required for the Cofferdam TY 1 design.
    The correct E.W.S.E required for the Cofferdam TY 1 design is 835.23. (04/06/2026)

  • Please provide a jointing plan for the proposed concrete pavement.
    The contractor should bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (04/03/2026)

  • On the IDOT Bulletin site the link in the "Additional Information" folder RPT_Wang_NSB_10640101_RetWallSta75+25to78+00SGR_V01_20240710.pdf is broken. Can that that report be re-uploaded?
    The link should now work. (04/03/2026)

Authorized Bidders

  • 4813 Plote Construction, Inc.
    1100 Brandt Drive
    Hoffman Estates, IL 60192
    Phone: (847) 695-9300 Fax: (847) 695-9317 Email: bids@plote.com
    $31,680,000.00

  • 3315 A Lamp Concrete Contractors, Inc.
    1900 Wright Blvd
    Schaumburg, IL 60193
    Phone: (847) 891-6000 Fax: (847) 891-6100 Email: estimating@alampconcrete.com

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com

  • 0392 Berger Excavating Contractors, Inc. d/b/a Berger Contractors, Inc.
    1205 Garland Rd.
    Wauconda, IL 60084
    Phone: (847) 526-5457 Fax: (847) 526-4204 Email: kberger@bergercontractors.com

  • 2341 Builders Paving, LLC
    4401 Roosevelt Road
    Hillside, IL 60162
    Phone: (847) 419-9000 Fax: (847) 419-9050 Email: ssalinas@builderspavingllc.com

  • 0801 Capitol Cement Co., Inc.
    6231 N Pulaski Road
    Chicago, IL 60646
    Phone: (773) 478-2200 Fax: (773) 478-4646 Email: estimating@capitolcementco.com

  • 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

  • 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
    $36,450,121.91

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $37,022,736.68

  • 3702 Martam Construction Incorporated
    1200 Gasket Dr
    Elgin, IL 60120
    Phone: (847) 608-6800 Fax: (847) 608-6804 Email: No Record
    $33,268,522.84

  • 4482 OHLA Central, Inc.
    1011 Warrenville Rd. Suite 475
    Lisle, IL 60532
    Phone: No Record Fax: No Record Email: CentralEstimating@ohla-usa.com

Non Bidders

  • 3566 M.Q. Sewer Water Contractors, Inc. d/b/a M. Q. Construction Company
    (Pending Authorization)
    4323 N. Central Ave.
    Chicago, IL 60634
    Phone: (773) 545-4749 Fax: (773) 545-6528 Email: No Record

  • 5570 Sjostrom & Sons, Inc.
    1129 Harrison Ave.
    Rockford, IL 61104
    Phone: (815) 226-0330 Fax: (815) 226-8868 Email: heavyhighway@sjostromconstruction.com

