Home > Notice of Letting > Contract Detail

January 18, 2019 Letting 10:00 AM
139-61E15

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

Bulletin Description

Reconstructin of Chicago Street from Center Street to Liberty Street, in the City of Elgin.
Region District DBE % VBP % Federal Project #
1 1 20.00 0.00 E79I(005)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Kane
  • FAU 1321
  • 12-00183-00-PV (ELGIN)
  • C-91-048-18
  • 1-21516-0000
Contract Specifics
Completion Date: November 01, 2020 Plus 10 Working Days
Previously advertised on March 09, 2018 (Item 134).
No More Contract Specifics

Ask Subscribe Questions and Answers (13 Submitted / 13 Answered ) Questions not accepted as of January 08, 2019 04:30 PM.

  • Earlier response (1/4/2019) below regarding Stage 3 pavement removal limits confirm that the existing pavement can be sawcut 1.5' north of the centerline to construct the proposed pavement whose edge is at the centerline, leaving only 1.5' from the edge line of the active lane to the drop-off (see Sheet 35). The more recent response below stated the drop-off is 3' from traveled lane. Please clarify.
    Approval of saw cutting limits on the temporary pavement will depend on specifics provided in the means and methods proposal given by the Contractor receiving the Contract Award. It was previously stated that there will be a total three feet between the traveled edge of temporary pavement and the new centerline. It is anticipated that this will be enough space to provide for staged construction of the new 8" jointed PCC pavement and placement of a vertical barricade. (01/09/2019)

  • The soil borings provided only go to a depth of 10' and the proposed sewer is to be installed up to 18' in depth. Can additional soil borings be provided which cover the depth of the proposed utility installation? If not, how should we figure our pricing for the utilities in these areas that are installed at a greater depth then the information provided? Additional items that would be required are tbf, dewatering, slower productions.
    There is not time to perform additional borings. The majority of the storm sewer is at 10' depth or under. For bidding purposes for the deeper storm sewer, we recommend that they assume the soil profile and water table is similar to the borings provided at 10' depth. If it turns out not to be, then they will be entitled to a force account extra. (01/09/2019)

  • What is the minimum depth of cover for the installation of water services? From Station 100+00 to 110+00 the long water services running to the South parkway of Chicago Street will be in conflict with the proposed storm sewer and we are trying to determine whether or not the services can be ran above or below the sewer. Will we be required to run the water services under the storm sewer in this area?
    The minimum depth of cover for the installation of water services is 5.5'. Yes, the Contractor will be required to run the water services under the storm sewer in the area of conflict. (01/09/2019)

  • I still do not see any provided information on the boat ramp. How will we be able to ask questions about it after today since today is the deadline to ask questions?
    Addendum A was issued to revise the Schedule of Prices. in iCX. The Boat Ramp pay item X0327981 was added in error. Addendum A deletes Pay item X0327981 and replaces it with pay item X0327980, Pavement Marking Removal – Water Blasting. (01/08/2019)

  • Pavement removal and subgrade cut during Stage 3 will result in a >2" (up to 20") drop-off within 2' of traveled lane. Please confirm that temporary concrete barrier wall will not be needed.
    In Stage 3, the drop-off is 3' from the travelled lane. No temporary concrete barrier is needed. (01/08/2019)

  • Since TRENCH BACKFILL will be constructed and paid for up to finish grade in Stage 1 for sewer work and Stage 2 for water main work, please confirm that this interim trench backfill material is to be removed up to the bottom of proposed AGGREGATE SUBGRADE IMPROVEMENT, 12" in Stages 3 and 4, and that removal of this 20" overburden material will be paid for as EARTH EXCAVATION.
    The removal of the overburden material will be paid for as Earth Excavation. Since TRENCH BACKFILL will be constructed and paid for up to finish grade in Stage 1 for sewer work and Stage 2 for water main work, please confirm that this interim trench backfill material is to be removed up to the bottom of proposed AGGREGATE SUBGRADE IMPROVEMENT, 12" in Stages 3 and 4, and that removal of this 20" overburden material will be paid for as EARTH EXCAVATION. (01/04/2019)

