Contract Detail

January 20, 2023 Letting 12:00 PM
131-62K74

Bulletin Description

This is a Bridge Deck overlay, bridge joint repair, pavement patching, overhead sign replacement, ITS loop detectors and lighting project along the inbound and inversible lanes on I-90 (Kennedy Expy from I-94 (Edens Expy) to Hubbard Street in the City of Chicago for a total of 40,320 Ft (7.63-Miles).

Region	District	DBE %	VBP %	Federal Project #
1	1	22.00	0.00	NHPP-HIBRUH3A(902)

County(s)	Key Route(s)	Marked Route(s)	Section(s)	State Job #(s)	PPS #(s)
Cook	FAI 90/94	I-90, I-94	2020-004-BR	C-91-193-20	1-78162-0100 1-78162-0110 1-78162-0120 1-78162-0200

Contract Specifics
Project Labor Agreement
Completion Date: October 31, 2024 Plus 5 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (32 Submitted / 32 Answered ) Questions not accepted as of January 10, 2023 04:30 PM.

There are no lane closure time in the specs. There will be closure needed to stage MOT can IDOT give a scope of time that closure are aloud?

Per the Specifications, "all stage changes requiring the stopping and/or the pacing of traffic shall take place during the allowable hours for Full Expressway Closures and shall be approved by the Department." (01/10/2023)
Please clarify the following pertaining to Traffic Control and Ramp Closures - can an exit ramp and an entrance ramp be closed concurrently at the same arterial cross-street location?

Per the Keeping Expressway Open to Traffic Specification, no two consecutive exit ramps may be closed at the same time and no two consecutive entrance ramps may be closed at the same time. An exit ramp and an entrance ramp to the same cross street may be closed at the same time as long as the requirements shown in the plans and specifications are met and detour routes are not impacted. (01/10/2023)
Reversible I-90 over "Air" is a vaulted structure with minimal information provided for the existing structure (and no access for inspection). The Cleaning Drainage System item of work is included in this structure's bill of materials as 0.05 LS. Please provide additional information needed to determine the magnitude of this item of work at this location (i.e. drawings, details, approx length, connections, etc.).

The exact dimension is not available. The Contractor will be given access to existing plans for any additional dimensions they may need. (01/10/2023)
Reference the Contract Plans for Reversible I-90 over CTA. The locations where the preformed joint seal 1" is to be installed is noted as "Reconstruct Joint" Please clarify the existing condition of the joints (i.e. are there existing joints to remove, etc.) and clarify the method of payment for any removals.

The intent of this work is to remove and replace the existing 1" Preformed Joint Seal only without concrete removal and reconstruction around the joints. (01/10/2023)
The contract plans & specifications do not provide information for allowed times for expressway closures. Please provide information detailing when lane closures are allowed (i.e. 1-Lane, 2-Lane, 3-Lane, etc.) and the direction (as some Outbound closures will be needed).

As noted in the plans and special provisions, a total of 4 lanes in the southbound and reversible lanes must remain open at all times to southbound traffic, with short term exceptions for some patching and OHSS 15 as shown in the plans and specifications. Northbound lanes may be shifted or staged as shown in the plans. No additional lanes shall be closed without permission from IDOT. Please see the special provisions for calendar dates and time restrictions for each stage. (01/10/2023)
The concrete repair work for the Reversibles over the CTA Structure will require taking the track adjacent to the work out of service. The contract plans and specifications for CTA Flagging and coordination do not provide much detailed information. Please provide additional information on when single CTA track outages (i.e. days, periods of time, etc.) will be allowed as equipment staging and setup/removal of work will require a significant portion of the allowed time.

Please refer to the specification for available information from CTA. Further direction from CTA can be provided at pre construction meeting with CTA. (01/10/2023)
Please clarify IDOT's position on the following: This contract has an Incentive payment plan for completing all contract items and safely opening all roadways to traffic prior to the Completion Date. As this Contract's work is to be in cooperation with Contract 60T46 who is responsible for the traffic control "to close the reversible lanes" in Stage 3 (Final Stage) of this contract, is 60T46 also required to be complete & its traffic control removed to meet the requirements of the incentive?

60T46 is responsible for closing the reversible in Stage 3. Coordination of traffic control with Contract 60T46 will be required to complete the project for the incentive requirements. (01/10/2023)
In the Notice to Bidders with the Contract's Special Provisions, bidders are instructed "to make all required inspections, and to inquire and seek explanation of the same.." Some areas of work are in vaulted areas only accessible through hatches from the x-way. Are photos available to show the general conditions and areas of work within the I-90 over "Air" Structure (i.e. general environment, access ladder, areas of concrete repair, ground conditions/obstacles for scaffolding, etc)?

The contractor will be given access to the job site and existing plans for details of the vaulted areas. (01/10/2023)
What are the lane closure times on the expressway for a single, double or a triple there are none in the spec book.

As noted in the plans and specifications a total of 4 lanes in the southbound and reversible lanes must remain open at all times to southbound traffic, with short term exceptions for some patching and OHSS 15 as shown in the plans and special provisions. Northbound lanes may be shifted or staged as shown in the plans. No additional lanes shall be closed without permission from IDOT. Please see special provision for calendar dates and time restrictions for each stage. (01/10/2023)
Regarding the Q&A for Item 63700805 CONC BAR TRANS which states that the barrier base is "included". BD-27 (Sht 1481) states in the Basis of Payment Note 3 that "Concrete Barrier Base Pay Item is to be included if the barrier is constructed monolithic or jointed to base." Please clarify, as the position of the Q&A contradicts BD-27.

The intent is to transition from the OHSS foundation to standard width barrier. See BD 27 (sheet 1481) for transition detail for barrier and base. The base is included and can be monolithic or jointed. See Article 637 for additional information. (01/10/2023)
The Irving Park Bridge has bird netting on the underside of the bridge and bird spikes at the piers. These items may conflict with the work (i.e. protective shield, concrete removal & forming, deck slab repair, structural repair of concrete - substructure, etc.). Please clarify the engineer's position on this.

The intent is to remove and replace the existing bird netting at the Irvin Park Bridge. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/09/2023)
Ref Contract Plans Sheet 620 & 698 - a "RR-UP" and "CL of Track" is called out between Piers 10 & 11 (Span 11). Please confirm that there are no requirements by the UP for work in these areas (i.e. access agreements, ROE, insurance, etc.).

There are no anticipated requirements by the UP for work in these areas as the tracks are abandoned. (01/09/2023)
Ref Plans Sheets 538-539 (Ramp E/F) - Debris Removal. Please provide additional information, as the pictures are somewhat lacking and it is not possible to determine this first-hand (i.e. what are the various pieces classified as and their sizes, what is the spread and depth, how much volume is anticipated, how low is the lowest height clearance, how much backfill is needed to fill the area shown as a void, etc.)