Pay Item # UOM Description Type Quantity Unit Price
20101300 EACH TREE PRUNING (1 TO 10 INCH DIAMETER) Base items 6.000
20101350 EACH TREE PRUNING (OVER 10 INCH DIAMETER) Base items 3.000
20101700 UNIT SUPPLEMENTAL WATERING Base items 775.000
20200100 CU YD EARTH EXCAVATION Base items 8,525.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 26,843.000
20400800 CU YD FURNISHED EXCAVATION Base items 41,795.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 9,663.000
20800150 CU YD TRENCH BACKFILL Base items 902.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 19,282.000
21101505 CU YD TOPSOIL EXCAVATION AND PLACEMENT Base items 16,413.000
21101625 SQ YD TOPSOIL FURNISH AND PLACE, 6" Base items 45,824.000
21101695 SQ YD TOPSOIL FURNISH AND PLACE, 30" Base items 4,536.000
25000210 ACRE SEEDING, CLASS 2A Base items 8.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 937.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 937.000
25000750 ACRE MOWING Base items 40.000
25100115 ACRE MULCH, METHOD 2 Base items 6.000
25100645 SQ YD WILDLIFE FRIENDLY EROSION CONTROL BLANKET Base items 50,349.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 1,571.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 2,060.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 22,129.000
28000500 EACH INLET AND PIPE PROTECTION Base items 6.000
28000510 EACH INLET FILTERS Base items 153.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 66,661.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 162.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 145.000
28100205 TON STONE RIPRAP, CLASS A3 Base items 34.000
28200200 SQ YD FILTER FABRIC Base items 378.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 49,641.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 1,409.000
35501308 SQ YD HOT-MIX ASPHALT BASE COURSE, 6" Base items 563.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 14,443.000
40600370 FOOT LONGITUDINAL JOINT SEALANT Base items 32,707.000
40602985 TON HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N70 Base items 3,634.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 2,110.000
40605026 TON POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 9.5, MIX "F", N80 Base items 3,179.000
42000406 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 9 1/4" (JOINTED) Base items 40,774.000
42001300 SQ YD PROTECTIVE COAT Base items 49,925.000
42400300 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH Base items 4,865.000
42400800 SQ FT DETECTABLE WARNINGS Base items 609.000
44000100 SQ YD PAVEMENT REMOVAL Base items 66,260.000
44000164 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 3 3/4" Base items 33,321.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 1,238.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 7,007.000
44000600 SQ FT SIDEWALK REMOVAL Base items 812.000
44003100 SQ FT MEDIAN REMOVAL Base items 5,864.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 716.000
44200970 SQ YD CLASS B PATCHES, TYPE II, 10 INCH Base items 26.000
44201741 SQ YD CLASS D PATCHES, TYPE II, 8 INCH Base items 28.000
44201796 SQ YD CLASS D PATCHES, TYPE IV, 12 INCH Base items 280.000
48101500 SQ YD AGGREGATE SHOULDERS, TYPE B 6" Base items 244.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50104400 EACH CONCRETE HEADWALL REMOVAL Base items 18.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 424.000
50200100 CU YD STRUCTURE EXCAVATION Base items 931.000
50300225 CU YD CONCRETE STRUCTURES Base items 91.000
50300285 SQ FT FORM LINER TEXTURED SURFACE Base items 1,427.000
