Home > Notice of Letting > Contract Detail

July 31, 2020 Letting 12:00 PM
075-76568

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

Bulletin Description

2.4 miles of grading, drainage and paving on new alignment on US 67 for the New Delhi Bypass.
Region District DBE % VBP % Federal Project #
5 8 18.00 0.00 NHPP-HPPGHMU(854)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Jersey
  • FAP 310
  • 42-2
  • C-98-110-03
  • 8-86070-0360
Contract Specifics
Project Labor Agreement
220 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (26 Submitted / 26 Answered ) Questions not accepted as of July 21, 2020 04:30 PM.

  • The addendum for Geogrid Reinforced Embankment specification states a Tensile Modules of 14,000 and 20,000 lb which cannot be achieved with a Biaxial Geogrid. The only grid that achieves that high of a modules is a Uniaxial Geogrid. Are those numbers correct?
    Alternate geogrid materials will be considered. Such alternate material specifications must be provided to the Engineer on the pre-job date. Alternate material packages must be submitted to the Engineer a minimum of 20 days prior to beginning construction of the grid reinforced slope. Submittal packages must include, as a minimum, the following: 1. A list of 5 comparable projects, in terms of size and applications, in the United States, where the results of the specific results of the alternate geogrid’s use can be verified after a minimum of 1 year of service life. 2. A sample of the geogrid and certified specification sheets. 3. Recommended installation instructions. (07/27/2020)

  • In the addendum for the biaxial geogrid the Tensile modulus specified does not give a percent strain. Please advise what the strain should be.
    Alternate geogrid materials will be considered. Such alternate material specifications must be provided to the Engineer on the pre-job date. Alternate material packages must be submitted to the Engineer a minimum of 20 days prior to beginning construction of the grid reinforced slope. Submittal packages must include, as a minimum, the following: 1. A list of 5 comparable projects, in terms of size and applications, in the United States, where the results of the specific results of the alternate geogrid’s use can be verified after a minimum of 1 year of service life. 2. A sample of the geogrid and certified specification sheets. 3. Recommended installation instructions. (07/27/2020)

  • can the department provide a KMZ file that shows the limits of the project
    Files showing the approximate tie in points and alignment have been uploaded to the ADDITIONAL INFORMATION file with the plans and specifications online for information only. (07/24/2020)

  • Will the Concrete Curb and Gutter items associated with the Concrete Median Type SM be measured and paid for by the foot or will they be measured and payed for by the square foot as indicated on the IDOT standard showing a maximum pay width of 12' and as described in the IDOT Standard Specs?
    An addendum has been issued to address this. (07/23/2020)

  • Will any incidental pavement markings be required for the traffic control standard 701416 where traffic will be side by sidesince the portion of 67 being used is already 2 lanes 2 way?
    These pavement markings are included in highway standard 701416. (07/23/2020)

  • On sheet 58 of the plans in the notes it states that 30 MPH signs will be required on side roads. Is it acceptable to put these on the ROAD CONSTRUCTION AHEAD signs that will be installed here?
    That is acceptable. (07/23/2020)

  • In the notes for the traffic control, on page 58 of the plans it states that SPEED LIMIT 45 signs are to be installed on 67. Is their any guidance to how many will be required?
    We assumed the existing speed limit signs would be covered with temp speed limit signs. There are 12 signs within the project limits along existing US 67. (07/23/2020)

  • For traffic control is states that concrete barrier will not be required for this project. Since the special for main line work is not drawn out will vertical panels be required?
    Yes, please see MOT typical sections on sheet 57. (07/23/2020)

  • Sheet 158 shows the details of the 72" CIP End Section. Is there a detail for the 24", 30", and 60" Cast-In-Place Reinf Conc End Sections?
    Those are covered in the Std 542201 (15”thru 36”) and 542206 (42” thru 60”). Since the standards' max diameter is 60”, custom details were required for the 72” and thus Sheet 158. (07/22/2020)

  • When can I expect an answer to my previous question regarding the depth of cover for the double run of 8x8 PCBC?
    See Addendum A, plan sheet 20. (07/21/2020)

  • On sheet 58 of the plans in the notes it says that furnishing, placing, and maintaining temporary gravel surfaces will be paid per square yard for Aggregate Surface Course Type B 6". The Special provisions on page 6, says that Aggregate for temporary access will be paid for by the ton as Aggregate Surface Course Type B. Please clarify which is correct.
    An addendum will be issued to address this. (07/20/2020)