  • The Driveway thicknesses in the mix table are a mess...
    An addendum will be issued. See Addendum B; The remaining thicknesses for the stabilized driveway pavements are Aggregate Base Course, Type B, which would not be shown on the mix table. For reference, the detail for stabilized driveways is included on sheet 92. The 10” driveway includes 2” HMA surface, 2.25” HMA binder, and 5.75” Aggregate base course, type B. The 8” driveway includes 3” HMA surface and 5” Aggregate base course, type B. (01/04/2019)

  • The staging plan cross sections for Stage 3 on Sheet No. 35 show construction limits at the center line which coincide with the edge of proposed PCC pavement to be constructed during this stage. Since this MOT configuration does not provide space for either track/string line for slipforming or side forms for frame/pour method and given the grade differential b/w exstg and prop pvt at the C/L , will the Department issue revised Stage 3 plans in order to properly construct the prop. PCC pavement?
    During Stage 3, at the time of constructing the 8" jointed PCC pavement, there will be 4" of temporary HMA pavement over 4" of stone on the lane opposite of the work area. The staging as currently shown has a 1.5 foot gap, and another 1.5 foot space for placement of a vertical barricade, for a total of three feet between the centerline and the traveled edge of pavement. It is anticipated that enough space has been provided to prevent the 4" thick face of exposed stone on the active lanes from undermining so that the new pavement may be constructed using either slip form or pour in place methods with formwork. The 1.5 foot gap as shown was provided in this stage for this purpose. (01/04/2019)

  • I do not see any information or specifications on pay item X0327981 Boat Ramp. Please provide any/all information on this pay item.
    An addendum will be issued. (01/02/2019)

  • Can we get a copy of the following reports which are listed on page 149 of the special provisions? Preliminary Site Investigation (PSI) Preliminary Environmental Site Assessment (PESA) Soils / Geotechnical Report LPC-663 Documentation
    The below information is provided on page 149 of the special provisions. Those seeking these reports should request access from: Colleen Jaltuch Engineering Enterprises, Inc. (on behalf of City of Elgin) 52 Wheeler Road Sugar Grove, IL 60554 630-466-6700 cjaltuch@eeiweb.com (01/02/2019)

  • What is pay item X0327981 Boat Ramp? A special provision was not included for this item and it is also not listed in the summary of quantities in the plans.
    An addendum will be issued. (01/02/2019)

  • The special provisions for Connections To Existing Water Main include a tapping valve, saddle, valve vault and closed lid as if they are pressure connections. The plan details show the water main connections as a cut-in-sleeved connection. Please clarify the type of WM connection.
    The water main connections should be cut-in-sleeved connections as shown in the plan details. (01/02/2019)

  • What is the Method of Measurement for Trench Backfill? Will the payment depth for TBF be based on the spring line of the pipe or 12" above top of pipe? Will the 8" of granular material used to top off the trench (per special provisions) be measured for payment as Trench Backfill? The special provisions call for the trench backfill material to meet the gradation for FM-02, the plan details show CA-6, FA-6 or CA-7 as the granular backfill. Are all four gradations acceptable for trench backfill?
    What is the Method of Measurement for Trench Backfill? The Method of Measurement for Trench Backfill will be according to Article 208.03 (b) of the Standard Specifications for Road and Bridge Construction, Adopted April 1, 2016. Will the payment depth for TBF be based on the spring line of the pipe or 12" above top of pipe? Will the 8" of granular material used to top off the trench (per special provisions) be measured for payment as Trench Backfill? The payment depth should be based on the spring line of the pipe. Yes, the 8" granular material will be paid for as trench backfill and shall be of gradation shown in the special provision. The special provisions call for the trench backfill material to meet the gradation for FM-02, the plan details show CA-6, FA-6 or CA-7 as the granular backfill. Are all four gradations acceptable for trench backfill? For trench backfill, the City will only accept material that meets the gradation for FM-02. (12/20/2018)