50300300 SQ YD PROTECTIVE COAT Base items 315.000
50401205 EACH PRECAST CONCRETE CAPS Base items 1,442.000
50500505 EACH STUD SHEAR CONNECTORS Base items 547.000
50700105 F.B.M. TREATED TIMBER Base items 35.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 89,950.000
50800515 EACH BAR SPLICERS Base items 125.000
50901720 FOOT BICYCLE RAILING Base items 279.000
51200610 FOOT FURNISHING TREATED PILES OVER 38 FEET Base items 64,092.000
51202305 FOOT DRIVING PILES Base items 64,092.000
51202900 EACH TEST PILE TIMBER Base items 2.000
51500100 EACH NAME PLATES Base items 5.000
52200015 SQ FT PERMANENT SHEET PILING Base items 3,284.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 6,786.000
52200100 FOOT FURNISHING SOLDIER PILES (HP SECTION) Base items 200.000
52200105 FOOT FURNISHING SOLDIER PILES (W SECTION) Base items 468.000
52200200 CU FT DRILLING AND SETTING SOLDIER PILES (IN SOIL) Base items 1,151.000
52200250 SQ FT UNTREATED TIMBER LAGGING Base items 1,747.000
52200500 SQ FT MECHANICALLY STABILIZED EARTH RETAINING WALL Base items 1,800.000
54003000 CU YD CONCRETE BOX CULVERTS Base items 299.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 1.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 1.000
54213663 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" Base items 4.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 3.000
54214743 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS - ELLIPTICAL, EQUIVALENT ROUND-SIZE 48" Base items 2.000
54260315 FOOT TRAVERSABLE PIPE GRATE FOR CONCRETE END SECTION Base items 234.000
54261315 EACH CONCRETE END SECTION, STANDARD 542001, 15", 1:3 Base items 11.000
54261318 EACH CONCRETE END SECTION, STANDARD 542001, 18", 1:3 Base items 4.000
54261324 EACH CONCRETE END SECTION, STANDARD 542001, 24", 1:3 Base items 1.000
54261330 EACH CONCRETE END SECTION, STANDARD 542001, 30", 1:3 Base items 1.000
542A0220 FOOT PIPE CULVERTS, CLASS A, TYPE 1 15" Base items 59.000
542A0229 FOOT PIPE CULVERTS, CLASS A, TYPE 1 24" Base items 52.000
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 1,772.000
550A0070 FOOT STORM SEWERS, CLASS A, TYPE 1 15" Base items 545.000
550A0090 FOOT STORM SEWERS, CLASS A, TYPE 1 18" Base items 178.000
550A0110 FOOT STORM SEWERS, CLASS A, TYPE 1 21" Base items 84.000
550A0140 FOOT STORM SEWERS, CLASS A, TYPE 1 30" Base items 2.000
550A0340 FOOT STORM SEWERS, CLASS A, TYPE 2 12" Base items 2,301.000
550A0360 FOOT STORM SEWERS, CLASS A, TYPE 2 15" Base items 1,449.000
550A0380 FOOT STORM SEWERS, CLASS A, TYPE 2 18" Base items 725.000
550A0400 FOOT STORM SEWERS, CLASS A, TYPE 2 21" Base items 222.000
550A0410 FOOT STORM SEWERS, CLASS A, TYPE 2 24" Base items 28.000
550A0430 FOOT STORM SEWERS, CLASS A, TYPE 2 30" Base items 156.000
550A0450 FOOT STORM SEWERS, CLASS A, TYPE 2 36" Base items 149.000
550A4710 FOOT STORM SEWERS, CLASS A, TYPE 1 EQUIVALENT ROUND-SIZE 48" Base items 91.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 1,646.000
55100700 FOOT STORM SEWER REMOVAL 15" Base items 40.000
55100900 FOOT STORM SEWER REMOVAL 18" Base items 28.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 143.000
60108100 FOOT PIPE UNDERDRAINS 4" (SPECIAL) Base items 266.000
60108204 FOOT PIPE UNDERDRAINS, TYPE 2, 4" Base items 14,068.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 330.000
60201105 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE Base items 7.000
60201340 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 24 FRAME AND GRATE Base items 3.000
60204805 EACH CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 11 FRAME AND GRATE Base items 24.000