Please refer to the specification for available description of debris. Colored pictures from the plans can be provided at the preconstruction meeting, if needed. (01/09/2023)
Contract Plan Sheet 817 calls out Debris Removal at Pier 8 of Ashland Ave SB - this "debris removal" has not been clearly identified (i.e. what is it, how much is there, etc.). Please provide clarification for this portion of the Debris Removal Item.

Please refer to the specification for available description of debris. The Contractor will be given access to the job site for extent of debris to be removed. (01/09/2023)
Ref Contract Plans Shts 1030-1040, the Concrete Repair work proposed on the Wall for the SB "Air" Structure will impact the existing mural. Please confirm that the contractor will not be responsible for its restoration/replacement.

The department doesn’t anticipated that any Art work will need to be restored or protected as part of this contract. (01/09/2023)
How many feet and sizes and what exactly is being cleaned for the pay item Cleaning Drainage System?

The exact dimension is not available. The Contractor will be given access to existing plans for any additional dimensions they may need. (01/09/2023)
This project has closures coming in on both expressway will there be a smart system on both expressways?

Contract 62K74 will have a smart traffic monitoring system for both inbound and outbound traffic, as further detailed in a revised addendum SP. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)
What will the MOT winter stage look like after October 31st 2023 when state is completed.

The inbound and outbound lanes will be fully open for traffic during the winter stage. The reversible traffic lanes will be open in the inbound direction with short term closures under the 60T46 contract; this work is detailed and to be coordinated under the 60T46 REVLAC contract. (01/05/2023)
Please clarify Note 15 in the General Notes of the Contract Plans (Sheet 7) - "Work to take place overnight and lane closures...." Please clarify the intent of this statement.

Daytime and nighttime work will be allowed in the work zones showed in the MOT zones. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)
Note 17 in the General Notes of the Contract Plans indicates the presence of suspected lug systems and that they have been shown for reference. The lug systems do not seem to be indicated in the contract plans - please provide this information if it is deemed necessary.

The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)
Reference Sheet 66 in the Contract Plans - Roadway Details. The approach pavement SMA Overlay detail indicates "Clean & Reseal Relief Joint" at the approach pavements. Please clarify this aspect of the work (i.e. additional info on intent/detail of work, method of payment, etc.)

Per Article 406, surface shall be clean and free of debris prior to tack coat and HMA placement with the methods described in Article 406 of the SSRBC. If resealing is required, this can be performed with the crack sealing pay item already included in the contract. (01/05/2023)
Please clarify the intent for Pay Item 63700805 CONC BAR TRANS - is this item of work to include constructing a separated barrier base and barrier wall, or is this to be a monolithic base and barrier section?

The intent is to transition from the OHSS foundation to standard width barrier. See BD 27 (sheet 1481) for transition detail for barrier and base. The base is included and can be monolithic or jointed. See Article 637 for additional information. (01/05/2023)
Please provide locations and details for Items 44001980 CONCRETE BARRIER REMOV (specifically the 166 ft designated roadway) and 63700380 CONC BAR VX 44HT.

See Sheet 74 for location of the 166 LF of barrier wall. Replacement shall be variable height barrier wall using IDOT standard details. (01/05/2023)
X6640304 Chain Link Fence Removed & Re-erected: Please advise where the Chain Link Fence to be Removed & Re-erected is located, with Start and Stop stations.

See Sheet 82 for location at proposed OHSS 12. Limits to be coordinated with foundation contractor as part of means and method for foundation construction. (01/05/2023)
Please provide additional information for the following items of work (i.e. detail of intent, location, a more detailed summary of quantities, etc.): 1) 20200100 EARTH EXCAVATION, 2) 20700220 POROUS GRAN EMBANK, 3) 31101000 SUB GRAN MAT B, 4) 31101810 SUB GRAN MAT B 12, and 5) 50800105 REINFORCEMENT BARS.

Earth Excavation (20200100) is included for the attenuator at Wilson. NEED TO CONFIRM DRAINAGE STRUCTURE see sheet 195. Subbase Granular Material B 12 (31101810) is intended for use around OHSS pavement replacement. REINFORCEMENT BARS (50800105) is required for the concrete collar at OHSS 16, see Sheet 196. The other items are specified in the plans. (01/05/2023)
Please provide additional dimensioning information for the following (specifically for the protective shield) 1) Ashland SB - P.P. 773-779 Framing Plan 2) Kostner SB - P.P. 1402-1403 Cross Sections don’t provide spacing and there is no framing plan for this structure 3) Koster REV - P.P. 1421 Cross Sections don’t provide spacing and there is no framing plan for this structure 4) Wilson SB - P.P. 1468 Cross Sections don’t provide spacing and there is no framing plan for this structure.

The dimensions needed to calculate the Protective Shield quantity per Art 501.03 are provided in the plans; i.e. the GP&E sheet shows the longitudinal limits and the out-to-out of deck width. The beam spacings are also shown on the abutment detail sheets. The Contractor will also be given access to existing plans for any additional dimensions they may need. (01/05/2023)
Ref Contract Plans Sheet 537. Note 2 states that "Cost of drilling holes and rodent shield included with Furnish & Install Access Door." The detail for the rodent shield indicates that there are 39 required, however the drawings show that there are 45 holes. Please clarify how many holes and rodent shields are needed as they are incidental.

45 is correct. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)
Ref the Contract Plans Shts 1035, 1043 (Bridges over "Air"), the plan notes show a "1/2" Preformed Joint Seal to be included in the cost of Bridge Deck Latex Concrete Overlay, 3 inches." Sht 1046 shows a "!/2 PJF" at Pier 7. A pref compression seal is likely not available for a 1/2" dimension. Please clarify the intent of this joint (i.e. a preformed compression seal, a pre-comp foam joint, a PJF/fiber exp board, or a formed joint with concrete joint seal - hot seal, silicone caulk, etc.).

The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)
Ref Contract Plans Sht 1041, 1043, 1045. "Exist Manhole to be replaced" with a Manhole Special, Frame and Lid. Please provide additional details for the work - i.e. how is the existing one currently in place, is concrete removal and replacement needed, are there addl connection details, what is the purpose of the steel cover plate, etc. Please provide a method of payment for the removal of the existing frame & lid.

The work is intended to replace the manhole frame and lid only without concrete removal and replacement. Steel cover plate was intended to be a temporary measure to cover the manhole during construction and will be omitted with additional clarification of work part of Addendum sheets. The Department is in the process of issuing an addendum, please monitor the website for the addendum. (01/05/2023)
The General Notes, Note 28 states that a deep excavation existing facility (DEEFP) permit is required with CDOT OUC. Please provide clarification/details for the specific work for which this is required.

This is for overhead sign foundations only as per city regulations. The contractor will be responsible for providing any deep excavation calculations based on means and methods to CDOT OUC. (01/05/2023)
Please provide additional information regarding: 1) the contract's anticipated NTP, and 2) the date when permanent expressway lane closures (staged construction) will be first allowed in 2023.

