Home > Notice of Letting > Contract Detail

November 08, 2024 Letting 12:00 PM
005-62B66

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

Bulletin Description

The project consists of decommissioning of existing Pump Station 37 located in the IL 176 over US 41 bridge abutment (SN 049-0131), and construction of the new pump station in the northeast quadrant of the US 41 and IL 176 intersection with a new outfall pipe to the Skokie River.
Region District DBE % VBP % Federal Project #
1 1 15.00 0.00 NHPPCIUX(634)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Lake
  • FAP 346
  • US 41
  • (125S-1) I-4
  • C-91-087-16
  • 1-72611-0100
Contract Specifics
A voluntary pre-bid meeting will be held on Friday, November 1, 2024 at 09:00 AM in the North Abutment of the US 41 Bridge over IL 176 at Lake Bluff, IL 60045. Meeting Description - Pump Station #37 will be open between 9 AM and 12 Noon.   An IDOT Representative will be available to answer questions. .
Project Labor Agreement
Completion Date: May 14, 2027 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (40 Submitted / 40 Answered ) Questions not accepted as of October 29, 2024 04:30 PM.

  • Please advise as to whether the Village of Lake Bluff or Lake County will require a building permit for the work performed under this contract. If so, advise as to whether the permit fees will be waived.
    A permit is not required. (10/31/2024)

  • S-14 shows precast plank in portions of the new roof. Please advise regarding the specifications to follow, Section 1042 does not appear to address planks
    See Section 1042 of the Standard Specifications. The planks are part of 1042.03 and ‘other members’. (10/31/2024)

  • Will structures needing adjustment need to be cleaned as well?
    Cleaning of material already in place at the start of construction for MHs to be adjusted is not required. However, any accumulated debris resulting from construction shall be removed at no additional cost to the Department. (10/31/2024)

  • It appears the surface course quantity is incorrect compared to the HMA SOQ. Please advise.
    The project should be bid according to the Standard Specifications for Road and Bridge Construction, Highway Standards, and the plans and specifications available online. Any revisions or omissions of bid items will be handled in construction according to Section 109 of the Standard Specifications for Road and Bridge Construction. (10/31/2024)

  • How is the removal of the MH in the Frontage Rd to be paid?
    Manhole removal shall be paid under Pump Station General Work pay item. See Section 1A of the specifications. (10/31/2024)

  • Please Clarify location of pay item X5538400, Storm Sewer to be Cleaned, 30in.
    The information requested can be found on the individual plan sheets. See Sheet 45, starting at Structure S-12. (10/31/2024)

  • Please Clarify location of pay item X5538200, Storm Sewer to be Cleaned, 24in.
    The information requested can be found on the individual plan sheets. See Sheet 45, Structure S-14. (10/31/2024)

  • Please clarify location of Pay item X5537600, Storm Sewers to be Cleaned, 8in.
    The information requested can be found on the individual plan sheets. See Sheet 45, Structure S-14. (10/31/2024)

  • Ref Sec 15E 2.1.2(C)2 "Stainless steel sheet - ASTM A480, 304 Stainless steel sheet No. 1 finish for concealed work and No. 4 finish for exposed work". Per 15E 2.1.2(d)2 "All ductwork other than within the Electrical Room, shall be constructed of stainless steel”. This project entails installation of exposed ductwork. No. 4 finish is a very expensive brushed finish requiring welded flanged joints. Will the Engineer consider approving Mill Finish to enable use of Pittsburgh seams or TDF joints?
    Mill finish, Type 2B, is acceptable. (10/31/2024)

  • Please clarify location of Pipe Underdrain Type 2, 6in, 60108206.
    The information requested can be found on the individual plan sheets. See P-22 and P-23 on Sheet No. 49. (10/31/2024)

  • Please confirm if the below grade foundation walls for the new pump station will require waterproofing. If so, please provide a specification.
    Waterproofing of lower level (below grade) walls is not required. (10/31/2024)

  • Is there any waterproofing required on the pump station foundation? If so, should the system specified in standard 1061 be utililized?
    Waterproofing of lower level (below grade) walls is not required. (10/31/2024)

  • Can the existing pump station be accessed prior to the bid to determine what is salvageable versus non salvageable.
    The Pre-Bid Site Inspection meeting for existing Pump Station #37 will be held at the north abutment of the US 41 over IL 176 bridge, Lake Bluff, Illinois will be open for Contractors’ inspection on Friday, November 1, 2024, between 9:00 am -12:00 pm Central local time. A representative of the State will be on hand during this stated time. (10/31/2024)

  • Reference Sheet No. 118. A lintel schedule is provided, however locations of lintel types are not provided. Please provide locations of lintel types L1 and L2 as required.
    Refer to S-4 for lintel locations. (10/31/2024)