60205040 EACH CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 24 FRAME AND GRATE Base items 104.000
60207605 EACH CATCH BASINS, TYPE C, TYPE 8 GRATE Base items 6.000
60221100 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 45.000
60223800 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60250500 EACH CATCH BASINS TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID Base items 1.000
60255500 EACH MANHOLES TO BE ADJUSTED Base items 10.000
60257900 EACH MANHOLES TO BE RECONSTRUCTED Base items 8.000
60500040 EACH REMOVING MANHOLES Base items 12.000
60500050 EACH REMOVING CATCH BASINS Base items 1.000
60500060 EACH REMOVING INLETS Base items 14.000
60602800 FOOT CONCRETE GUTTER, TYPE B Base items 714.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 10,782.000
60605000 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 Base items 14,212.000
60609200 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-6.12 Base items 100.000
60618300 SQ FT CONCRETE MEDIAN SURFACE, 4 INCH Base items 12,604.000
60619600 SQ FT CONCRETE MEDIAN, TYPE SB-6.12 Base items 2,977.000
60622000 SQ FT CONCRETE MEDIAN, TYPE SM-2.12 Base items 14.000
60624600 SQ FT CORRUGATED MEDIAN Base items 360.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 1,756.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 1.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 5.000
63200310 FOOT GUARDRAIL REMOVAL Base items 294.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 25,225.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 8.000
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 60.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 30.000
67100100 L SUM MOBILIZATION Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 330.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 405.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 25,142.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 280,347.000
70300211 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - PAINT Base items 874.000
70300221 FOOT TEMPORARY PAVEMENT MARKING - LINE 4"- PAINT Base items 16,098.000
70300241 FOOT TEMPORARY PAVEMENT MARKING - LINE 6"- PAINT Base items 2,755.000
70300261 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- PAINT Base items 209.000
70300281 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- PAINT Base items 142.000
70303100 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - MODIFIED URETHANE Base items 2,625.000
70303120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - MODIFIED URETHANE Base items 48,468.000
70303130 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" - MODIFIED URETHANE Base items 14,448.000
70303140 FOOT TEMPORARY PAVEMENT MARKING - LINE 8" - MODIFIED URETHANE Base items 825.000
70303160 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- MODIFIED URETHANE Base items 5,292.000
70303210 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- MODIFIED URETHANE Base items 1,122.000
70307100 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - TYPE IV TAPE Base items 1,529.000
70307120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE Base items 147,343.000
70307130 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" - TYPE IV TAPE Base items 11,568.000
70307160 FOOT TEMPORARY PAVEMENT MARKING - LINE 12"- TYPE IV TAPE Base items 850.000
70307210 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- TYPE IV TAPE Base items 947.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 6,237.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 1,440.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 6,825.000