The anticipated NTP / contract start date is up to approximately 60 days after letting. Lane closures will be allowed after 4/1/2023 when MOT coordination is done with other projects in the area as outlined in Contractor Cooperation specification. (01/04/2023)
Is any alignment information/data available? If so, can this be provided?

Due to the scope of this project, alignment data was not required and is not available. Only the stationing is provided in the plans. Stationing DGN file can be provided at the preconstruction meeting, if needed. (12/28/2022)

Authorized Bidders

1548 Dunnet Bay Construction Company & Martam Construction JV
115 N. Brandon Drive
Glendale Heights, IL 60139
Phone: No Record Fax: No Record Email: estimating@dunnetbay.net
$69,946,700.87
1604 Era-Valdivia Contractors, Inc.
11909 S. Avenue O
Chicago, IL 60617
Phone: (773) 721-9350 Fax: (773) 721-8027 Email: estimating@eravaldivia.com
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
$79,670,621.87
3505 Lorig Construction Company
250 East Touhy Avenue
Des Plaines, IL 60018
Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
$75,304,316.14
4813 Plote Construction, Inc.
1100 Brandt Drive
Hoffman Estates, IL 60192
Phone: (847) 695-9300 Fax: (847) 695-9317 Email: bids@plote.com
5842 Superior Construction Co., Inc.
1455 Louis Sullivan Drive
Portage, IN 46368
Phone: (219) 787-0850 Fax: (219) 763-9998 Email: MWEstimating@superiorconstruction.com

Non Bidders

0080 Aldridge Electric, Inc.
(Pending Authorization)
844 E. Rockland Rd.
Libertyville, IL 60048
Phone: (847) 680-5200 Fax: (847) 680-5233 Email: hcullen@aldridgegroup.com
0204 Areatha Construction Co., Inc.
(Pending Authorization)
410 E. North Avenue
Streamwood, IL 60107
Phone: (630) 830-9853 Fax: (630) 830-9856 Email: areathaconstco@sbcglobal.net
2475 Hecker and Company, Inc.
250 Industrial Lane
Wheeling, IL 60090
Phone: (847) 459-9222 Fax: (847) 459-9250 Email: dan@heckerco.com
0733 John Burns Construction Company
(Pending Authorization)
999 Oakmont Plaza Drive, Suite 400
Westmont, IL 60559
Phone: (708) 638-7642 Fax: (708) 326-3499 Email: lmartinez@jbcco.com
3069 K-Five Construction Corporation
999 Oakmont Plaza Drive
Suite 200
Westmont, IL 60559
Phone: (630) 257-5600 Fax: (630) 257-6788 Email: estimating@k-five.net
4677 Path Construction Company, Inc.
(Pending Authorization)
125 E. Algonquin Road
Arlington Heights, IL 60005
Phone: (847) 997-9147 Fax: (847) 398-7101 Email: PSowa@pathcc.com
1560 R. W. DUNTEMAN COMPANY
(Pending Authorization)
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

