Contract Detail

June 13, 2025 Letting 12:00 PM
01X-68E44

Bulletin Description

Painting, deck replacement, and repairs to the westbound McClugage Bridge (SN 090-0115) carrying US 150 over the Illinois River and painting, deck replacement, and repairs to SN 02-0168 carrying westbound US 150 over IL29/ NE Adams St. 1.29 miles gross length.

Region	District	DBE %	VBP %	Federal Project #
3	4	2.00	0.00	NHPPST9M(831)

County(s)	Key Route(s)	Marked Route(s)	Section(s)	State Job #(s)	PPS #(s)
Peoria Tazewell	FAP 317	US 150	(15B-1)BP,BRR;(14HB-1)BRR	C-94-079-18	4-00174-0060 4-00174-0500

Contract Specifics
Project Labor Agreement
This item was previously advertised as a Review and Inspection project only (Item 01X) on letting date April 25, 2025. Bids are now being accepted. Contractors and suppliers who downloaded plans and special provisions for this item in connection with the previous advertisement should again download the complete set to ensure that revised and/or added material is received.
Completion Date: November 19, 2027 Plus 35 Working Days
Previously advertised on April 25, 2025 (Item 01X).
No More Contract Specifics

Ask Subscribe Questions and Answers (17 Submitted / 17 Answered ) Questions not accepted as of June 03, 2025 04:30 PM.

Is the top flange painted? If so, is it lead based paint?

The contract plans contain the known information regarding the presence of lead paint. Structure Number 090-0115 utilized paint that contained lead. Specifications during the period in which this structure was built specified that some portions of the top flanges were to be painted. However, the Department makes no further assessment as to the locations of lead paint within the structure except as noted on the contract plans. The Contractor shall take appropriate precautions to address the presence of lead on this project. (06/05/2025)
What surface (and thickness) will the temporary guardrail posts be driven into (shown on plan sheet 54)?

The temporary guardrail shown on sheet 54 will not be installed in a paved surface. (06/04/2025)
With suspended platforms being necessary in the navigational spans, please clarify the vertical clearance below low steel?

The Contractor will coordinate their proposed work activities with the United States Coast Guard, including an acceptable vertical clearance below low steel. For more information, see the "Maintenance of Navigation" special provision. (06/04/2025)
Please confirm if all superstructure and substructure steel is to be cleaned and painted, as page 171 of the plans under Scope of Work item 4. only states "clean and paint entire steel superstructure".

As noted on Sheet 171, all exposed steel surfaces of the superstructure, including the existing fixed bearings, must be cleaned and painted. Additionally, Sheet 173 specifies that the cleaning and painting of the existing structural steel includes the interior surfaces of the box-shaped truss members. The substructure is comprised of concrete elements. Concrete sealing requirements at select locations are detailed in the plans. (06/04/2025)
Customarily, we see IDOT Base Sheet R-29 (Bicycle Railing) or R-32/33 for railings positioned on the outside of the deck, which utilize Chain Link Fabric. There are no filler details on the proposed Pedestrian Railing. Please confirm that the Pedestrian Railing will not require chain link fabric, and will be rails only.

The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. (06/04/2025)
Please confirm that the barrier wall detail shown on plan sheet 113 is what the proposed impact attenuator will be protecting.

As noted on plan sheet 37, the proposed IMPACT ATTENUATOR (SEVERE USE, NARROW), TEST LEVEL 3 is at the end (STA. 708+60.32) of the proposed CONCRETE BARRIER, VARIABLE CROSS SECTION 44 INCH HEIGHT. Plan sheet 113 includes a detail of two pay items: CONCRETE BARRIER, VARIABLE CROSS SECTION 44 INCH HEIGHT and CONCRETE BARRIER BASE (SPECIAL). (06/04/2025)
Plan Sheet 129, Note 8, calls for the existing lighting system to remain functional until the new one is in place. I assume that would be a CP error? Or is the intent to temp in the existing lighting system somehow? And does the existing Nav. lighting need to remain functional?