Authorized Bidders

  • 3702 Martam Construction Incorporated
    1200 Gasket Dr
    Elgin, IL 60120
    Phone: (847) 608-6800 Fax: (847) 608-6804 Email: No Record
    $7,616,826.05

  • 3315 A Lamp Concrete Contractors, Inc.
    1900 Wright Blvd
    Schaumburg, IL 60193
    Phone: (847) 891-6000 Fax: (847) 891-6100 Email: estimating@alampconcrete.com
    $8,630,426.95

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $8,952,330.74

  • 0231 Arrow Road Construction, LLC
    4401 W. Roosevelt Road
    Hillside, IL 60162
    Phone: (847) 419-9000 Fax: (847) 419-9050 Email: bids@arrowroad.com

  • 0362 Benchmark Construction Co., Inc.
    2260 Southwind Blvd
    Bartlett, IL 60103
    Phone: (630) 497-1700 Fax: (630) 497-1737 Email: dominickf@bmk8.com
    $9,088,346.93

  • 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

  • 0551 Bolder Contractors, Inc.
    316 Cary Point Drive
    Cary, IL 60013
    Phone: (847) 236-0785 Fax: (847) 236-0786 Email: doug_abbey@yahoo.com
    $9,681,960.78

  • 1216 Copenhaver Construction, Inc.
    75 Koppie Dr
    Gilberts, IL 60136
    Phone: (847) 428-6696 Fax: (847) 428-6798 Email: copenhaverinc@yahoo.com
    $7,800,336.53

  • 4813 Plote Construction, Inc.
    1100 Brandt Drive
    Hoffman Estates, IL 60192
    Phone: (847) 695-9300 Fax: (847) 695-9317 Email: bids@plote.com
    $8,031,875.23

  • 1560 R. W. DUNTEMAN COMPANY
    600 S. LOMBARD RD.
    ADDISON, IL 60101
    P. O. BOX 1129
    ADDISON, IL 60101
    Phone: (630) 953-1500 Fax: (630) 932-0994 Email: estimating@rwdco.com
    $9,239,453.27

  • 5378 Schroeder Asphalt Services, Inc.
    11022 Grant Hwy.
    Marengo, IL 60152
    PO Box 831
    Huntley, IL 60142
    Phone: (815) 923-4380 Fax: (815) 923-4389 Email: No Record

Non Bidders

  • 1305 Curran Contracting Company
    286 Memorial Court
    Crystal Lake, IL 60014
    Phone: (815) 455-5100 Fax: (815) 455-7894 Email: estimating@currancontracting.com

  • 2657 Home Towne Electric, Inc.
    35220 Rt 83
    Lake Villa, IL 60046
    P.O. Box 863
    Lake Villa, IL 60046
    Phone: (847) 223-2800 Fax: (847) 223-7577 Email: No Record

  • 3494 Lorusso Cement Contractors, INC.
    1090 Carolina Drive
    West Chicago, IL 60185
    Phone: (630) 231-9009 Fax: (630) 231-9083 Email: No Record

  • 4677 Path Construction Company, Inc.
    125 E. Algonquin Road
    Arlington Heights, IL 60005
    Phone: (847) 997-9147 Fax: (847) 398-7101 Email: PSowa@pathcc.com

  • 9016 Rula's Enterprises
    1030 S La Grange Rd Ste 4
    La Grange, IL 60525
    Phone: (708) 354-4311 Fax: (708) 354-4312 Email: Rulas_Enterp@Yahoo.com