70500100 FOOT TEMPORARY STEEL PLATE BEAM GUARDRAIL, TYPE A Base items 630.000
70500615 EACH TEMPORARY TRAFFIC BARRIER TERMINAL, TYPE 1 Base items 1.000
70500625 EACH TEMPORARY TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 2.000
70600260 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 12.000
70600332 EACH IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3 Base items 6.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 542.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 70.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 33.000
72400200 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE B Base items 4.000
72400310 SQ FT REMOVE SIGN PANEL - TYPE 1 Base items 210.000
72400320 SQ FT REMOVE SIGN PANEL - TYPE 2 Base items 133.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 6.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 483.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 793.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 7,608.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 5,483.000
78000500 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 8" Base items 627.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 2,411.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 205.000
78004635 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 7" Base items 2,907.000
78009000 SQ FT MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 780.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 15,409.000
78009006 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 6" Base items 4,684.000
78009008 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 8" Base items 275.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 1,598.000
78009024 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 24" Base items 357.000
78011040 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 8" Base items 2,907.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 607.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 21.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 497.000
78300201 SQ FT PAVEMENT MARKING REMOVAL - GRINDING Base items 294,974.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 21,599.000
81028200 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA. Base items 9,122.000
81028220 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 3" DIA. Base items 522.000
81028240 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA. Base items 1,432.000
81400100 EACH HANDHOLE Base items 27.000
81400200 EACH HEAVY-DUTY HANDHOLE Base items 9.000
81400300 EACH DOUBLE HANDHOLE Base items 4.000
85000200 EACH MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION Base items 3.000
87300925 FOOT ELECTRIC CABLE IN CONDUIT, TRACER, NO. 14 1C Base items 14,297.000
87301215 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 2C Base items 2,887.000
87301225 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 3C Base items 4,611.000
87301245 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 5C Base items 10,211.000
87301255 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 7C Base items 3,331.000
87301305 FOOT ELECTRIC CABLE IN CONDUIT, LEAD-IN, NO. 14 1 PAIR Base items 11,363.000
87301805 FOOT ELECTRIC CABLE IN CONDUIT, SERVICE, NO. 6 2 C Base items 292.000
87301900 FOOT ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDING CONDUCTOR, NO. 6 1C Base items 2,749.000
87502500 EACH TRAFFIC SIGNAL POST, GALVANIZED STEEL 16 FT. Base items 13.000
87700210 EACH STEEL MAST ARM ASSEMBLY AND POLE, 34 FT. Base items 1.000
87700240 EACH STEEL MAST ARM ASSEMBLY AND POLE, 40 FT. Base items 1.000