Pay Item #	UOM	Description	Type	Quantity	Unit Price
20100110	UNIT	TREE REMOVAL (6 TO 15 UNITS DIAMETER)	Base items	116.000
20100210	UNIT	TREE REMOVAL (OVER 15 UNITS DIAMETER)	Base items	80.000
20101300	EACH	TREE PRUNING (1 TO 10 INCH DIAMETER)	Base items	10.000
20101350	EACH	TREE PRUNING (OVER 10 INCH DIAMETER)	Base items	33.000
20200100	CU YD	EARTH EXCAVATION	Base items	72.000
20700220	CU YD	POROUS GRANULAR EMBANKMENT	Base items	131.000
20800150	CU YD	TRENCH BACKFILL	Base items	38.000
21101605	SQ YD	TOPSOIL FURNISH AND PLACE, 2"	Base items	14,839.000
21101625	SQ YD	TOPSOIL FURNISH AND PLACE, 6"	Base items	15,785.000
25000210	ACRE	SEEDING, CLASS 2A	Base items	3.100
25100630	SQ YD	EROSION CONTROL BLANKET	Base items	15,785.000
25200200	UNIT	SUPPLEMENTAL WATERING	Base items	180.000
28000400	FOOT	PERIMETER EROSION BARRIER	Base items	385.000
28000510	EACH	INLET FILTERS	Base items	500.000
31101000	TON	SUBBASE GRANULAR MATERIAL, TYPE B	Base items	6.000
31101810	SQ YD	SUBBASE GRANULAR MATERIAL, TYPE B 12"	Base items	422.000
40600290	POUND	BITUMINOUS MATERIALS (TACK COAT)	Base items	40,064.000
40600985	SQ YD	PORTLAND CEMENT CONCRETE SURFACE REMOVAL - BUTT JOINT	Base items	25,571.000
40605026	TON	POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, 9.5, MIX "F", N80	Base items	9,972.000
42000400	SQ YD	PORTLAND CEMENT CONCRETE PAVEMENT 9"	Base items	81.000
42000540	SQ YD	PORTLAND CEMENT CONCRETE PAVEMENT 12"	Base items	163.000
42100340	SQ YD	CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 12"	Base items	129.000
44000100	SQ YD	PAVEMENT REMOVAL	Base items	333.000
44001980	FOOT	CONCRETE BARRIER REMOVAL	Base items	763.000
44200050	SQ YD	WELDED WIRE REINFORCEMENT	Base items	3,510.000
44200541	SQ YD	CLASS A PATCHES, TYPE II, 9 INCH	Base items	59.000
44200545	SQ YD	CLASS A PATCHES, TYPE III, 9 INCH	Base items	609.000
44200547	SQ YD	CLASS A PATCHES, TYPE IV, 9 INCH	Base items	2,447.000
44200577	SQ YD	CLASS A PATCHES, TYPE II, 12 INCH	Base items	70.000
44200581	SQ YD	CLASS A PATCHES, TYPE III, 12 INCH	Base items	222.000
44200583	SQ YD	CLASS A PATCHES, TYPE IV, 12 INCH	Base items	8,400.000
44200962	SQ YD	CLASS B PATCHES, TYPE III, 9 INCH	Base items	18.000
44200964	SQ YD	CLASS B PATCHES, TYPE IV, 9 INCH	Base items	376.000
44200974	SQ YD	CLASS B PATCHES, TYPE III, 10 INCH	Base items	197.000
44200976	SQ YD	CLASS B PATCHES, TYPE IV, 10 INCH	Base items	2,543.000
44200994	SQ YD	CLASS B PATCHES, TYPE II, 12 INCH	Base items	12.000
44200998	SQ YD	CLASS B PATCHES, TYPE III, 12 INCH	Base items	84.000
44201000	SQ YD	CLASS B PATCHES, TYPE IV, 12 INCH	Base items	318.000
44201294	FOOT	CLASS B PATCH - EXPANSION JOINT	Base items	1,600.000
44201298	EACH	DOWEL BARS 1 1/4"	Base items	55.000
44201299	EACH	DOWEL BARS 1 1/2"	Base items	2,200.000
44213000	SQ YD	PATCHING REINFORCEMENT	Base items	11,804.000
44213200	FOOT	SAW CUTS	Base items	33,911.000
44213202	EACH	TIE BARS 1"	Base items	5,948.000
45200100	FOOT	JOINT OR CRACK ROUTING (PC CONCRETE PAVEMENT AND SHOULDER)	Base items	25,600.000
45200300	POUND	JOINT OR CRACK FILLING	Base items	76,800.000
48100300	SQ YD	AGGREGATE SHOULDERS, TYPE A 4"	Base items	107.000
50102400	CU YD	CONCRETE REMOVAL	Base items	1,690.400
50104650	SQ YD	SLOPE WALL REMOVAL	Base items	132.000
50157300	SQ YD	PROTECTIVE SHIELD	Base items	45,409.000
50200100	CU YD	STRUCTURE EXCAVATION	Base items	146.000
50300255	CU YD	CONCRETE SUPERSTRUCTURE	Base items	1,865.000
50300300	SQ YD	PROTECTIVE COAT	Base items	100,917.000
50400805	FOOT	FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE I-BEAMS, 36 IN.	Base items	113.000
50401005	FOOT	FURNISHING AND ERECTING PRECAST PRESTRESSED CONCRETE I-BEAMS, 48 IN.	Base items	1,778.000
50500405	POUND	FURNISHING AND ERECTING STRUCTURAL STEEL	Base items	18,080.000
50800105	POUND	REINFORCEMENT BARS	Base items	130.000
50800205	POUND	REINFORCEMENT BARS, EPOXY COATED	Base items	277,050.000
50800515	EACH	BAR SPLICERS	Base items	792.000
50800530	EACH	MECHANICAL SPLICERS	Base items	6,252.000
51100100	SQ YD	SLOPE WALL 4 INCH	Base items	132.000
52000005	FOOT	PREFORMED JOINT SEAL 1"	Base items	645.000
52000030	FOOT	PREFORMED JOINT SEAL 2 1/2"	Base items	5,476.000
52000110	FOOT	PREFORMED JOINT STRIP SEAL	Base items	8,926.000
52100010	EACH	ELASTOMERIC BEARING ASSEMBLY, TYPE I	Base items	30.000
52100520	EACH	ANCHOR BOLTS, 1"	Base items	140.000
52200020	SQ FT	TEMPORARY SOIL RETENTION SYSTEM	Base items	558.000
54210188	EACH	PIPE ELBOW, 27"	Base items	4.000
54248510	CU YD	CONCRETE COLLAR	Base items	2.000
550A0420	FOOT	STORM SEWERS, CLASS A, TYPE 2 27"	Base items	34.000
55101300	FOOT	STORM SEWER REMOVAL 27"	Base items	34.000
58700300	SQ FT	CONCRETE SEALER	Base items	44,398.000
59000200	FOOT	EPOXY CRACK INJECTION	Base items	933.000
60250200	EACH	CATCH BASINS TO BE ADJUSTED	Base items	2.000
60255500	EACH	MANHOLES TO BE ADJUSTED	Base items	9.000
60402615	EACH	GRATES, TYPE 20	Base items	10.000
60402640	EACH	GRATES, TYPE 24	Base items	10.000
60403800	EACH	LIDS, TYPE 1, CLOSED LID	Base items	5.000
60608582	FOOT	COMBINATION CONCRETE CURB AND GUTTER, TYPE M-4.24	Base items	1,000.000