  • 1221 Virgil Cook & Son, Inc.
    119 N Eighth St.
    Dekalb, IL 60115
    PO Box 805
    DeKalb, IL 60115
    Phone: (815) 756-4854 Fax: (815) 756-4289 Email: vcookson@aol.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 45.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 96.000
20101100 EACH TREE TRUNK PROTECTION Base items 44.000
20101200 EACH TREE ROOT PRUNING Base items 44.000
20200100 CU YD EARTH EXCAVATION Base items 3,734.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 516.000
20800150 CU YD TRENCH BACKFILL Base items 9,801.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 2,686.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 5,562.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 70.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 70.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 70.000
25200110 SQ YD SODDING, SALT TOLERANT Base items 5,562.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 250.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 458.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 117.000
28000500 EACH INLET AND PIPE PROTECTION Base items 89.000
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 896.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 19,407.000
35101400 TON AGGREGATE BASE COURSE, TYPE B Base items 6,384.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 6,052.000
35300300 SQ YD PORTLAND CEMENT CONCRETE BASE COURSE 8" Base items 67.000
35501308 SQ YD HOT-MIX ASPHALT BASE COURSE, 6" Base items 448.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 303.000
40601005 TON HOT-MIX ASPHALT REPLACEMENT OVER PATCHES Base items 37.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 73.000
40603335 TON HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 Base items 3,590.000
42000301 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 8" (JOINTED) Base items 15,829.000
42001300 SQ YD PROTECTIVE COAT Base items 17,794.000
42300200 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH Base items 757.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 45,015.000
42400300 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH Base items 3,269.000
42400800 SQ FT DETECTABLE WARNINGS Base items 834.000
44000100 SQ YD PAVEMENT REMOVAL Base items 20,015.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 727.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 8,868.000
44000600 SQ FT SIDEWALK REMOVAL Base items 48,885.000
44002216 SQ YD HOT-MIX ASPHALT REMOVAL OVER PATCHES, 4" Base items 166.000
44201333 SQ YD CLASS C PATCHES, TYPE III, 8 INCH Base items 28.000
44201359 SQ YD CLASS C PATCHES, TYPE IV, 10 INCH Base items 80.000
44201692 SQ YD CLASS D PATCHES, TYPE II, 4 INCH Base items 327.000
44201694 SQ YD CLASS D PATCHES, TYPE III, 4 INCH Base items 174.000
44201696 SQ YD CLASS D PATCHES, TYPE IV, 4 INCH Base items 579.000
44201765 SQ YD CLASS D PATCHES, TYPE II, 10 INCH Base items 124.000
44201769 SQ YD CLASS D PATCHES, TYPE III, 10 INCH Base items 108.000
44201771 SQ YD CLASS D PATCHES, TYPE IV, 10 INCH Base items 495.000
550A2320 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 12" Base items 1,440.000
550A2330 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 15" Base items 33.000
550A2340 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 18" Base items 97.000
550A2360 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 24" Base items 280.000
550A2520 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 12" Base items 273.000
550A2530 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 15" Base items 335.000
550A2540 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 18" Base items 210.000