The existing navigation lighting must remain operational consistent with Note #25 on Sheet 129. An addendum related to navigation lighting will be issued. The existing highway lighting on the westbound McClugage Bridge only needs to remain operational while traffic is on the bridge. The highway lighting on the westbound bridge does not need to be operational while westbound traffic is using the new eastbound bridge. (05/30/2025)
Can the anchor rod dimensions on sheet 276 be verified? The detail shows 1'3" hook, which would not extend into the deck pour with the bump out?

The anchor rod dimensions shown on Sheet 276 are correct. The two outside anchor rods for the light pole attachment do not need to extend into the deck. (05/30/2025)
Will saw cutting over the top flanges of the existing beams be allowed for demolition?

Saw cutting over the top flanges of the existing beams is not allowed for demolition. Work must be completed in accordance with the Standard Specifications. See Article 501.05(b) for deck removal requirements. (05/30/2025)
If the existing beam flanges have been painted will the removal of the coating be paid for per article 109.04 as shown in the general notes on plan page 173 for the installation of the shear studs?

The removal of paint for the installation of shear studs is included in the pay item for the shear studs and will not be paid for separately. See Article 505.08(m) of the Standard Specifications. (05/30/2025)
Can you provide details on the "new lower lateral conneciton plate" as shown in sec A-A on sheet S162 of S214

As discussed in the sheet notes, coordinate floorbeam replacement with lower lateral connection plate replacement details provided on Sheet S175. (05/21/2025)
Please provide the existing structure information packet for review as mentioned in the special provisions on page 140 for the SAR specification.

Some existing structure plans will be placed in the ADDITIONAL INFORMATION folder online with the Plans and Special Provisions for information only. Additional information will be made available to the successful bidding Contractor after contract award. (05/20/2025)
Sheet S8 of S214 indicates that there are 4 different "FB Flange to Web Welds". Please provide details for these repairs as they are not located on the plan sheets indicated in the reference tables.

At these locations, there is a crack in the top flange to web weld at the end of the floorbeam. A crack arrestor hole is to be drilled prior to installing the floorbeam retrofit. The sheet reference in the table on Sheet S8 is incorrect. Repair details can be found on Sheets S160 and S161. (05/20/2025)
Sheet S164 of S214: Please provide details on the new stringer connection angles (sizes, bolt spacing), as well as the interface of these connection angles and the new top flange repair angles as they appear to have an overlap. Also, please provide geometry dimenions for the bottom flange repair plates.

The overall anticipated size of the floorbeam bottom flange repair plates is included in the Elevation - Span 13, Floorbeam 29 (Item 121) view. Shop drawings are not available for existing steel components. The contractor will need to field verify the geometry of the existing lower lateral connection plates that will remain in place and determine the required floorbeam bottom flange repair plate geometry to fit next to the existing connection plates. (05/20/2025)
Plan Sheet 319 (S149 of S214) shows lateral bracing hanger repairs and that it is included with Structural Steel Repair. Why is there no weight assoicated with this work considering it is under a POUND unit measurement pay item?

Shop drawings are not available for the existing steel components. The contractor will need to determine the required length of rod for the lateral bracing hanger repairs at the identified locations. That is the reason why the weight of the hanger repair was not calculated, and instead, the cost is incidental to Structural Steel Repair. (05/20/2025)
Plan sheets 177 and 178 (S7 and S8 of S214) provide the NBIS Reference tables, but none of the sheets listed in column "Sheet No. of S214" are correct. Please advise.

An addendum will be issued to address this. (05/19/2025)
Will the temp tape stay down thru the winter shutdown?