  • On page 6 of the Special Provisions it says that 100 ton of Aggregate Surface Course Type B was included to be used for temporary access. There is a plan Quantity of 826 ton of Aggregate Surface Course Type B Where is the remainder of this quantity of rock planned to be used?
    An addendum will be issued to address this. (07/20/2020)

  • In the guardrail schedule in the plans it calls out 2087 feet of Concrete Shoulder Curb Type B. The roadway plan sheets call call out these same locations as Concrete Curb Type B, except for the 22' called out at station 401+87 to 402+89 Rt.The detail on sheet 10 calls this same curb Concrete Shoulder Curb but refers to it in the legend on the same sheet as Concrete Curb Type B. Please clarify which pay item will be used to pay for this Curb.
    An addendum will be issued to address this. (07/20/2020)

  • The culvert on US 67 at STA 346+00 is shown to have a length of 52’ in the Pipe Culverts table on Sheet 19. Plan Sheet 37 shows a length of 64’. Which is correct?
    The correct length is 64’. An addendum will be issued to address this. (07/16/2020)

  • The culvert on US 67 at STA 362+00 is shown to have a length of 72’ in the Pipe Culverts table on Sheet 19. Plan Sheet 39 shows a length of 56’. Which is correct?
    The length of 56’ is correct. An addendum will be issued to address this. (07/16/2020)

  • The two culverts on US 67 at STA 463+00 are shown to have a combined length of 146’ in the Pipe Culverts table on Sheet 19. Plan Sheet 47 shows a total length of 126’. Which is correct?
    The length of 126’ is correct. An addendum will be issued to address this. (07/16/2020)

  • The temporary culvert on Delhi Detour at STA 200+28 is shown to have a length of 100’ in the Pipe Culverts (Temporary) table on Sheet 20. Plan Sheet 53 shows a length of 67’. Which is correct?
    The 67’ is correct. An addendum will be issued to address this. (07/16/2020)

  • The Pipe Culvert (Temporary) table on Sheet 20 says that the temporary culvert on Delhi Detour at STA 213+65 is to be a 24” Class D Type 2. Plan Sheet 53 calls for the culvert to be a 24” Class D Type 1 culvert. Which is correct?
    Based on fill height of 2.35’, Type 1 is correct. An addendum will be issued to address this. (07/16/2020)

  • I believe the rebar quantity is off. I came up with 115,320, large culvert 109,590.00 collar 3,220.00 culvert Ext. 840.00 culvert Ext. 1,670.00
    The total is 112,810. The extensions are paid for as End Sections and the rebar and concrete quantities provided are for information only as signified below the bill of material tables. (07/16/2020)

  • On the Delhi Road plan sheets 50-51, three sections of removals are shown from STA 36+51 to STA 42+18, STA 46+40 to STA 52+15, and STA 56+92 to STA 65+20. These quantities are not shown in the Miscellaneous Removal Table on sheet 18. Where should costs for these removals be included?
    Delhi's pavement is oil and chip, and is therefore included in the earth excavation quantity and not paid for separately. The locations for removal are included in the plans since parts of the old Delhi are to remain for access to properties. (07/14/2020)

  • on plan sheet 37 at approx. station 350+11 are 2 sheds and on plan sheet 42 at station 408+00 is one shed none of these are labeled to be removed by others. how will these removals be paid for?
    These all will be removed by others. (07/14/2020)

  • In the special provisions page 9 and 10 it refers to Right of Way and Property corners and Section Corners and states work has to be done by a Illinois Professional Land Surveyor with a department prequalification Special Services – Surveying. We have a professional Land Surveyor on our staff that would oversee this but are not Prequalified in Surveying. We will do the construction staking on this project. Will we be allowed to complete these pay items without the prequalification?
    An addendum will be issued to address this. (07/09/2020)

  • will the soil boring / geotechnical report be made available to us?
    The roadway geotechnical report will be placed in the ADDITIONAL INFORMATION folder online with the Plans and Special Provisions for the contract. (07/08/2020)