550A2560 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 24" Base items 413.000
550A2580 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 30" Base items 20.000
550A2610 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 42" Base items 654.000
550A2620 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 48" Base items 927.000
550A2630 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 54" Base items 555.000
550A2760 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 3 24" Base items 43.000
550A2800 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 3 36" Base items 357.000
550A2810 FOOT STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 3 42" Base items 321.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 958.000
56100500 FOOT WATER MAIN 4" Base items 25.000
56100700 FOOT WATER MAIN 8" Base items 905.000
56100900 FOOT WATER MAIN 12" Base items 3,501.000
56104600 EACH WATER VALVES 2" Base items 2.000
56104800 EACH WATER VALVES 4" Base items 2.000
56105000 EACH WATER VALVES 8" Base items 14.000
56105200 EACH WATER VALVES 12" Base items 7.000
56106400 FOOT ADJUSTING WATER MAIN 8" Base items 100.000
56200300 FOOT WATER SERVICE LINE 1" Base items 2,410.000
56200500 FOOT WATER SERVICE LINE 1 1/2" Base items 82.000
56200700 FOOT WATER SERVICE LINE 2" Base items 26.000
56201120 FOOT WATER SERVICE LINE 4" Base items 32.000
56201400 EACH CORPORATION STOPS 1" Base items 98.000
56201600 EACH CORPORATION STOPS 1 1/2" Base items 2.000
56201800 EACH CORPORATION STOPS 2" Base items 2.000
56400500 EACH FIRE HYDRANTS TO BE REMOVED Base items 8.000
56500800 EACH DOMESTIC WATER SERVICE BOXES Base items 102.000
60107600 FOOT PIPE UNDERDRAINS 4" Base items 100.000
60220200 EACH MANHOLES, TYPE A, 4'-DIAMETER Base items 8.000
60222900 EACH MANHOLES, TYPE A, 5'-DIAMETER Base items 5.000
60224075 EACH MANHOLES, TYPE A, 6'-DIAMETER Base items 20.000
60224125 EACH MANHOLES, TYPE A, 7'-DIAMETER Base items 4.000
60248700 EACH VALVE VAULTS, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 17.000
60248900 EACH VALVE VAULTS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 7.000
60250200 EACH CATCH BASINS TO BE ADJUSTED Base items 74.000
60255500 EACH MANHOLES TO BE ADJUSTED Base items 32.000
60265700 EACH VALVE VAULTS TO BE ADJUSTED Base items 23.000
60500040 EACH REMOVING MANHOLES Base items 2.000
60500050 EACH REMOVING CATCH BASINS Base items 6.000
60500060 EACH REMOVING INLETS Base items 35.000
60500105 EACH FILLING MANHOLES Base items 3.000
60604400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 Base items 8,845.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 557.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 1.000
66901001 L SUM REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN Base items 1.000
66901002 CAL DA ON-SITE MONITORING OF REGULATED SUBSTANCES Base items 25.000
66901003 L SUM REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT Base items 1.000
67100100 L SUM MOBILIZATION Base items 1.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 100.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 100.000
70300210 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS Base items 395.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 46,773.000
70300240 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" Base items 934.000
70300280 FOOT TEMPORARY PAVEMENT MARKING - LINE 24" Base items 500.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 243.000
72400500 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE A Base items 1.000
72400600 EACH RELOCATE SIGN PANEL ASSEMBLY - TYPE B Base items 1.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 825.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 80.000