District Four has not had problems with this tape staying in place through a winter when it has been properly installed. (05/13/2025)

Authorized Bidders

0958 William Charles Construction Company, LLC
833 Featherstone Road
Rockford, IL 61107
P.O. Box 2071
Loves Park, IL 61130
Phone: (815) 654-4700 Fax: (815) 654-4736 Email: bids@williamcharles.com
$69,915,000.00
2779 ICC Group Inc.
39W866 Fabyan Parkway
Elburn, IL 60119
Phone: (630) 232-7280 Fax: (630) 232-7281 Email: estimating@icceo.com
$73,694,000.00

Non Bidders

0846 Capital Industrial Services, LLC
17200 Palmer Blvd
Homewood, IL 60430
Phone: (312) 508-5087 Fax: (312) 508-5087 Email: j.krstevski@capitalindustrialcoatings.com
0894 Central Painting, Inc.
13900 Limerick Drive
St. John, IN 46373
P.O. Box 606
St. John, IN 46373
Phone: (219) 942-3623 Fax: (219) 940-9464 Email: centralpnt@aol.com
2766 Civil Coatings and Construction Inc.
(Pending Authorization)
1651 West Lincolnway
Valparaiso, IN 46385
Phone: (219) 531-5300 Fax: (219) 531-5301 Email: bids@civilcoatings.com
1604 Era-Valdivia Contractors, Inc.
(Pending Authorization)
11909 S. Avenue O
Chicago, IL 60617
Phone: (773) 721-9350 Fax: (773) 721-8027 Email: estimating@eravaldivia.com
3382 Laser Electric, Inc.
3611 S.W. Adams St.
Peoria, IL 61605
PO Box 5008
Peoria, IL 61601
Phone: (309) 693-2400 Fax: (309) 676-7732 Email: jason@laserelectricinc.com
1284 R. A. Cullinan and Son, a div of UCM, Inc.
121 West Park Street
Tremont, IL 61568
P.O. Box 166
Tremont, IL 61568
Phone: (309) 925-2711 Fax: (309) 925-7131 Email: tom.wall@ucm.biz