  • sheet 13 of plans show a Grid Reinforced Embankment Detail with a not to see special provisions, I do not see anything in the special provisions for pay item X2050100 GRID REINFORCED EMBANKMENT?
    An addendum will be issued to address this. (07/07/2020)

  • FOR PAY ITEM 66700405 PERMANENT SURVEY MARKER TYPE III IS THERE A DETAIL FOR THAT?
    An addendum will be issued to address this. (07/07/2020)

  • Sheet 20 of the plans, the Precast Box Culverts table, shows 4.2' to 4.5' of cover for the double run of 8x8 PCBC. However, the cross section for this box culvert on sheet 45 shows something closer to 34.5' of cover. Please advise.
    An addendum will be issued to address this. (07/07/2020)

Authorized Bidders

  • 0338 Baxmeyer Construction, Inc.
    1034 Floraville Road
    Waterloo, IL 62298
    Phone: (618) 939-3000 Fax: (618) 939-4299 Email: estimator@baxmeyerconstruction.com
    $18,624,677.70

  • 1487 DMS Contracting, Inc.
    10243 Fuesser Road
    Mascoutah, IL 62258
    PO Box 122
    Mascoutah, IL 62258
    Phone: (618) 566-9114 Fax: (618) 566-3145 Email: estimating@dmscontracting.com

  • 2825 Illinois Valley Paving, a div of UCM, Inc.
    3151 Robbins Road
    Springfield, IL 62704
    P.O. Box 13420
    Springfield, IL 62791
    Phone: (217) 546-6192 Fax: (217) 546-1904 Email: IVP@ucm.biz
    $22,228,239.91

  • 3222 Keller Construction, Inc. and Kamadulski Excavating and Grading, Inc. Joint Venture
    22 Illini Drive
    Glen Carbon, IL 62034
    Phone: (618) 656-0033 Fax: (618) 656-7134 Email: lori.nazetta@kellerconstruction.com
    $18,699,577.13

  • 4135 Millstone Weber LLC
    601 Fountain Lakes Blvd.
    St. Charles, MO 63301
    Phone: (636) 949-0038 Fax: (636) 949-3129 Email: bids@millstoneweber.com
    $20,437,131.56

  • 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

  • 4928 RCS Construction, Inc.
    960 E. Airline Drive
    East Alton, IL 62024
    Phone: (618) 254-3816 Fax: (618) 254-3841 Email: heather@rcs-construction.com

  • 5526 Sierra Bravo Contractors, LLC
    7038 Highway 154
    P.O. Box 130
    Sesser, IL 62884
    PO Box 130
    Sesser, IL 62884
    Phone: (618) 625-3456 Fax: (618) 625-6516 Email: engineering@sierrabravocontractors.com

Non Bidders

  • 3649 Charles E. Mahoney Co.
    208 Service Street
    Swansea, IL 62226
    Phone: (618) 235-3355 Fax: (618) 235-3356 Email: dale@mahoneyasphalt.com

  • 1034 Christ Bros. Asphalt, Inc.
    820 s fritz st.
    P.O. Box 158
    Lebanon, IL 62254
    Phone: (618) 537-6174 Fax: (618) 537-6199 Email: No Record

  • 4732 Petroff Trucking Company, Inc.
    3469 State Rt. 111
    Pontoon Beach, IL 62040
    P.O. Box 148
    Collinsville, IL 62234
    Phone: (618) 797-6100 Fax: (618) 797-6105 Email: Adam@PetroffTrucking.com

  • 5802 Stutz Excavating, Inc.
    (Pending Authorization)
    3837 Fosterburg Road
    Alton, IL 62002
    Phone: (618) 259-2485 Fax: (618) 259-2465 Email: No Record