  • Regarding your response to the question about the roofing R-value: Precast planks are typically "level" and the roofing insulation is sloped. Please confirm that the insulation is sloped, per 1/A-7 with a minimum thickness of 4".
    Confirmed. (10/31/2024)

  • Please provide contact information for the person with whom site visits and access to the existing pump station must be coordinated.
    The Pre-Bid Site Inspection meeting for existing Pump Station #37 will be held at the north abutment of the US 41 over IL 176 bridge, Lake Bluff, Illinois will be open for Contractors’ inspection on Friday, November 1, 2024, between 9:00 am -12:00 pm Central local time. A representative of the State will be on hand during this stated time. (10/30/2024)

  • There is a discrepancy between the drawings and the specs regarding the minimum R-value per inch of the roof insulation. 7A, 2.8.1 requires a minimum R-value of 6 per inch, but detail 4 on sheet A-7 requires a minimum R-value of 6.25 per inch. Please clarify.
    Provide a minimum insulation of R-6.0 per inch. (10/29/2024)

  • Are any interior finishes (wall, floor, or ceiling) required in the building other than in the three rooms listed on the A-9 (sheet #84) finish schedule?
    Refer to Painting Section 9A, 3.7.1 Painting Schedule. (10/29/2024)

  • Please clarify the overall R-value requirements of the roofing system. 7A, 2.2.2 and 2.8.1 call for an average R-value of 24, but General Architectural Note #3 on sheet A-1 calls for a minimum R-value of 24.
    The precast plank is sloped; uniform thickness of 4-inch insulation is required per Drawing A-7. Provide minimum of R-24. (10/29/2024)

  • There are references in the building wall sections to dampproof coating on the exterior face of the CMU wall. There are also references to air/vapor barrier in the masonry construction in spec section 4A, 3.2.2. However, there are no specific references to which product should be used or whether it should be fluid or sheet applied. Please clarify.
    Contractor shall spray apply a liquid air barrier to the exterior face of the CMU. Use Air-Shield LM by W.R. Meadows, Inc. or equal. (10/29/2024)

  • 7A, 2.9.2 calls for all polyiso insulation in contact with concrete roof deck and membrane roofing to be overlaid with 2" high density fiberboard. Please clarify if this is correct as 7A, 2.8.1 calls for 1/2" high density fiberboard and details 1 & 4 on sheet A-7 show 1/2" fiberboard.
    ½” High-density fiberboard is correct. (10/29/2024)

  • Please provide the existing pavement thickness for the Frontage Rd. Sta. 602+29 - 604+28 to be removed.
    The IDOT records provided do not indicate Frontage road pavement thickness. (10/28/2024)

  • There is no structure excavation item. How is the shoring and excavation of the pump station to be paid? And if the response if as braced excavation, where is the remainder of that item? Pump Station excavation and the shown Braced Excavation along one pipeline section is only about 3,400 cy. Where is the remainder of the 5,050 CY?
    Excavation limit determination is a Contractor’s means and methods. Project shall be bid as presented in the plans and specifications. Additionally, it is anticipated that multiple items will require braced excavation in the area of the new pump station including but not limited to the US-41 retaining wall work, IL-176 retaining wall work, and new pump station sub-grade work. (10/28/2024)

  • Braced Excavation is only shown in one location, on sheet 48, for a drainage pipe run. This quantity is no where close to the 5,050 CY for the bid item. What else is going to be paid under this item?
    Excavation limit determination is a Contractor’s means and methods. Project shall be bid as presented in the plans and specifications. Additionally, it is anticipated that multiple items will require braced excavation in the area of the new pump station including but not limited to the US-41 retaining wall work, IL-176 retaining wall work, and new pump station sub-grade work. (10/28/2024)

  • Detail 3/A-8 calls out a "Metal Access Ladder, see structural.." S-4 calls for an FRP ladder which is detail S12 on S-31. Is the ladder FRP or metal?
    Ladder shall be fiberglass per structural plans and Specification Section 10B. (10/28/2024)

  • Will the exploratory trench (special) be hydro excavation?
    No. See special provision titled Exploration Trench (Special) for details. (10/25/2024)

  • Civil details, pdf pg 65, Generator Foundation Note #1: What is meant by this note, is the mass of installed concrete to meet these requirements? Is this also paid similar to Transformer Foundation, Note 2, as Concrete Structures?
    This detail requires coordination with the equipment manufacturer. Total mass of the concrete pad must be at least twice the mass of equipment supported and 10 times the mass of moving parts. Equipment manufacturer needs to provide the mass of the equipment supported and the mass of moving parts, then concrete contractor uses that information to determine the minimum size of the pad. Yes, it is also paid similar to Transformer Foundation, Note 2, as Concrete Structures (10/25/2024)