87700250 EACH STEEL MAST ARM ASSEMBLY AND POLE, 42 FT. Base items 3.000
87700270 EACH STEEL MAST ARM ASSEMBLY AND POLE, 46 FT. Base items 2.000
87700290 EACH STEEL MAST ARM ASSEMBLY AND POLE, 50 FT. Base items 3.000
87700310 EACH STEEL MAST ARM ASSEMBLY AND POLE, 54 FT. Base items 1.000
87700400 EACH STEEL MAST ARM ASSEMBLY AND POLE, 60 FT. Base items 1.000
87800100 FOOT CONCRETE FOUNDATION, TYPE A Base items 60.000
87800150 FOOT CONCRETE FOUNDATION, TYPE C Base items 12.000
87800415 FOOT CONCRETE FOUNDATION, TYPE E 36-INCH DIAMETER Base items 149.000
87800420 FOOT CONCRETE FOUNDATION, TYPE E 42-INCH DIAMETER Base items 21.000
87900200 EACH DRILL EXISTING HANDHOLE Base items 10.000
88030020 EACH SIGNAL HEAD, LED, 1-FACE, 3-SECTION, MAST-ARM MOUNTED Base items 29.000
88030050 EACH SIGNAL HEAD, LED, 1-FACE, 3-SECTION, BRACKET MOUNTED Base items 18.000
88030100 EACH SIGNAL HEAD, LED, 1-FACE, 5-SECTION, BRACKET MOUNTED Base items 9.000
88030110 EACH SIGNAL HEAD, LED, 1-FACE, 5-SECTION, MAST-ARM MOUNTED Base items 7.000
88102717 EACH PEDESTRIAN SIGNAL HEAD, LED, 1-FACE, BRACKET MOUNTED WITH COUNTDOWN TIMER Base items 16.000
88200410 EACH TRAFFIC SIGNAL BACKPLATE, LOUVERED, FORMED PLASTIC Base items 36.000
88500100 EACH INDUCTIVE LOOP DETECTOR Base items 36.000
88600100 FOOT DETECTOR LOOP, TYPE I Base items 1,909.000
89000100 EACH TEMPORARY TRAFFIC SIGNAL INSTALLATION Base items 3.000
89501250 EACH RELOCATE EXISTING TRAFFIC SIGNAL EQUIPMENT Base items 3.000
89501400 EACH RELOCATE EXISTING EMERGENCY VEHICLE PRIORITY SYSTEM, DETECTOR UNIT Base items 8.000
89501410 EACH RELOCATE EXISTING EMERGENCY VEHICLE PRIORITY SYSTEM, PHASING UNIT Base items 3.000
89502200 EACH MODIFY EXISTING CONTROLLER Base items 1.000
89502300 FOOT REMOVE ELECTRIC CABLE FROM CONDUIT Base items 7,495.000
89502375 EACH REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT Base items 3.000
89502380 EACH REMOVE EXISTING HANDHOLE Base items 27.000
89502382 EACH REMOVE EXISTING DOUBLE HANDHOLE Base items 6.000
89502385 EACH REMOVE EXISTING CONCRETE FOUNDATION Base items 27.000
A2002008 EACH TREE, AESCULUS FLAVEA (YELLOW SWEET BUCKEYE), 2" CALIPER, BALLED AND BURLAPPED Base items 4.000
A2002470 EACH TREE, BETULA NIGRA HERITAGE (HERITAGE RIVER BIRCH), 8' HEIGHT, CLUMP FORM, BALLED AND BURLAPPED Base items 5.000
A2002516 EACH TREE, CARPINUS CAROLINIANA (AMERICAN HORNBEAM), 2" CALIPER, BALLED AND BURLAPPED Base items 12.000
A2002716 EACH TREE, CARYA OVATA (SHAGBARK HICKORY), 2" CALIPER, BALLED AND BURLAPPED Base items 3.000
A2002879 EACH TREE, CELTIS OCCIDENTALIS CHICAGOLAND, (CHICAGOLAND COMMON HACKBERRY), 2" CALIPER, BALLED AND BURLAPPED Base items 7.000
A2003040 EACH TREE, CELTIS OCCIDENTALIS JFS-KSU1 (PRAIRIE SENTINEL HACKBERRY), 2" CALIPER, BALLED AND BURLAPPED Base items 14.000
A2004512 EACH TREE, GINKGO BILOBA AUTUMN GOLD (AUTUMN GOLD GINKGO), 2" CALIPER, BALLED AND BURLAPPED Base items 4.000
A2004516 EACH TREE, GINKGO BILOBA PRINCETON SENTRY (PRINCETON SENTRY GINKGO), 2" CALIPER, BALLED AND BURLAPPED Base items 12.000
A2004702 EACH TREE, GLEDITSIA TRIACANTHOS INERMIS IMPERIAL (IMPERIAL HONEYLOCUST), 2" CALIPER, BALLED AND BURLAPPED Base items 6.000
A2005418 EACH TREE, LIRIODENDRON TULIPIFERA 'JFS-OZ' (EMERALD CITY TULIP TREE) 2" CALIPER, BALLED AND BURLAPPED Base items 5.000
A2005605 EACH TREE, OSTRYA VIRGINIANA (AMERICAN HOPHORNBEAM), 5' HEIGHT, CLUMP FORM, BALLED AND BURLAPPED Base items 7.000
A2006403 EACH TREE, QUERCUS ALBA X ROBUR SCARLET LETTER (SCARLET LETTER OAK) 2" CALIPER BALLED AND BURLAPPED Base items 10.000