63700380	FOOT	CONCRETE BARRIER, VARIABLE CROSS SECTION 44 INCH HEIGHT	Base items	166.000
63700805	FOOT	CONCRETE BARRIER TRANSITION	Base items	444.000
64300260	EACH	IMPACT ATTENUATORS (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3	Base items	1.000
66900200	CU YD	NON-SPECIAL WASTE DISPOSAL	Base items	521.000
66900530	EACH	SOIL DISPOSAL ANALYSIS	Base items	2.000
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	90.000
67100100	L SUM	MOBILIZATION	Base items	1.000
70107025	CAL DA	CHANGEABLE MESSAGE SIGN	Base items	5,760.000
70200100	L SUM	NIGHTTIME WORK ZONE LIGHTING	Base items	1.000
70301120	FOOT	TEMPORARY PAVEMENT MARKING - LINE 4" - EPOXY	Base items	369,387.000
70301125	FOOT	TEMPORARY PAVEMENT MARKING - LINE 5" - EPOXY	Base items	100,875.000
70301140	FOOT	TEMPORARY PAVEMENT MARKING - LINE 8" - EPOXY	Base items	103,114.000
70301160	FOOT	TEMPORARY PAVEMENT MARKING - LINE 12"- EPOXY	Base items	27,016.000
70400100	FOOT	TEMPORARY CONCRETE BARRIER	Base items	19,375.000
70400125	EACH	PINNING TEMPORARY CONCRETE BARRIER	Base items	99.000
70400200	FOOT	RELOCATE TEMPORARY CONCRETE BARRIER	Base items	22,650.000
70600250	EACH	IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3	Base items	1.000
70600260	EACH	IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3	Base items	15.000
70600330	EACH	IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE), TEST LEVEL 3	Base items	25.000
72000300	SQ FT	SIGN PANEL - TYPE 3	Base items	4,354.000
72400330	SQ FT	REMOVE SIGN PANEL - TYPE 3	Base items	4,374.000
73300100	FOOT	OVERHEAD SIGN STRUCTURE - SPAN, TYPE I-A (4'-0" X 4'-6")	Base items	426.000
73300200	FOOT	OVERHEAD SIGN STRUCTURE - SPAN, TYPE II-A (4'-6" X 5'-3")	Base items	212.000
73300300	FOOT	OVERHEAD SIGN STRUCTURE - SPAN, TYPE III-A (5'-0" X 7'-0")	Base items	348.000
73301810	FOOT	OVERHEAD SIGN STRUCTURE WALKWAY, TYPE A	Base items	199.000
73302110	FOOT	OVERHEAD SIGN STRUCTURE - CANTILEVER, TYPE I-C-A (24" X 4'-6")	Base items	23.000
73400100	CU YD	CONCRETE FOUNDATIONS	Base items	39.000
73400200	CU YD	DRILLED SHAFT CONCRETE FOUNDATIONS	Base items	451.000
73600100	EACH	REMOVE OVERHEAD SIGN STRUCTURE - SPAN	Base items	12.000
73600200	EACH	REMOVE OVERHEAD SIGN STRUCTURE - CANTILEVER	Base items	1.000
78000200	FOOT	THERMOPLASTIC PAVEMENT MARKING - LINE 4"	Base items	25,400.000
78000500	FOOT	THERMOPLASTIC PAVEMENT MARKING - LINE 8"	Base items	6,200.000
78000600	FOOT	THERMOPLASTIC PAVEMENT MARKING - LINE 12"	Base items	2,450.000
78003111	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 4"	Base items	3,996.000
78003121	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 5"	Base items	42,131.000
78004620	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 4"	Base items	605.000
78004625	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 5"	Base items	6,880.000
78004635	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 7"	Base items	3,996.000
78004640	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE D - STANDARD - LINE 8"	Base items	42,131.000
78009004	FOOT	MODIFIED URETHANE PAVEMENT MARKING - LINE 4"	Base items	146,120.000
78009008	FOOT	MODIFIED URETHANE PAVEMENT MARKING - LINE 8"	Base items	47,820.000
78009012	FOOT	MODIFIED URETHANE PAVEMENT MARKING - LINE 12"	Base items	13,895.000
78011025	FOOT	GROOVING FOR RECESSED PAVEMENT MARKING 5"	Base items	605.000
78011030	FOOT	GROOVING FOR RECESSED PAVEMENT MARKING 6"	Base items	6,880.000
78011040	FOOT	GROOVING FOR RECESSED PAVEMENT MARKING 8"	Base items	3,996.000
78011045	FOOT	GROOVING FOR RECESSED PAVEMENT MARKING 9"	Base items	42,131.000
78100100	EACH	RAISED REFLECTIVE PAVEMENT MARKER	Base items	4,900.000
78100200	EACH	TEMPORARY RAISED REFLECTIVE PAVEMENT MARKER	Base items	17,960.000
78200011	EACH	BARRIER WALL REFLECTORS, TYPE C	Base items	7,400.000
78300200	EACH	RAISED REFLECTIVE PAVEMENT MARKER REMOVAL	Base items	4,900.000
78300202	SQ FT	PAVEMENT MARKING REMOVAL - WATER BLASTING	Base items	351,125.000
81028200	FOOT	UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA.	Base items	2,877.000
81028240	FOOT	UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA.	Base items	320.000
81028730	FOOT	UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 1 1/4" DIA.	Base items	5,349.000
81100605	FOOT	CONDUIT ATTACHED TO STRUCTURE, 2" DIA., PVC COATED GALVANIZED STEEL	Base items	305.000
81300945	EACH	JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 24" X 24" X 8"	Base items	5.000
81400200	EACH	HEAVY-DUTY HANDHOLE	Base items	10.000
81702120	FOOT	ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 8	Base items	940.000
81702130	FOOT	ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 6	Base items	2,830.000
82110008	EACH	LUMINAIRE, LED, ROADWAY, OUTPUT DESIGNATION H	Base items	564.000
82110016	EACH	LUMINAIRE, LED, HIGHMAST, OUTPUT DESIGNATION I	Base items	198.000
87900100	EACH	DRILL EXISTING FOUNDATION	Base items	5.000
89502210	EACH	MODIFY EXISTING CONTROLLER CABINET	Base items	5.000
A2000312	EACH	TREE, ACER MIYABEI MORTON (STATE STREET MIYABE MAPLE), 1-1/2" CALIPER, BALLED AND BURLAPPED	Base items	10.000