Pay Item #	UOM	Description	Type	Quantity	Unit Price
20100500	ACRE	TREE REMOVAL, ACRES	Base items	0.250
20101000	FOOT	TEMPORARY FENCE	Base items	1,587.000
20101400	POUND	NITROGEN FERTILIZER NUTRIENT	Base items	90.000
20101500	POUND	PHOSPHORUS FERTILIZER NUTRIENT	Base items	90.000
20101600	POUND	POTASSIUM FERTILIZER NUTRIENT	Base items	90.000
20200100	CU YD	EARTH EXCAVATION	Base items	2,701.000
20300100	CU YD	CHANNEL EXCAVATION	Base items	2,633.000
20800150	CU YD	TRENCH BACKFILL	Base items	10.000
21101615	SQ YD	TOPSOIL FURNISH AND PLACE, 4"	Base items	5,682.000
21400100	FOOT	GRADING AND SHAPING DITCHES	Base items	382.000
25000210	ACRE	SEEDING, CLASS 2A	Base items	1.000
25000750	ACRE	MOWING	Base items	5.000
25100115	ACRE	MULCH, METHOD 2	Base items	1.000
25100635	SQ YD	HEAVY DUTY EROSION CONTROL BLANKET	Base items	1,375.000
28000250	POUND	TEMPORARY EROSION CONTROL SEEDING	Base items	24.000
28000305	FOOT	TEMPORARY DITCH CHECKS	Base items	95.000
28000400	FOOT	PERIMETER EROSION BARRIER	Base items	1,402.000
28000500	EACH	INLET AND PIPE PROTECTION	Base items	25.000
28000510	EACH	INLET FILTERS	Base items	25.000
28100801	TON	STONE DUMPED RIPRAP, CLASS A1	Base items	15.000
28100811	TON	STONE DUMPED RIPRAP, CLASS A6	Base items	4,120.000
30300011	TON	AGGREGATE SUBGRADE IMPROVEMENT	Base items	2,378.000
40600295	POUND	POLYMERIZED BITUMINOUS MATERIALS (TACK COAT)	Base items	4,919.000
40603208	TON	POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N70	Base items	83.000
40604172	TON	POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "E", N70	Base items	104.000
42000080	SQ YD	PAVEMENT CONNECTOR (PCC) FOR BRIDGE APPROACH SLAB	Base items	207.000
42000411	SQ YD	PORTLAND CEMENT CONCRETE PAVEMENT 9 1/2" (JOINTED)	Base items	365.000
42001300	SQ YD	PROTECTIVE COAT	Base items	1,678.000
44000100	SQ YD	PAVEMENT REMOVAL	Base items	2,628.000
44000500	FOOT	COMBINATION CURB AND GUTTER REMOVAL	Base items	110.000
44004000	FOOT	PAVED DITCH REMOVAL	Base items	34.000
44004250	SQ YD	PAVED SHOULDER REMOVAL	Base items	440.000
48101500	SQ YD	AGGREGATE SHOULDERS, TYPE B 6"	Base items	32.000
48203029	SQ YD	HOT-MIX ASPHALT SHOULDERS, 8"	Base items	2,152.000
48300300	SQ YD	PORTLAND CEMENT CONCRETE SHOULDERS 8"	Base items	70.000
50102400	CU YD	CONCRETE REMOVAL	Base items	84.700
50104701	EACH	REMOVAL OF EXISTING CONCRETE DECK NO. 1	Base items	1.000
50104702	EACH	REMOVAL OF EXISTING CONCRETE DECK NO. 2	Base items	1.000
50105220	FOOT	PIPE CULVERT REMOVAL	Base items	256.000
50157300	SQ YD	PROTECTIVE SHIELD	Base items	4,459.000
50200100	CU YD	STRUCTURE EXCAVATION	Base items	184.000
50300100	EACH	FLOOR DRAINS	Base items	173.000
50300225	CU YD	CONCRETE STRUCTURES	Base items	101.500
50300255	CU YD	CONCRETE SUPERSTRUCTURE	Base items	8,501.200
50300300	SQ YD	PROTECTIVE COAT	Base items	28,350.000
50301350	CU YD	CONCRETE SUPERSTRUCTURE (APPROACH SLAB)	Base items	356.200
50500405	POUND	FURNISHING AND ERECTING STRUCTURAL STEEL	Base items	37,300.000
50500505	EACH	STUD SHEAR CONNECTORS	Base items	100,637.000
50800205	POUND	REINFORCEMENT BARS, EPOXY COATED	Base items	2,254,820.000