A2006412 EACH TREE, QUERCUS ALBA X ROBUR CRIMSCHMIDT (CRIMSON SPIRE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 7.000
A2006515 EACH TREE, QUERCUS BICOLOR BONNIE AND MIKE (BEACON SWAMP WHITE OAK) 2" CALIPER BALLED AND BURLAPPED Base items 11.000
A2006516 EACH TREE, QUERCUS BICOLOR (SWAMP WHITE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 11.000
A2007102 EACH TREE, QUERCUS ROBUR X ALBA "JFS-KW1QX" (STREETSPIRE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 8.000
A2007132 EACH TREE, QUERCUS SCHUETTI (SWAMP BUR OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 9.000
A2007210 EACH TREE, QUERCUS X MACDANIELLI CLEMONS (HERITAGE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 6.000
A2007616 EACH TREE, TAXODIUM DISTICHUM (COMMON BALD CYPRESS), 2" CALIPER, BALLED AND BURLAPPED Base items 4.000
A2008482 EACH TREE, ULMUS AMERICANA JEFFERSON (JEFFERSON AMERICAN ELM) 2" CALIPER, BALLED AND BURLAPPED Base items 3.000
A2017816 EACH TREE, TILIA AMERICANA MCKSENTRY (SENTRY AMERICAN LINDEN/ BASSWOOD),2" CALIPER, BALLED AND BURLAPPED Base items 4.000
B2000131 EACH TREE, ACER FREEMANII BAILSTON (MATADOR MAPLE), 2" CALIPER, BALLED & BURLAPPED Base items 5.000
B2001225 EACH TREE, CERCIS CANADENSIS COLUMBUS (COLUMBUS EASTER REDBUD) 5' HEIGHT Base items 7.000
B2001463 EACH TREE, CORNUS MAS 'GOLDEN GLORY'(GOLDEN GLORY CORNELIAN CHERRY DOGWOOD), 2" CALIPER, BALLED AND BURLAPPED Base items 6.000
B2001664 EACH TREE, CRATAEGUS CRUSGALLI INERMIS (THORN LESS COCKSPUR HAWTHORN), 5' HEIGHT, SHRUB FORM, BALLED AND BURLAPPED Base items 14.000
B2002772 EACH TREE, MALUS X ADSTRINGENS 'DURELO' (GLADIATOR CRABAPPLE), 2" CALIPER, BALLED AND BURLAPPED Base items 11.000
B2005001 EACH TREE, MALUS SHOTIZAM, (SHOWTIME CRABAPPLE), 2" CALPIER, TREE FORM, BALLED AND BURLAPPED Base items 9.000
B2005136 EACH TREE, MALUS SPRING SNOW (SPRING SNOW CRABAPPLE), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 5.000
B2005385 EACH TREE, METASEQUOIA GLYPTOSTROBOIDES (DAWN REDWOOD), 2" CALIPER, BALLED AND BURLAPPED Base items 3.000
B2010070 EACH TREE, CLADRASTIS KENTUCKEA (AMERICAN YELLOWWOOD), 2" CALIPER, BALLED AND BURLAPPED Base items 3.000
C2000136 EACH SHRUB, AESCULUS PARVIFLORA (BOTTLEBRUSH BUCKEYE), 3' HEIGHT, BALLED AND BURLAPPED Base items 50.000
C2000660 EACH SHRUB, ARONIA MELANOCARPA MORTON (IROQUOIS BEAUTY BLACK CHOKEBERRY), 2'-6" HEIGHT, BALLED AND BURLAPPED Base items 18.000
C2001162 EACH SHRUB, CEPHALANTHUS OCCIDENTALIS (BUTTON BUSH), CONTAINER GROWN, 5-GALLON Base items 22.000
C2002048 EACH SHRUB, CORYLUS AMERICANA (AMERICAN FILBERT), 4' HEIGHT, BALLED AND BURLAPPED Base items 33.000
C20022G3 EACH SHRUB, DIERVILLA G2X8854411 (KODIAK RED BUSH HONEYSUCKLE) CONTAINER GROWN 3-GALLON Base items 31.000
C2003260 EACH SHRUB, HAMAMELIS VERNALIS (VERNAL WITCH HAZEL), 5' HEIGHT, BALLED AND BURLAPPED Base items 19.000
C2004853 EACH SHRUB, PHYSOCARPUS OPULIFOLIUS SEWARD (SUMMER WINE COMMON NINEBARK) 3' HEIGHT BALLED AND BURLAPPED Base items 35.000
C2007010 EACH SHRUB, ROSA RADRAZZ (KNOCKOUT ROSE), CONTAINER GROWN, 3-GALLON Base items 178.000
C2009270 EACH SHRUB, ROSA NOARE (FLOWER CARPET RED GROUNDCOVER ROSE) CONTAINER GROWN 3 GALLON Base items 55.000
C2009605 EACH SHRUB, SAMBUCUS CANADENSIS (AMERICAN ELDER), CONTAINER GROWN 5 GALLON Base items 60.000
C2011948 EACH SHRUB, VIBURNUM DENTATUM RALPH SENIOR (AUTUMN JAZZ ARROWWOOD VIBURNUM), 4' HEIGHT, BALLED AND BURLAPPED Base items 32.000
C2C10930 EACH SHRUB, SYRINGA MEYERI PALIBIN (DWARF KOREAN LILAC), CONTAINER GROWN, 5- GALLON Base items 25.000
D2002484 EACH EVERGREEN, PINUS FLEXILIS VANDERWOLF'S PYRAMID (VANDERWOLF'S PYRAMID LIMBER PINE), 7' HEIGHT, BALLED AND BURLAPPED Base items 11.000