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 438.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 796.000
20100500 ACRE TREE REMOVAL, ACRES Base items 20.700
20200100 CU YD EARTH EXCAVATION Base items 543,672.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 1,905.000
20800150 CU YD TRENCH BACKFILL Base items 1,100.000
25000200 ACRE SEEDING, CLASS 2 Base items 60.250
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 5,425.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 5,425.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 5,425.000
25100115 ACRE MULCH, METHOD 2 Base items 32.250
25100125 ACRE MULCH, METHOD 3 Base items 21.750
25100630 SQ YD EROSION CONTROL BLANKET Base items 69,343.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 2,350.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 1,979.000
28000315 TON AGGREGATE DITCH CHECKS Base items 169.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 15,219.000
28000500 EACH INLET AND PIPE PROTECTION Base items 41.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 4,185.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 2,724.000
28100109 SQ YD STONE RIPRAP, CLASS A5 Base items 253.000
28100111 SQ YD STONE RIPRAP, CLASS A6 Base items 278.000
28200200 SQ YD FILTER FABRIC Base items 3,255.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 122,195.000
31101200 SQ YD SUBBASE GRANULAR MATERIAL, TYPE B 4" Base items 4,856.000
31102100 SQ YD SUBBASE GRANULAR MATERIAL, TYPE C 4" Base items 42,983.000
31200100 SQ YD STABILIZED SUBBASE 4" Base items 79,271.000
35101400 TON AGGREGATE BASE COURSE, TYPE B Base items 10,992.000
40200100 TON AGGREGATE SURFACE COURSE, TYPE A Base items 5,286.000
40200800 TON AGGREGATE SURFACE COURSE, TYPE B Base items 100.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 55,953.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 3,197.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 160.000
40603085 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 Base items 1,202.000
40603090 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N90 Base items 3,347.000
40604052 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N70 Base items 1,194.000
40800025 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 2,973.000
40800050 TON INCIDENTAL HOT-MIX ASPHALT SURFACING Base items 134.000
42000060 SQ YD WELDED WIRE REINFORCEMENT Base items 78,972.000
42000511 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 10 1/2" (JOINTED) Base items 78,972.000
42001300 SQ YD PROTECTIVE COAT Base items 78,972.000
44000100 SQ YD PAVEMENT REMOVAL Base items 13,696.000
44000400 FOOT GUTTER REMOVAL Base items 1,344.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 2,569.000
48100100 TON AGGREGATE SHOULDERS, TYPE A Base items 78.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 15,047.000
48300510 SQ YD PORTLAND CEMENT CONCRETE SHOULDERS 10 1/2" Base items 39,948.000
48301000 SQ YD PROTECTIVE COAT Base items 39,948.000
50100300 EACH REMOVAL OF EXISTING STRUCTURES NO. 1 Base items 1.000
50104400 EACH CONCRETE HEADWALL REMOVAL Base items 3.000
50105220 FOOT PIPE CULVERT REMOVAL Base items 733.000
50200450 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL FOR STRUCTURES Base items 680.000
50800105 POUND REINFORCEMENT BARS Base items 112,810.000
54001001 EACH BOX CULVERT END SECTIONS, CULVERT NO. 1 Base items 2.000
54001002 EACH BOX CULVERT END SECTIONS, CULVERT NO. 2 Base items 1.000
54001003 EACH BOX CULVERT END SECTIONS, CULVERT NO. 3 Base items 1.000
54003000 CU YD CONCRETE BOX CULVERTS Base items 530.100
54010808 FOOT PRECAST CONCRETE BOX CULVERTS 8' X 8' Base items 600.000
54011206 FOOT PRECAST CONCRETE BOX CULVERTS 12' X 6' Base items 120.000
54213447 EACH END SECTIONS 12" Base items 5.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 2.000
54213669 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" Base items 14.000
54213693 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 48" Base items 2.000
54215424 EACH CAST-IN-PLACE REINFORCED CONCRETE END SECTIONS 24" Base items 2.000