50800515	EACH	BAR SPLICERS	Base items	17,274.000
50800530	EACH	MECHANICAL SPLICERS	Base items	53.000
50900805	FOOT	PEDESTRIAN RAILING	Base items	519.000
51500100	EACH	NAME PLATES	Base items	2.000
52000110	FOOT	PREFORMED JOINT STRIP SEAL	Base items	504.000
52000216	FOOT	FINGER PLATE EXPANSION JOINT, 5"	Base items	203.500
52000220	FOOT	FINGER PLATE EXPANSION JOINT, 6"	Base items	39.500
52000600	FOOT	FABRIC REINFORCED ELASTOMERIC TROUGH	Base items	270.000
52100010	EACH	ELASTOMERIC BEARING ASSEMBLY, TYPE I	Base items	20.000
52100510	EACH	ANCHOR BOLTS, 3/4"	Base items	80.000
52100520	EACH	ANCHOR BOLTS, 1"	Base items	144.000
52100530	EACH	ANCHOR BOLTS, 1 1/4"	Base items	68.000
52100540	EACH	ANCHOR BOLTS, 1 1/2"	Base items	16.000
52100560	EACH	ANCHOR BOLTS, 2"	Base items	16.000
52200010	SQ FT	TEMPORARY SHEET PILING	Base items	335.000
52318802	L SUM	DRAINAGE SYSTEM FOR STRUCTURES	Base items	1.000
5422C012	FOOT	PIPE CULVERTS, CLASS C, TYPE 2 12" (TEMPORARY)	Base items	241.000
54262712	EACH	METAL FLARED END SECTIONS 12"	Base items	1.000
550A0340	FOOT	STORM SEWERS, CLASS A, TYPE 2 12"	Base items	53.000
55100500	FOOT	STORM SEWER REMOVAL 12"	Base items	52.000
58600101	CU YD	GRANULAR BACKFILL FOR STRUCTURES	Base items	184.000
58700300	SQ FT	CONCRETE SEALER	Base items	7,023.000
59000200	FOOT	EPOXY CRACK INJECTION	Base items	270.000
59100100	SQ YD	GEOCOMPOSITE WALL DRAIN	Base items	107.000
60100060	EACH	CONCRETE HEADWALLS FOR PIPE DRAINS	Base items	2.000
60100945	FOOT	PIPE DRAINS 12"	Base items	8.000
60146304	FOOT	PIPE UNDERDRAINS FOR STRUCTURES 4"	Base items	269.000
60237420	EACH	INLETS, TYPE A, TYPE 20 FRAME AND GRATE	Base items	1.000
60240324	EACH	INLETS, TYPE B, TYPE 20 FRAME AND GRATE	Base items	1.000
60250200	EACH	CATCH BASINS TO BE ADJUSTED	Base items	2.000
60260100	EACH	INLETS TO BE ADJUSTED	Base items	8.000
60500040	EACH	REMOVING MANHOLES	Base items	1.000
60500060	EACH	REMOVING INLETS	Base items	2.000
60605100	FOOT	COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 (ABUTTING EXISTING PAVEMENT)	Base items	110.000
61000050	EACH	CONCRETE THRUST BLOCKS	Base items	1.000
61000335	EACH	TYPE G INLET BOX, STANDARD 610001	Base items	1.000
63000001	FOOT	STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS	Base items	987.500
63100085	EACH	TRAFFIC BARRIER TERMINAL, TYPE 6	Base items	3.000
63100167	EACH	TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT	Base items	1.000
63100169	EACH	TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) FLARED	Base items	1.000
63200310	FOOT	GUARDRAIL REMOVAL	Base items	757.000
63700380	FOOT	CONCRETE BARRIER, VARIABLE CROSS SECTION 44 INCH HEIGHT	Base items	800.000
64300770	EACH	IMPACT ATTENUATORS (SEVERE USE, NARROW), TEST LEVEL 3	Base items	1.000
66900200	CU YD	NON-SPECIAL WASTE DISPOSAL	Base items	2,826.000
66900530	EACH	SOIL DISPOSAL ANALYSIS	Base items	1.000
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	28.000
67000400	CAL MO	ENGINEER'S FIELD OFFICE, TYPE A	Base items	36.000
67000600	CAL MO	ENGINEER'S FIELD LABORATORY	Base items	36.000
67100100	L SUM	MOBILIZATION	Base items	1.000