A2000316	EACH	TREE, ACER MIYABEI MORTON (STATE STREET MIYABEI MAPLE), 2" CALIPER, BALLED AND BURLAPPED	Base items	25.000
A2001110	EACH	TREE, ACER RUBRUM OCTOBER GLORY (OCTOBER GLORY RED MAPLE), 1-1/4" CALIPER, BALLED AND BURLAPPED	Base items	10.000
A2001116	EACH	TREE, ACER RUBRUM OCTOBER GLORY (OCTOBER GLORY RED MAPLE), 2" CALIPER, BALLED AND BURLAPPED	Base items	25.000
A2001216	EACH	TREE, ACER RUBRUM RED SUNSET (RED SUNSET RED MAPLE), 2" CALIPER, BALLED AND BURLAPPED	Base items	10.000
A2001612	EACH	TREE, ACER SACCHARINUM MORTON (CRESCENDO SUGAR MAPLE), 2" CALIPER, BALLED AND BURLAPPED	Base items	10.000
A2002484	EACH	TREE, CARPINUS BETULUS FASTIGIATA (COLUMNAR EUROPEAN HORNBEAM), 2" CALIPER, BALLED AND BURLAPPED	Base items	20.000
A2002516	EACH	TREE, CARPINUS CAROLINIANA (AMERICAN HORNBEAM), 2" CALIPER, BALLED AND BURLAPPED	Base items	20.000
A2002572	EACH	TREE, CARPINUS CAROLINIANA (AMERICAN HORNBEAM), 1-1/2" CALIPER, TREE FORM BALLED AND BURLAPPED	Base items	40.000
A2002816	EACH	TREE, CATALPA SPECIOSA (NORTHERN CATALPA), 2" CALIPER, BALLED AND BURLAPPED	Base items	38.000
A2002879	EACH	TREE, CELTIS OCCIDENTALIS CHICAGOLAND, (CHICAGOLAND COMMON HACKBERRY), 2" CALIPER, BALLED AND BURLAPPED	Base items	50.000
A2002916	EACH	TREE, CELTIS OCCIDENTALIS (COMMON HACKBERRY), 2" CALIPER, BALLED AND BURLAPPED	Base items	35.000
A2003021	EACH	TREE, CELTIS OCCIDENTALIS JFS-KSU1 (PRAIRIE SENTINEL HACKBERRY), 2-1/2" CALIPER, BALLED AND BURLAPPED	Base items	28.000
A2003216	EACH	TREE, CORYLUS COLURNA (TURKISH FILBERT), 2" CALIPER, BALLED AND BURLAPPED	Base items	46.000
A2004414	EACH	TREE, GINKGO BILOBA (GINKGO), 1-3/4" CALIPER, BALLED AND BURLAPPED	Base items	30.000
A2004512	EACH	TREE, GINKGO BILOBA AUTUMN GOLD (AUTUMN GOLD GINKGO), 2" CALIPER, BALLED AND BURLAPPED	Base items	33.000
A2004516	EACH	TREE, GINKGO BILOBA PRINCETON SENTRY (PRINCETON SENTRY GINKGO), 2" CALIPER, BALLED AND BURLAPPED	Base items	4.000
A2004702	EACH	TREE, GLEDITSIA TRIACANTHOS INERMIS IMPERIAL (IMPERIAL HONEYLOCUST), 2" CALIPER, BALLED AND BURLAPPED	Base items	41.000
A2004716	EACH	TREE, GLEDITSIA TRIACANTHOS INERMIS SHADEMASTER (SHADEMASTER THORNLESS COMMON HONEYLOCUST), 2" CALIPER, BALLED AND BURLAPPED	Base items	31.000
A2005016	EACH	TREE, GYMNOCLADUS DIOICUS (KENTUCKY COFFEETREE), 2" CALIPER, BALLED AND BURLAPPED	Base items	13.000
A2005040	EACH	TREE, GYMNOCLADUS DIOICUS ESPRESSO-JFS (ESPRESSO KENTUCKY COFFEETREE), 2-1/2" CALIPER, BALLED AND BURLAPPED	Base items	24.000
A2005417	EACH	TREE, LIRIODENDRON TULIPIFERA ARNOLD (ARNOLD TULIP TREE) 2" CALIPER, BALLED AND BURLAPPED	Base items	24.000
A2005418	EACH	TREE, LIRIODENDRON TULIPIFERA 'JFS-OZ' (EMERALD CITY TULIP TREE) 2" CALIPER, BALLED AND BURLAPPED	Base items	20.000
A2005420	EACH	TREE, LIRIODENDRON TULIPIFERA (TULIP TREE), 2-1/2" CALIPER, BALLED AND BURLAPPED	Base items	20.000
A2005467	EACH	TREE, MACLURA POMFERA 'WHITE SHIELD' (WHITE SHIELD OSAGE ORANGE), 2" CALIPER ,BALLED AND BULAPPED	Base items	21.000
A2005616	EACH	TREE, OSTRYA VIRGINIANA (AMERICAN HOPHORNBEAM), 2" CALIPER, BALLED AND BURLAPPED	Base items	45.000
A2005617	EACH	TREE, OSTRYA VIRGINIANA 'JFS-KW5' (AUTUMN TREASURE HOPHORNBEAM), 2" CALIPER, BALLED AND BURLAPPED	Base items	15.000
A2005956	EACH	TREE, PLATANUS X ACERIFOLIA MORTON CIRCLE (EXCLAMATION LONDON PLANETREE), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED	Base items	50.000
A2006516	EACH	TREE, QUERCUS BICOLOR (SWAMP WHITE OAK), 2" CALIPER, BALLED AND BURLAPPED	Base items	60.000
A2006616	EACH	TREE, QUERCUS IMBRICARIA (SHINGLE OAK), 2" CALIPER, BALLED AND BURLAPPED	Base items	40.000
A2006816	EACH	TREE, QUERCUS MUEHLENBERGII (CHINKAPIN OAK), 2" CALIPER, BALLED AND BURLAPPED	Base items	40.000
A2007200	EACH	TREE, QUERCUS ROBUR LONG (REGAL PRINCE OAK), 2" CALIPER, BALLED ANDBURLAPPED	Base items	35.000
A2007616	EACH	TREE, TAXODIUM DISTICHUM (COMMON BALD CYPRESS), 2" CALIPER, BALLED AND BURLAPPED	Base items	3.000
A2007916	EACH	TREE, TILIA AMERICANA REDMOND (REDMOND AMERICAN LINDEN), 2" CALIPER, BALLED AND BURLAPPED	Base items	10.000
A2008468	EACH	TREE, ULMUS AMERICANA PRINCETON (PRINCETON AMERICAN ELM), 2" CALIPER, BALLED AND BURLAPPED	Base items	15.000
A2008518	EACH	TREE, ULMUS MORTON GLOSSY (TRIUMPH ELM), 2" CALIPER, BALLED AND BURLAPPED	Base items	12.000
A2012116	EACH	TREE, AESCULUS X AUTUMN SPLENDOR (AUTUMN SPLENDOR BUCKEYE), 2" CALIPER, BALLED AND BURLAPPED	Base items	5.000
A2012122	EACH	TREE, AESCULUS X AUTUMN SPLENDOR (AUTUMN SPLENDOR BUCKEYE), 1-3/4" CALIPER, BALLED AND BURLAPPED, MATCHING HEADS	Base items	10.000
A2016616	EACH	TREE, QUERCUS ELLIPSOIDALIS (HILL'S OAK), 2" CALIPER, BALLED AND BURLAPPED	Base items	40.000
A2064012	EACH	TREE, QUERCUS ALBA X ROBUR CRIMSCHMIDT (CRIMSON SPIRE OAK), 2-1/2" CALIPER, BALLED AND BURLAPPED	Base items	10.000
A2064R12	EACH	TREE-QUERCUS ALBA X ROBUR JFS-KWIQX (STREETSPIRE OAK), 2" CALIPER, BALLED AND BURLAPPED	Base items	15.000
A3005014	EACH	GYMNOCLADUS DIOICUS SKINNY LATTE (SKINNY LATTE KENTUCKY COFFEETREE), 2" CALIPER, BALLED AND BURLAPPED	Base items	19.000