54215430 EACH CAST-IN-PLACE REINFORCED CONCRETE END SECTIONS 30" Base items 2.000
54215460 EACH CAST-IN-PLACE REINFORCED CONCRETE END SECTIONS 60" Base items 2.000
54215472 EACH CAST-IN-PLACE REINFORCED CONCRETE END SECTIONS 72" Base items 2.000
54217680 EACH REINFORCED CONCRETE PIPE TEE, 24" PIPE WITH 24" RISER Base items 1.000
5421D012 FOOT PIPE CULVERTS, CLASS D, TYPE 1 12" (TEMPORARY) Base items 444.000
5422D012 FOOT PIPE CULVERTS, CLASS D, TYPE 2 12" (TEMPORARY) Base items 108.000
5422D015 FOOT PIPE CULVERTS, CLASS D, TYPE 2 15" (TEMPORARY) Base items 62.000
5422D024 FOOT PIPE CULVERTS, CLASS D, TYPE 2 24" (TEMPORARY) Base items 52.000
5422D060 FOOT PIPE CULVERTS, CLASS D, TYPE 2 60" (TEMPORARY) Base items 30.000
54244805 EACH INLET BOX, STANDARD 542501 Base items 1.000
54245205 EACH INLET BOX, STANDARD 542511 Base items 2.000
54245405 EACH INLET BOX, STANDARD 542506 Base items 2.000
54245805 EACH INLET BOX, STANDARD 542516 Base items 3.000
54247130 EACH GRATING FOR CONCRETE FLARED END SECTION 24" Base items 3.000
54248510 CU YD CONCRETE COLLAR Base items 9.200
54260315 FOOT TRAVERSABLE PIPE GRATE FOR CONCRETE END SECTION Base items 10.000
542A0220 FOOT PIPE CULVERTS, CLASS A, TYPE 1 15" Base items 84.000
542A0229 FOOT PIPE CULVERTS, CLASS A, TYPE 1 24" Base items 421.000
542A1069 FOOT PIPE CULVERTS, CLASS A, TYPE 2 24" Base items 779.000
542A1075 FOOT PIPE CULVERTS, CLASS A, TYPE 2 30" Base items 206.000
542A3403 FOOT PIPE CULVERTS, CLASS A, TYPE 5 48" Base items 248.000
542A3427 FOOT PIPE CULVERTS, CLASS A, TYPE 5 72" Base items 320.000
542D0220 FOOT PIPE CULVERTS, CLASS D, TYPE 1 15" Base items 680.000
542D0226 FOOT PIPE CULVERTS, CLASS D, TYPE 1 21" Base items 126.000
542D1075 FOOT PIPE CULVERTS, CLASS D, TYPE 2 30" Base items 34.000
542D1105 FOOT PIPE CULVERTS, CLASS D, TYPE 2 60" Base items 41.000
542D2755 FOOT PIPE CULVERTS, CLASS D, TYPE 4 30" Base items 127.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 118.000
60100905 FOOT PIPE DRAINS 4" Base items 500.000
60100915 FOOT PIPE DRAINS 6" Base items 500.000
60100925 FOOT PIPE DRAINS 8" Base items 500.000
60100935 FOOT PIPE DRAINS 10" Base items 500.000
60100945 FOOT PIPE DRAINS 12" Base items 694.000
60108100 FOOT PIPE UNDERDRAINS 4" (SPECIAL) Base items 2,330.000
60108104 FOOT PIPE UNDERDRAINS, TYPE 1, 4" Base items 52,505.000
60221100 EACH MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 2.000
60222705 EACH MANHOLES, TYPE A, 5'-DIAMETER, WITH MEDIAN INLET (604101) Base items 7.000
60234200 EACH INLETS, TYPE A, TYPE 1 FRAME, OPEN LID Base items 1.000
60238305 EACH INLETS, TYPE A, WITH MEDIAN INLET (604101) Base items 1.000
60246605 EACH MEDIAN INLET (604101) Base items 1.000
60608552 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-4.06 Base items 1,218.000
60608582 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-4.24 Base items 1,222.000
60618320 SQ FT CONCRETE MEDIAN SURFACE, 6 INCH Base items 8,023.000
60622320 SQ FT CONCRETE MEDIAN, TYPE SM-4.24 Base items 1,574.000
60624600 SQ FT CORRUGATED MEDIAN Base items 263.000
61000050 EACH CONCRETE THRUST BLOCKS Base items 8.000
61000225 EACH TYPE F INLET BOX, STANDARD 610001 Base items 5.000
61100500 FOOT EXPLORATION TRENCH 52" DEPTH Base items 6,600.000
61100605 CU YD MISCELLANEOUS CONCRETE Base items 5.000
61101005 FOOT STORM SEWERS PROTECTED, CLASS A, 4" Base items 500.000
61101007 FOOT STORM SEWERS PROTECTED, CLASS A, 6" Base items 500.000
61101009 FOOT STORM SEWERS PROTECTED, CLASS A, 8" Base items 500.000
61101011 FOOT STORM SEWERS PROTECTED, CLASS A, 10" Base items 500.000
61101013 FOOT STORM SEWERS PROTECTED, CLASS A, 12" Base items 500.000
61133100 EACH FIELD TILE JUNCTION VAULTS, 2' DIA. Base items 5.000
61133200 EACH FIELD TILE JUNCTION VAULTS, 3' DIA. Base items 5.000
61139800 FOOT STORM SEWERS (SPECIAL), 4" Base items 500.000
61139900 FOOT STORM SEWERS (SPECIAL), 6" Base items 500.000
61140000 FOOT STORM SEWERS (SPECIAL), 8" Base items 500.000
61140100 FOOT STORM SEWERS (SPECIAL), 10" Base items 500.000
61140200 FOOT STORM SEWERS (SPECIAL), 12" Base items 500.000
63000001 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS Base items 4,025.000