70103815	CAL DA	TRAFFIC CONTROL SURVEILLANCE	Base items	10.000
70107025	CAL DA	CHANGEABLE MESSAGE SIGN	Base items	2,100.000
70300100	FOOT	SHORT TERM PAVEMENT MARKING	Base items	13,096.000
70300150	SQ FT	SHORT TERM PAVEMENT MARKING REMOVAL	Base items	70,788.000
70307100	SQ FT	TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - TYPE IV TAPE	Base items	795.000
70307120	FOOT	TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE	Base items	99,730.000
70307140	FOOT	TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE	Base items	23,124.000
70307160	FOOT	TEMPORARY PAVEMENT MARKING - LINE 12"- TYPE IV TAPE	Base items	6,814.000
70307210	FOOT	TEMPORARY PAVEMENT MARKING - LINE 24"- TYPE IV TAPE	Base items	492.000
70400100	FOOT	TEMPORARY CONCRETE BARRIER	Base items	7,112.500
70400125	EACH	PINNING TEMPORARY CONCRETE BARRIER	Base items	900.000
70400200	FOOT	RELOCATE TEMPORARY CONCRETE BARRIER	Base items	5,765.500
70500100	FOOT	TEMPORARY STEEL PLATE BEAM GUARDRAIL, TYPE A	Base items	150.000
70500615	EACH	TEMPORARY TRAFFIC BARRIER TERMINAL, TYPE 1	Base items	1.000
70500665	EACH	TEMPORARY TRAFFIC BARRIER TERMINAL, TYPE 6	Base items	1.000
70600255	EACH	IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 2	Base items	2.000
70600260	EACH	IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3	Base items	3.000
70600322	EACH	IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 2	Base items	6.000
70600332	EACH	IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 3	Base items	8.000
70600370	EACH	IMPACT ATTENUATORS, RELOCATE (SEVERE USE, NARROW), TEST LEVEL 3	Base items	1.000
72000100	SQ FT	SIGN PANEL - TYPE 1	Base items	12.000
72000300	SQ FT	SIGN PANEL - TYPE 3	Base items	824.000
72400330	SQ FT	REMOVE SIGN PANEL - TYPE 3	Base items	918.000
72400710	SQ FT	RELOCATE SIGN PANEL - TYPE 1	Base items	55.000
72501000	EACH	TERMINAL MARKER - DIRECT APPLIED	Base items	4.000
72900100	FOOT	METAL POST - TYPE A	Base items	17.000
73300100	FOOT	OVERHEAD SIGN STRUCTURE - SPAN, TYPE I-A (4'-0" X 4'-6")	Base items	50.400
73302170	FOOT	OVERHEAD SIGN STRUCTURE - CANTILEVER, TYPE II-C-A (36" X 5'-6")	Base items	27.500
73304000	FOOT	OVERHEAD SIGN STRUCTURE - BRIDGE MOUNTED	Base items	24.500
73400200	CU YD	DRILLED SHAFT CONCRETE FOUNDATIONS	Base items	9.300
73500020	EACH	REMOVE OVERHEAD SIGN STRUCTURE - MONOTUBE	Base items	2.000
73602000	EACH	REMOVE OVERHEAD SIGN STRUCTURE - BRIDGE MOUNTED	Base items	1.000
73700100	EACH	REMOVE GROUND MOUNTED SIGN SUPPORT	Base items	1.000
78003101	SQ FT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LETTERS AND SYMBOLS	Base items	63.000
78003111	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 4"	Base items	1,767.000
78003131	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 6"	Base items	21,831.000
78003141	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE B -STANDARD - LINE 8"	Base items	9,837.000
78003151	FOOT	PREFORMED PLASTIC PAVEMENT MARKING, TYPE B - STANDARD - LINE 12"	Base items	3,094.000
78009000	SQ FT	MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS	Base items	156.000