78005100 SQ FT EPOXY PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 621.000
78005110 FOOT EPOXY PAVEMENT MARKING - LINE 4" Base items 7,066.000
78005130 FOOT EPOXY PAVEMENT MARKING - LINE 6" Base items 1,276.000
78005150 FOOT EPOXY PAVEMENT MARKING - LINE 12" Base items 970.000
78005180 FOOT EPOXY PAVEMENT MARKING - LINE 24" Base items 285.000
80500020 EACH SERVICE INSTALLATION - POLE MOUNTED Base items 2.000
81028200 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA. Base items 264.000
81028210 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2 1/2" DIA. Base items 13.000
81028220 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 3" DIA. Base items 110.000
81028240 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA. Base items 352.000
81028390 FOOT UNDERGROUND CONDUIT, PVC, 4" DIA. Base items 6,730.000
81400100 EACH HANDHOLE Base items 35.000
81400300 EACH DOUBLE HANDHOLE Base items 4.000
85100500 EACH PAINT NEW TRAFFIC SIGNAL POST Base items 9.000
87301215 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 2C Base items 1,830.000
87301225 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 3C Base items 2,304.000
87301245 FOOT ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 5C Base items 2,922.000
87301305 FOOT ELECTRIC CABLE IN CONDUIT, LEAD-IN, NO. 14 1 PAIR Base items 977.000
87301805 FOOT ELECTRIC CABLE IN CONDUIT, SERVICE, NO. 6 2 C Base items 196.000
87301900 FOOT ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDING CONDUCTOR, NO. 6 1C Base items 943.000
87502440 EACH TRAFFIC SIGNAL POST, GALVANIZED STEEL 10 FT. Base items 1.000
87502480 EACH TRAFFIC SIGNAL POST, GALVANIZED STEEL 14 FT. Base items 4.000
87502520 EACH TRAFFIC SIGNAL POST, GALVANIZED STEEL 18 FT. Base items 4.000
87800100 FOOT CONCRETE FOUNDATION, TYPE A Base items 64.000
87800150 FOOT CONCRETE FOUNDATION, TYPE C Base items 8.000
88030310 EACH SIGNAL HEAD, LED, 3-FACE, 3-SECTION, BRACKET MOUNTED Base items 8.000
88102717 EACH PEDESTRIAN SIGNAL HEAD, LED, 1-FACE, BRACKET MOUNTED WITH COUNTDOWN TIMER Base items 2.000
88102747 EACH PEDESTRIAN SIGNAL HEAD, LED, 2-FACE, BRACKET MOUNTED WITH COUNTDOWN TIMER Base items 7.000
88600100 FOOT DETECTOR LOOP, TYPE I Base items 204.000
88600700 FOOT PREFORMED DETECTOR LOOP Base items 155.000
88700200 EACH LIGHT DETECTOR Base items 4.000
88700300 EACH LIGHT DETECTOR AMPLIFIER Base items 2.000
88800100 EACH PEDESTRIAN PUSH-BUTTON Base items 16.000
89000100 EACH TEMPORARY TRAFFIC SIGNAL INSTALLATION Base items 2.000
89502375 EACH REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT Base items 2.000
89502380 EACH REMOVE EXISTING HANDHOLE Base items 4.000
89502385 EACH REMOVE EXISTING CONCRETE FOUNDATION Base items 10.000
A2006516 EACH TREE, QUERCUS BICOLOR (SWAMP WHITE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 2.000
A2007916 EACH TREE, TILIA AMERICANA REDMOND (REDMOND AMERICAN LINDEN), 2" CALIPER, BALLED AND BURLAPPED Base items 2.000
B2000416 EACH TREE, ACER GRISEUM (PAPERBARK MAPLE), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 4.000
B2000772 EACH TREE, AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE (AUTUMN BRILLIANCE SERVICE BERRY), 2-1/2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 4.000
X0324085 FOOT EMERGENCY VEHICLE PRIORITY SYSTEM LINE SENSOR CABLE, NO. 20 3/C Base items 341.000
X0325207 FOOT TELEVISION INSPECTION OF SEWER Base items 4,328.000
X0326440 SQ YD SURFACE REMOVAL, VARIABLE DEPTH (SPECIAL) Base items 5,367.000
X0326617 EACH PAINTING LIGHT POLE UNIT Base items 28.000
X0326661 FOOT CURED-IN-PLACE PIPE LINER, 21" Base items 1,837.000
X0326662 FOOT CURED-IN-PLACE PIPE LINER, 24" Base items 1,410.000
X0326738 EACH CLEAN SANITARY MANHOLE Base items 14.000