B2000666	EACH	TREE, AMELANCHIER X GRANDIFLORA (APPLE SERVICEBERRY), 6' HEIGHT, SHRUB FORM, BALLED AND BURLAPPED	Base items	35.000
B2001468	EACH	TREE, CORNUS MAS 'GOLDEN GLORY'(GOLDEN GLORY CORNELIAN CHERRY DOGWOOD), 6' HEIGHT, CLUMP FORM, BALLED AND BURLAPPED	Base items	15.000
B2001666	EACH	TREE, CRATAEGUS CRUSGALLI INERMIS (THORNLESS COCKSPUR HAWTHORN), 6' HEIGHT, SHRUB FORM, BALLED AND BURLAPPED	Base items	7.000
B2002772	EACH	TREE, MALUS X ADSTRINGENS 'DURELO' (GLADIATOR CRABAPPLE), 2" CALIPER, BALLED AND BURLAPPED	Base items	7.000
B2006135	EACH	TREE, SYRINGA PEKINENSIS 'WFH2' (GREAT WALL CINESE TREE LILAC) 2" CALIPER, BALLED AND BURLAPPED	Base items	22.000
B2006272	EACH	TREE, SYRINGA RETICULATA BAILANCE (FIRST EDITION SNOWDANCE JAPANESE TREE LILAC), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED	Base items	36.000
B2006316	EACH	TREE, SYRINGA RETICULATA IVORY SILK (IVORY SILK JAPANESE TREE LILAC), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED	Base items	33.000
B2010070	EACH	TREE, CLADRASTIS KENTUCKEA (AMERICAN YELLOWWOOD), 2" CALIPER, BALLED AND BURLAPPED	Base items	20.000
B2010072	EACH	TREE, CLADRASTIS KENTUCKEA PERKINS PINK (PERKINS PINK AMERICAN YELLOWWOOD), 2" CALIPER, BALLED AND BURLAPPED	Base items	15.000
C2003260	EACH	SHRUB, HAMAMELIS VERNALIS (VERNAL WITCH HAZEL), 5' HEIGHT, BALLED AND BURLAPPED	Base items	30.000
C2003372	EACH	SHRUB, HAMAMELIS VIRGINIANA (COMMON WITCHHAZEL), 6' HEIGHT, BALLED AND BURLAPPED	Base items	30.000
C2005924	EACH	SHRUB, RHUS GLABRA (SMOOTH SUMAC), 2' HEIGHT, BALLED AND BURLAPPED	Base items	50.000
C2006024	EACH	SHRUB, RHUS TYPHINA (STAGHORN SUMAC), 2' HEIGHT, BALLED AND BURLAPPED	Base items	530.000
D2001660	EACH	EVERGREEN, JUNIPERUS VIRGINIANA CANAERTII (CANAERTI RED CEDAR), 5' HEIGHT, BALLED AND BURLAPPED	Base items	5.000
D2001760	EACH	EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 5' HEIGHT, BALLED AND BURLAPPED	Base items	5.000
D2001772	EACH	EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 6' HEIGHT, BALLED AND BURLAPPED	Base items	11.000
D2001784	EACH	EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 7' HEIGHT, BALLED AND BURLAPPED	Base items	5.000
D2001788	EACH	EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 8' HEIGHT, BALLED AND BURLAPPED	Base items	5.000
D2001960	EACH	EVERGREEN, PICEA GLAUCA DENSATA (BLACK HILLS SPRUCE), 5' HEIGHT, BALLED AND BURLAPPED	Base items	20.000
D2001972	EACH	EVERGREEN, PICEA GLAUCA DENSATA (BLACK HILLS SPRUCE), 6' HEIGHT, BALLED AND BURLAPPED	Base items	39.000
D2001984	EACH	EVERGREEN, PICEA GLAUCA DENSATA (BLACK HILLS SPRUCE), 7' HEIGHT, BALLED AND BURLAPPED	Base items	25.000
D2001988	EACH	EVERGREEN, PICEA GLAUCA DENSATA (BLACK HILLS SPRUCE), 8' HEIGHT, BALLED AND BURLAPPED	Base items	20.000
D2002060	EACH	EVERGREEN, PICEA OMORIKA (SERBIAN SPRUCE), 5' HEIGHT, BALLED AND BURLAPPED	Base items	35.000
D2002072	EACH	EVERGREEN, PICEA OMORIKA (SERBIAN SPRUCE), 6' HEIGHT, BALLED AND BURLAPPED	Base items	24.000
D2002084	EACH	EVERGREEN, PICEA OMORIKA (SERBIAN SPRUCE), 7' HEIGHT, BALLED AND BURLAPPED	Base items	50.000
D2002088	EACH	EVERGREEN, PICEA OMORIKA (SERBIAN SPRUCE), 8' HEIGHT, BALLED AND BURLAPPED	Base items	30.000
D2002372	EACH	EVERGREEN, PINUS FLEXILIS (LIMBER PINE), 6' HEIGHT, BALLED AND BURLAPPED	Base items	70.000
D2002384	EACH	EVERGREEN, PINUS FLEXILIS (LIMBER PINE), 7' HEIGHT, BALLED AND BURLAPPED	Base items	55.000
D2002388	EACH	EVERGREEN, PINUS FLEXILIS (LIMBER PINE), 8' HEIGHT, BALLED AND BURLAPPED	Base items	35.000
D2002472	EACH	EVERGREEN, PINUS FLEXILIS VANDERWOLF'S PYRAMID (VANDERWOLF'S PYRAMID LIMBER PINE), 6' HEIGHT, BALLED AND BURLAPPED	Base items	50.000
D2002484	EACH	EVERGREEN, PINUS FLEXILIS VANDERWOLF'S PYRAMID (VANDERWOLF'S PYRAMID LIMBER PINE), 7' HEIGHT, BALLED AND BURLAPPED	Base items	25.000
D2002488	EACH	EVERGREEN, PINUS FLEXILIS VANDERWOLF'S PYRAMID (VANDERWOLF'S PYRAMID LIMBER PINE), 8' HEIGHT, BALLED AND BURLAPPED	Base items	30.000
K0029629	POUND	WEED CONTROL, BROADLEAF IN TURF	Base items	2.000
K0029634	POUND	WEED CONTROL, PRE-EMERGENT GRANULAR HERBICIDE	Base items	113.000
K0036120	SQ YD	MULCH PLACEMENT 4"	Base items	102.000
X0321309	SQ YD	CONCRETE PAD	Base items	20.000
X0323491	FOOT	SLOPE WALL CRACK SEALING	Base items	2,088.000
X0323914	EACH	FIBER OPTIC CABLE SPLICE - LATERAL	Base items	6.000
X0325222	GALLON	WEED CONTROL, BASAL TREATMENT	Base items	2.500
X0325748	SQ YD	ACRYLIC COATING	Base items	2,270.000
X0325749	SQ FT	FIBER WRAP	Base items	20,334.000
X0326952	EACH	STEP-DOWN TRANSFORMER	Base items	2.000
X0327577	L SUM	PROTECT AND MAINTAIN EXISTING UNDERPASS LUMINAIRE	Base items	1.000
X0327605	L SUM	DYNAMIC MESSAGE SIGN REMOVAL AND INSTALLATION	Base items	1.000
X0327773	EACH	ACCESS DOOR	Base items	2.000
X0327999	SQ FT	ANTI-GRAFFITI COATING	Base items	33,338.000
X0328013	SQ YD	PROTECTIVE NETTING	Base items	3,830.000
X0328023	SQ YD	REMOVAL OF EXISTING PROTECTIVE NETTING	Base items	3,830.000
X0900022	FOOT	BRIDGE DRAINAGE SYSTEM REPAIR	Base items	72.000