78009004	FOOT	MODIFIED URETHANE PAVEMENT MARKING - LINE 4"	Base items	6,659.000
78009006	FOOT	MODIFIED URETHANE PAVEMENT MARKING - LINE 6"	Base items	12,714.000
78009008	FOOT	MODIFIED URETHANE PAVEMENT MARKING - LINE 8"	Base items	2,680.000
78009012	FOOT	MODIFIED URETHANE PAVEMENT MARKING - LINE 12"	Base items	1,068.000
78009024	FOOT	MODIFIED URETHANE PAVEMENT MARKING - LINE 24"	Base items	90.000
78011025	FOOT	GROOVING FOR RECESSED PAVEMENT MARKING 5"	Base items	8,425.000
78011035	FOOT	GROOVING FOR RECESSED PAVEMENT MARKING 7"	Base items	34,545.000
78011045	FOOT	GROOVING FOR RECESSED PAVEMENT MARKING 9"	Base items	12,517.000
78011065	FOOT	GROOVING FOR RECESSED PAVEMENT MARKING 13"	Base items	4,162.000
78011125	FOOT	GROOVING FOR RECESSED PAVEMENT MARKING 25"	Base items	90.000
78100100	EACH	RAISED REFLECTIVE PAVEMENT MARKER	Base items	20.000
78100300	EACH	REPLACEMENT REFLECTOR	Base items	585.000
78300200	EACH	RAISED REFLECTIVE PAVEMENT MARKER REMOVAL	Base items	20.000
78300202	SQ FT	PAVEMENT MARKING REMOVAL - WATER BLASTING	Base items	32,988.000
81028350	FOOT	UNDERGROUND CONDUIT, PVC, 2" DIA.	Base items	720.000
81100300	FOOT	CONDUIT ATTACHED TO STRUCTURE, 1" DIA., GALVANIZED STEEL	Base items	615.000
81200220	FOOT	CONDUIT EMBEDDED IN STRUCTURE, 1 1/2" DIA., PVC	Base items	4,843.000
81300220	EACH	JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 6" X 6" X 4"	Base items	7.000
81300320	EACH	JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 8" X 8" X 6"	Base items	7.000
81300600	EACH	JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 14" X 8" X 6"	Base items	7.000
81603035	FOOT	UNIT DUCT, 600V, 2-1C NO.6, 1/C NO.6 GROUND, (XLP-TYPE USE), 1" DIA. POLYETHYLENE	Base items	1,121.000
81702120	FOOT	ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 8	Base items	6,572.000
81702130	FOOT	ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 6	Base items	16,322.000
82110007	EACH	LUMINAIRE, LED, ROADWAY, OUTPUT DESIGNATION G	Base items	26.000
82200608	EACH	WATERWAY OBSTRUCTION WARNING LUMINAIRE, LED, 180 DEGREE RED	Base items	4.000
82200609	EACH	WATERWAY OBSTRUCTION WARNING LUMINAIRE, LED, 360 DEGREE GREEN	Base items	2.000
83060450	EACH	LIGHT POLE, GALVANIZED STEEL, 45 FT. M.H., 15 FT. MAST ARM	Base items	16.000
83060550	EACH	LIGHT POLE, GALVANIZED STEEL, 50 FT. M.H., 15 FT. MAST ARM	Base items	3.000
83600356	EACH	LIGHT POLE FOUNDATION, METAL, 15" BOLT CIRCLE, 8 5/8" X 6'	Base items	2.000
83600358	EACH	LIGHT POLE FOUNDATION, METAL, 15" BOLT CIRCLE, 8 5/8" X 8'	Base items	3.000
87900100	EACH	DRILL EXISTING FOUNDATION	Base items	1.000
X0322559	EACH	BOLT REPLACEMENT	Base items	65.000
X0322938	EACH	TEMPORARY END SECTION	Base items	1.000
X0325734	FOOT	SLOTTED DRAIN REMOVAL	Base items	244.000
X0325941	EACH	ACCESS LADDER	Base items	5.000
X0327739	L SUM	MISCELLANEOUS ELECTRICAL WORK	Base items	1.000
X2840110	SQ YD	FILTER MATTRESS	Base items	2,420.000
X4401198	SQ YD	HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH	Base items	929.000
X5030250	SQ YD	BRIDGE DECK GROOVING (LONGITUDINAL)	Base items	19,921.000