63100045 EACH TRAFFIC BARRIER TERMINAL, TYPE 2 Base items 5.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 5.000
63200310 FOOT GUARDRAIL REMOVAL Base items 717.000
63500105 EACH DELINEATORS Base items 64.000
64200108 FOOT SHOULDER RUMBLE STRIPS, 8 INCH Base items 24,548.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 24,923.000
66201120 FOOT CONCRETE SHOULDER CURB Base items 2,087.000
66600105 EACH FURNISHING AND ERECTING RIGHT OF WAY MARKERS Base items 132.000
66700205 EACH PERMANENT SURVEY MARKERS, TYPE I Base items 26.000
66700305 EACH PERMANENT SURVEY MARKERS, TYPE II Base items 9.000
66700705 EACH FURNISHING AND ERECTING DRAINAGE MARKERS Base items 23.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 1,850.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 5.000
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 14.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 24.000
67000600 CAL MO ENGINEER'S FIELD LABORATORY Base items 24.000
67100100 L SUM MOBILIZATION Base items 1.000
67201000 EACH SEALING ABANDONED WATER WELLS Base items 5.000
70103815 CAL DA TRAFFIC CONTROL SURVEILLANCE Base items 24.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 631.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 210.000
70300210 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS Base items 124.000
70300220 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" Base items 82,758.000
70300260 FOOT TEMPORARY PAVEMENT MARKING - LINE 12" Base items 146.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 283.000
72000200 SQ FT SIGN PANEL - TYPE 2 Base items 640.000
72500100 EACH OBJECT MARKER - TYPE 1 Base items 12.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 5.000
73000100 FOOT WOOD SIGN SUPPORT Base items 1,431.000
78003100 SQ FT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LETTERS AND SYMBOLS Base items 266.000
78003110 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 4" Base items 75,963.000
78003140 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 8" Base items 1,911.000
78003150 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 12" Base items 627.000
78003180 FOOT PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - LINE 24" Base items 195.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 390.000
78200005 EACH GUARDRAIL REFLECTORS, TYPE A Base items 35.000
78200020 EACH CURB REFLECTORS Base items 192.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 43.000
X0322461 EACH DRUM AND CHEVRON SIGN Base items 15.000
X0322936 EACH REMOVE EXISTING FLARED END SECTION Base items 2.000
X0325110 SQ YD BIAXIAL GEOGRID Base items 41,780.000
X0327980 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 3,988.000
X1200050 FOOT BOX CULVERT REMOVAL Base items 54.000
X4020500 SQ YD AGGREGATE SURFACE COURSE, TYPE B 6" Base items 2,489.000
X4401198 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH Base items 240.000
X6660445 EACH RIGHT OF WAY AND PROPERTY CORNERS Base items 21.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7030005 SQ FT TEMPORARY PAVEMENT MARKING REMOVAL Base items 27,583.000
X7800100 SQ FT PAINT PAVEMENT MARKING - RAISED MEDIAN Base items 148.000
X7800200 FOOT PAINT PAVEMENT MARKING CURB Base items 576.000
X7830060 SQ FT GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS AND SYMBOLS Base items 807.000
X7830070 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 5" Base items 75,963.000
X7830076 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 9" Base items 1,911.000
X7830078 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 13" Base items 627.000
X7830090 FOOT GROOVING FOR RECESSED PAVEMENT MARKING 25" Base items 195.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0023500 CU YD FILLING EXISTING CULVERTS Base items 4.000
Z0033700 FOOT LONGITUDINAL JOINT SEALANT Base items 3,581.000
Z0034105 TON MATERIAL TRANSFER DEVICE Base items 5,743.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0064505 EACH SECTION CORNER MARKERS Base items 1.000
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

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.