X1400155	FOOT	REMOVAL OF FIBER OPTIC CABLE	Base items	33,990.000
X1400217	EACH	TERMINATE FIBER IN CABINET	Base items	60.000
X1400459	EACH	DYNAMIC MESSAGE SIGN REMOVAL - IDOT	Base items	3.000
X1700011	SQ FT	STAMPED COLORED PORTLAND CEMENT CONCRETE MEDIAN SURFACE 4 INCH	Base items	500.000
X1800011	EACH	TREE, AESCULUS CARNEA FORT MCNAIR (FORT MCNAIR BUCKEYE), 2" CAPLIPER, BALLED AND BURLAPED	Base items	10.000
X1800013	EACH	TREE, GLEDITSIA TRIACANTHOS VAR. INERMIS DRAVES (STREET KEEPER HONEYLOCUST), 2" CALIPER, BALLED AND BURLAPPED	Base items	20.000
X2010100	EACH	TREE LIMB REMOVAL (4 TO 10 INCHES DIAMETER)	Base items	5.000
X2010200	EACH	TREE LIMB REMOVAL (OVER 10 INCHES DIAMETER)	Base items	1.000
X2010310	UNIT	TREE REMOVAL (SPECIAL)	Base items	40.000
X2010350	ACRE	TREE REMOVAL, ACRES (SPECIAL)	Base items	3.000
X2010400	UNIT	STUMP REMOVAL ONLY	Base items	5.000
X2100002	UNIT	PRUNING FOR SAFETY AND EQUIPMENT CLEARANCE	Base items	7.000
X2300054	L SUM	REVLAC CONTROL SYSTEM TESTING	Base items	1.000
X2503110	ACRE	MOWING (SPECIAL)	Base items	4.000
X2600028	EACH	DYNAMIC MESSAGE SIGN, WALK-IN ACCESS, FULL MATRIX, COLOR, NTCIP 1203	Base items	3.000
X2700001	EACH	TEMPORARY RUMBLE STRIPS (SPECIAL)	Base items	45.000
X4405020	FOOT	LONGITUDINAL PARTIAL DEPTH REMOVAL 2"	Base items	9,875.000
X4420900	TON	LONGITUDINAL PARTIAL DEPTH PATCHING	Base items	367.000
X5030250	SQ YD	BRIDGE DECK GROOVING (LONGITUDINAL)	Base items	56,737.000
X5060700	EACH	CLEANING AND PAINTING BEARINGS	Base items	788.000
X5060704	SQ FT	CLEANING AND PAINTING EXPOSED REBAR	Base items	484.000
X5537800	FOOT	STORM SEWERS TO BE CLEANED 12"	Base items	225.000
X6020086	EACH	MANHOLE, SPECIAL, FRAME AND LID	Base items	1.000
X6025300	EACH	CATCH BASINS TO BE ADJUSTED (SPECIAL)	Base items	216.000
X6025600	EACH	MANHOLES TO BE ADJUSTED (SPECIAL)	Base items	22.000
X6062206	SQ FT	STAMPED COLORED PORTLAND CEMENT CONCRETE MEDIAN SURFACE 6 INCH	Base items	1,500.000
X6431220	EACH	REMOVE AND REPLACE IMPACT ATTENUATOR SAND MODULE	Base items	2.000
X6640304	FOOT	CHAIN LINK FENCE TO BE REMOVED AND RE-ERECTED	Base items	200.000
X6700410	CAL MO	ENGINEER'S FIELD OFFICE, TYPE A (SPECIAL)	Base items	19.000
X7010216	L SUM	TRAFFIC CONTROL AND PROTECTION, (SPECIAL)	Base items	1.000
X7011015	L SUM	TRAFFIC CONTROL AND PROTECTION (EXPRESSWAYS)	Base items	1.000
X7013820	CAL DA	TRAFFIC CONTROL SURVEILLANCE, EXPRESSWAYS	Base items	730.000
X8130112	EACH	JUNCTION BOX TYPE J	Base items	7.000
X8140115	EACH	HANDHOLE TO BE ADJUSTED	Base items	4.000
X8211035	EACH	LUMINAIRE, LED, UNDERPASS, REPLACEMENT, SUSPENDED,OUTPUT DESIGNATION E	Base items	10.000
X8420096	EACH	REMOVAL OF LUMINAIRE, SALVAGE, ROADWAY	Base items	564.000
X8420098	EACH	REMOVAL OF LUMINAIRE, SALVAGE, HIGH MAST	Base items	198.000
X8420103	EACH	REMOVAL OF LUMINAIRE, NO SALVAGE, UNDERPASS	Base items	10.000
X8570000	L SUM	SMART TRAFFIC MONITORING SYSTEM	Base items	1.000
X8710035	FOOT	FIBER OPTIC CABLE 96 FIBERS, SINGLE MODE	Base items	34,690.000
X8710036	FOOT	FIBER OPTIC CABLE 12 FIBERS, SINGLE MODE	Base items	1,500.000
X8730312	FOOT	ELECTRIC CABLE IN CONDUIT, LEAD-IN, NO. 18 4/C, TWISTED, SHIELDED	Base items	6,882.000
X8780107	FOOT	CONCRETE FOUNDATION (SPECIAL)	Base items	9.000
X8850109	FOOT	PREFORMED INDUCTION LOOP	Base items	2,179.000
Z0001700	SQ YD	APPROACH SLAB REPAIR (FULL DEPTH)	Base items	162.000
Z0001903	POUND	STRUCTURAL STEEL REMOVAL	Base items	17,910.000
Z0001905	POUND	STRUCTURAL STEEL REPAIR	Base items	20.000
Z0003615	EACH	REMOVAL OF EXISTING CONCRETE I-BEAM	Base items	30.000
Z0003802	EACH	REMOVAL OF EXISTING BEARINGS	Base items	60.000
Z0006018	SQ YD	BRIDGE DECK LATEX CONCRETE OVERLAY, 3 INCHES	Base items	82,852.000
Z0010605	L SUM	CLEANING DRAINAGE SYSTEM	Base items	1.000
Z0010617	MILE	SUPPLEMENTAL SWEEPING	Base items	8.000
Z0012130	SQ YD	BRIDGE DECK SCARIFICATION 3/4"	Base items	82,852.000
Z0012754	SQ FT	STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES)	Base items	11,865.000
Z0012755	SQ FT	STRUCTURAL REPAIR OF CONCRETE (DEPTH GREATER THAN 5 INCHES)	Base items	1,418.000
Z0013798	L SUM	CONSTRUCTION LAYOUT	Base items	1.000
Z0015500	L SUM	DEBRIS REMOVAL	Base items	1.000
Z0016001	SQ YD	DECK SLAB REPAIR (FULL DEPTH, TYPE I)	Base items	24.700
Z0016002	SQ YD	DECK SLAB REPAIR (FULL DEPTH, TYPE II)	Base items	655.100
Z0018051	EACH	DRAINAGE SCUPPERS TO BE ADJUSTED	Base items	69.000
Z0018500	EACH	DRAINAGE STRUCTURES TO BE CLEANED	Base items	150.000
Z0029090	SQ YD	DIAMOND GRINDING (BRIDGE SECTION)	Base items	84,773.000
Z0030850	SQ FT	TEMPORARY INFORMATION SIGNING	Base items	4,000.000
Z0033028	CAL MO	MAINTENANCE OF LIGHTING SYSTEM	Base items	269.000
Z0043800	SQ FT	PRECAST PRESTRESSED CONCRETE I-BEAM REPAIR	Base items	802.000
Z0048665	L SUM	RAILROAD PROTECTIVE LIABILITY INSURANCE	Base items	1.000
Z0055905	FOOT	TEMPORARY CONSTRUCTION FENCE	Base items	6,052.000
Z0064800	UNIT	SELECTIVE CLEARING	Base items	78.000
Z0073200	EACH	TEMPORARY SHORING AND CRIBBING	Base items	60.000
Z0073510	EACH	TEMPORARY TRAFFIC SIGNAL TIMING	Base items	35.000
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