X5051204	POUND	STRUCTURAL STEEL REMOVAL	Base items	27,760.000
X5051206	POUND	STRUCTURAL STEEL REPAIR	Base items	113,210.000
X5060601	L SUM	CONTAINMENT AND DISPOSAL OF NON-LEAD PAINT CLEANING RESIDUES NO. 1	Base items	1.000
X5060602	L SUM	CONTAINMENT AND DISPOSAL OF NON-LEAD PAINT CLEANING RESIDUES NO. 2	Base items	1.000
X5080530	EACH	BAR TERMINATORS	Base items	1,101.000
X5211610	EACH	HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-200K	Base items	30.000
X5211625	EACH	HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-500K	Base items	2.000
X5211630	EACH	HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-600K	Base items	19.000
X5211645	EACH	HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-900K	Base items	2.000
X5211655	EACH	HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-1250K	Base items	4.000
X5211660	EACH	HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-1500K	Base items	2.000
X5211665	EACH	HIGH LOAD MULTI-ROTATIONAL BEARINGS, DISC, GUIDED EXPANSION-1750K	Base items	2.000
X5230152	L SUM	CLEANING DRAINAGE SYSTEM	Base items	1.000
X5230174	EACH	DRAINAGE SCUPPERS, DS-11	Base items	120.000
X5230190	EACH	DRAINAGE SCUPPERS, DS-33	Base items	2.000
X5427602	EACH	REMOVE EXISTING FLARED END SECTION	Base items	1.000
X5510011	EACH	PROPOSED STORM SEWER CONNECTION TO EXISTING MANHOLE	Base items	3.000
X6010003	FOOT	PIPE DRAIN REMOVAL	Base items	8.000
X6024875	EACH	TEMPORARY INLET	Base items	1.000
X6061460	FOOT	PAVED DITCH (SPECIAL)	Base items	34.000
X6350204	EACH	LINEAR DELINEATOR PANELS, 4 INCH	Base items	14.000
X6370048	FOOT	CONCRETE BARRIER BASE (SPECIAL)	Base items	491.000
X6640108	FOOT	FENCE REMOVAL AND REINSTALLATION	Base items	15.000
X7010216	L SUM	TRAFFIC CONTROL AND PROTECTION, (SPECIAL)	Base items	1.000
X7830050	EACH	RAISED REFLECTIVE PAVEMENT MARKER, REFLECTOR REMOVAL	Base items	585.000
X8260112	CAL MO	MAINTENANCE OF NAVIGATION LIGHTING SYSTEM	Base items	24.000
X8440128	L SUM	REMOVE EXISTING LIGHTING SYSTEM	Base items	1.000
X8950130	EACH	MODIFY EXISTING LIGHTING CONTROLLER	Base items	1.000
Z0001002	TON	GUARDRAIL AGGREGATE EROSION CONTROL	Base items	225.000
Z0001899	EACH	JACK AND REMOVE EXISTING BEARINGS	Base items	81.000
Z0007101	L SUM	CONTAINMENT AND DISPOSAL OF LEAD PAINT CLEANING RESIDUES NO. 1	Base items	1.000
Z0010501	L SUM	CLEANING AND PAINTING STEEL BRIDGE NO. 1	Base items	1.000
Z0010502	L SUM	CLEANING AND PAINTING STEEL BRIDGE NO. 2	Base items	1.000
Z0012754	SQ FT	STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES)	Base items	1,830.000
Z0012755	SQ FT	STRUCTURAL REPAIR OF CONCRETE (DEPTH GREATER THAN 5 INCHES)	Base items	83.000
Z0013798	L SUM	CONSTRUCTION LAYOUT	Base items	1.000
Z0029090	SQ YD	DIAMOND GRINDING (BRIDGE SECTION)	Base items	21,520.000
Z0034396	FOOT	MODULAR EXPANSION JOINT 12"	Base items	43.000
Z0048665	L SUM	RAILROAD PROTECTIVE LIABILITY INSURANCE	Base items	1.000
Z0062456	SQ YD	TEMPORARY PAVEMENT	Base items	642.000
Z0076600	HOUR	TRAINEES	Base items	2,000.000	$0.80
Z0076604	HOUR	TRAINEES TRAINING PROGRAM GRADUATE	Base items	2,000.000	$15.00
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