X0327611 SQ FT REMOVE AND REINSTALL BRICK PAVER Base items 62.000
X0327979 SQ FT PAVEMENT MARKING REMOVAL - GRINDING Base items 10,800.000
X0327980 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 5,820.000
X1200015 EACH VALVE VAULTS TO BE ABANDONED Base items 29.000
X2130010 FOOT EXPLORATION TRENCH (SPECIAL) Base items 600.000
X4021000 EACH TEMPORARY ACCESS (PRIVATE ENTRANCE) Base items 35.000
X4022000 EACH TEMPORARY ACCESS (COMMERCIAL ENTRANCE) Base items 5.000
X4023000 EACH TEMPORARY ACCESS (ROAD) Base items 9.000
X4060205 TON COLD MIX ASPHALT MIXTURE Base items 10.000
X5509900 FOOT ABANDON AND FILL EXISTING STORM SEWER Base items 519.000
X5610744 EACH WATER MAIN LINE STOP 4" Base items 4.000
X5610746 EACH WATER MAIN LINE STOP 6" Base items 8.000
X5610748 EACH WATER MAIN LINE STOP 8" Base items 4.000
X5610752 EACH WATER MAIN LINE STOP 12" Base items 1.000
X5610756 EACH WATER MAIN LINE STOP 16" Base items 2.000
X5620128 EACH ADJUSTING WATER SERVICE LINES Base items 90.000
X5630004 EACH CUT AND CAP EXISTING 4" WATER MAIN Base items 4.000
X5630006 EACH CUT AND CAP EXISTING 6" WATER MAIN Base items 8.000
X5630008 EACH CUT AND CAP EXISTING 8" WATER MAIN Base items 6.000
X5630704 EACH CONNECTION TO EXISTING WATER MAIN 4" Base items 4.000
X5630706 EACH CONNECTION TO EXISTING WATER MAIN 6" Base items 8.000
X5630708 EACH CONNECTION TO EXISTING WATER MAIN 8" Base items 4.000
X5630712 EACH CONNECTION TO EXISTING WATER MAIN 12" Base items 1.000
X5630716 EACH CONNECTION TO EXISTING WATER MAIN 16" Base items 2.000
X5640150 EACH FIRE HYDRANT ASSEMBLY COMPLETE Base items 16.000
X6020084 EACH MANHOLE (SPECIAL) Base items 2.000
X6022810 EACH MANHOLES, SANITARY, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 6.000
X6026050 EACH SANITARY MANHOLES TO BE ADJUSTED Base items 20.000
X6026054 EACH SANITARY MANHOLES TO BE REMOVED Base items 6.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X8250500 EACH LIGHTING UNIT COMPLETE (SPECIAL) Base items 5.000
X8440120 EACH REMOVE AND RE-ERECT EXISTING LIGHTING UNIT Base items 28.000
X8570226 EACH FULL-ACTUATED CONTROLLER AND TYPE IV CABINET (SPECIAL) Base items 2.000
X8620200 EACH UNINTERRUPTABLE POWER SUPPLY (SPECIAL) Base items 2.000
XX001470 EACH SANITARY SERVICE CONNECTION Base items 35.000
XX004689 EACH SANITARY SERVICE TO BE ADJUSTED Base items 35.000
XX005472 EACH DRAINAGE STRUCTURE SPECIAL Base items 2.000
XX005855 FOOT WATER MAIN CASING PIPE Base items 66.000
XX007031 EACH FRAME AND GRATE, SPECIAL Base items 89.000
XX007214 EACH UTILITY MANHOLE Base items 1.000
XX007985 EACH SPECIAL FRAME, CLOSED LID Base items 33.000
XX008169 EACH PEDESTRIAN PUSH-BUTTON POST, SPECIAL Base items 7.000
XX008824 EACH CATCH BASINS, SPECIAL Base items 80.000
XX009091 FOOT SANITARY MANHOLE LINING Base items 169.000
Z0015000 EACH CURB STOPS 1" Base items 98.000
Z0015200 EACH CURB STOPS 1 1/2" Base items 2.000
Z0015300 EACH CURB STOPS 2" Base items 2.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 248.000
Z0056604 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 8 INCH Base items 22.000
Z0057500 FOOT SANITARY SEWER 24" Base items 20.000
Z0062458 TON TEMPORARY PAVEMENT (VARIABLE DEPTH) Base items 60.000
Z0066600 SQ YD STABILIZED DRIVEWAYS 8" Base items 44.000
Z0066700 SQ YD STABILIZED DRIVEWAYS 10" Base items 2.000
Z0073510 EACH TEMPORARY TRAFFIC SIGNAL TIMING Base items 2.000
Z0076100 FOOT TRACK REMOVAL Base items 500.000
Z0076600 HOUR TRAINEES Base items 1,500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 1,500.000 $15.00
No More Pay Items

The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. If an addendum is posted, the contract details above may be revised. Please continue to check for addenda.