K0012970 UNIT PERENNIAL PLANTS, BULB TYPE Base items 523.000
K0012990 UNIT PERENNIAL PLANTS, ORNAMENTAL TYPE, GALLON POT Base items 74.000
K0026850 SQ YD PERENNIAL PLANT CARE Base items 20,243.000
K0036120 SQ YD MULCH PLACEMENT 4" Base items 125.000
K1005863 EACH TREE ROOT PRUNING Base items 20.000
X0320050 L SUM CONSTRUCTION LAYOUT (SPECIAL) Base items 1.000
X0324085 FOOT EMERGENCY VEHICLE PRIORITY SYSTEM LINE SENSOR CABLE, NO. 20 3/C Base items 1,657.000
X0324599 FOOT ROD AND CLEAN EXISTING CONDUIT Base items 2,556.000
X1200050 FOOT BOX CULVERT REMOVAL Base items 76.000
X1400102 FOOT OUTDOOR RATED NETWORK CABLE Base items 226.000
X1400150 EACH SERVICE INSTALLATION, GROUND MOUNTED, METERED Base items 3.000
X1400216 EACH LAYER II (DATALINK) SWITCH Base items 2.000
X1400217 EACH TERMINATE FIBER IN CABINET Base items 2.000
X1400367 EACH PEDESTRIAN SIGNAL POST, 10 FT. Base items 4.000
X1400368 EACH RELOCATE EXISTING PTZ CAMERA Base items 2.000
X1400378 EACH PEDESTRIAN SIGNAL POST, 5 FT. Base items 1.000
X1400460 EACH LAYER III (NETWORK) SWITCH Base items 1.000
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X2100002 UNIT PRUNING FOR SAFETY AND EQUIPMENT CLEARANCE Base items 1.000
X2502014 ACRE SEEDING, CLASS 4A (MODIFIED) Base items 2.000
X2502024 ACRE SEEDING, CLASS 4B (MODIFIED) Base items 1.000
X2503110 ACRE MOWING (SPECIAL) Base items 30.000
X2511630 SQ YD EROSION CONTROL BLANKET (SPECIAL) Base items 3,072.000
X3010104 SQ YD BIAXIAL GEOGRID Base items 28,505.000
X4021000 EACH TEMPORARY ACCESS (PRIVATE ENTRANCE) Base items 4.000
X4022000 EACH TEMPORARY ACCESS (COMMERCIAL ENTRANCE) Base items 2.000
X4024100 SQ YD TEMPORARY ACCESS (WINTERIZE) Base items 2,000.000
X5021512 EACH COFFERDAM (TYPE 1) (IN-STREAM/WETLAND WORK) Base items 2.000
X5021514 EACH COFFERDAM (TYPE 2) (IN-STREAM/WETLAND WORK) Base items 2.000
X5510011 EACH PROPOSED STORM SEWER CONNECTION TO EXISTING MANHOLE Base items 2.000
X5537800 FOOT STORM SEWERS TO BE CLEANED 12" Base items 943.000
X5537900 FOOT STORM SEWERS TO BE CLEANED 15" Base items 228.000
X5538000 FOOT STORM SEWERS TO BE CLEANED 18" Base items 833.000
X5538600 FOOT STORM SEWERS TO BE CLEANED 36" Base items 718.000
X5538700 FOOT STORM SEWERS TO BE CLEANED 42" Base items 201.000
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X6640104 FOOT FENCE REMOVAL Base items 1,374.000
X6640525 FOOT CHAIN LINK FENCE, 4' ATTACHED TO STRUCTURE Base items 274.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7050167 EACH TEMPORARY TRAFFIC BARRIER TERMINAL, TYPE 1, SPECIAL (TANGENT) Base items 1.000
X7200061 SQ FT TEMPORARY INFORMATION SIGNING Base items 149.000
X8570215 EACH FULL-ACTUATED CONTROLLER IN EXISTING CABINET Base items 1.000
X8620310 EACH REMOVE AND REPLACE BATTERIES FOR UNINTERUPTABLE POWER SUPPLY, EXTENDED Base items 3.000
X8710015 FOOT FIBER OPTIC CABLE IN CONDUIT, 24 FIBERS, SINGLE MODE Base items 14,297.000
X8710094 EACH FIBER OPTIC INTERCONNECT CENTER, 48 PORT Base items 1.000
X8710317 EACH SPLICE FIBER IN CABINET Base items 2.000
X8760200 EACH ACCESSIBLE PEDESTRIAN SIGNALS Base items 16.000
X8780012 FOOT CONCRETE FOUNDATION, TYPE A 12-INCH DIAMETER Base items 20.000
X8891009 EACH VIDEO VEHICLE DETECTION SYSTEM, SINGLE APPROACH Base items 1.000
X8900104 EACH TEMPORARY TRAFFIC SIGNAL TIMING Base items 3.000
Z0018500 EACH DRAINAGE STRUCTURES TO BE CLEANED Base items 19.000
Z0040530 FOOT PIPE UNDERDRAIN REMOVAL Base items 250.000
Z0062456 SQ YD TEMPORARY PAVEMENT Base items 16,558.000
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.