  • Pertains to last question re: roof hatches & CIP concrete. S-14, Section 5-5, depicts a construction joint 1' below the top surface, apparently at roof hatch level, what is the depth of that portion below this CJ?
    Construction joint is indicating the joint between the 24” thick roof slab/beams, and the 8” wide x 12” tall curb for the hatches. The portion beneath is the 24” thickness of the roof slab/beams. See Drawing S-14 for additional information. (10/25/2024)

  • Cast-in-place concrete on roof: S-14 sections 3-3 & 4-4 show an 8"w x 1' h curb at the roof hatches but A-8 does not show this. Which is correct? Is a concrete curb required? Section 5-5 works for the locations between the roof hatches, somewhat (elevations not clear) but what about the east and west sides between the outermost hatches and the wall? Please provide details of what's expected.
    Drawing S-14 indicates concrete slab/beams to be 24” thick, with 8” wide x 12” tall curb around hatches. Also referring to Drawing A-7, which depicts the same. (10/25/2024)

  • What is the thickness/width of the corbels under the Discharge chamber outside the main pump station?
    Per Drawing S-3, corbels under Discharge chamber to be 12” thick. For reinforcing, refer to Drawing S-22. (10/25/2024)

  • This relates to previous question, Grade Plan, S-4, says "4 " wide corbel around building perimeter, Typ". Are the tops of all exterior walls thickened 4" and an additional 4" at the corners? Is that the intent?
    Correct. Per Grade Plan, 4” wide corbel around building perimeter. 8” wide at corners. (10/25/2024)

  • Sections A-A & C-C show a thickening of the top 4' of the exterior walls, however Section B-B does not. The Grade Plan shows thickening at just the corners, which does not align with C-C. Where is this thickening supposed to occur?
    Per Grade Plan (S-4), 4” wide corbel around building perimeter, at corners, 8” wide corbel. (10/25/2024)

  • The Removal Schedule on sheet 18 includes 135 SY in the Pavement Removal item for US41. Sheet 26 calls for the pavement on US41 to be Restored with Class D Patch. Please confirm that the pavement removal on US41 will be paid for as Pavement Removal and is not incidental to class D patch?
    Pavement removal on US41 shall be paid under the Pavement Removal item and is not incidental to the Class D Patch, Type IV, 12” (Special) item (10/23/2024)

  • Will you please provide additional information for the sloping in-fill be low the inlet chamber and extending into the wet pit? For example, what is the slope along the western wall? Is it a straight-line slope from south to north or is the slope along the western wall less than the eastern side so that everything drains toward the low flow pump pit? What's happening under the inlet chamber on the east side where the elevation becomes the base slab elevation?
    Straight-line slope from south to north. High and low fill elevations as shown in S-2 and Section AA, S-6. (10/21/2024)

  • S2 depicts the thickened slab area as extending 2'-6" north of the 2'-0" SQ Sump Pit before the thickening chamfer. Section A-A, S-6, dimensions this as 1'-6" before the chamfer. Also, the E-W portion is depicted as 11'-3" but dimensioned as 10'-3" on Section C-C, S8. Which dimensions are to be used, those dimensions in section-views or as shown in plan view?
    1’-6” to the north as shown in section. Neither S2 or C-C S-8 have either of these dimensions currently. (10/21/2024)

  • Are there any storm structures that need to be cleaned on this project?
    Storm structure cleaning is not required. (10/21/2024)

  • The 48" steel casing pipe under the RR tracks from approx S4 to S5 is paid under it's own item, Z0068410. Please confirm that pipe P5 installation will be paid under item 55201300.
    Pipe P5 installation will be paid under item 55201300. (10/16/2024)

  • The special provision note relocating a comed guy wire and electric pole to be relocated to facilitate pipe run p6w. There also appears to be a comed pole that will be in conflict at approximately station 135 between P7 and p26 where the proposed drainage runs are to be installed below the overhead comed primary lines. Will this utility pole and/or this overhead utility be relocated?
    The existing ComEd pole at station 135+66 is approximately 8-foot away from the center line of the outfall pipes. It is not anticipated to be in conflict. (10/15/2024)

  • There are no plan details for the cofferdam pay item. It appears it is intended for installation for rip rap, P9 and FES1. Section 502 notes a standard pay item for cofferdam excavation. Please clarify how cofferdam excavation shall be paid for this Work.
    The Cofferdam Type 1 (In-stream/wetland work) special provision and pay item shall be followed by the Contractor for the installation and removal. The Cofferdam is required to prevent water entering the trench for the outfall pipe, flared end section, and stone riprap installation. The excavation is to install the outfall system and it is included with the outfall pipe and flared end section pay items. No excavation for the cofferdam is anticipated. (10/15/2024)

  • There are not any details for the braced excavation limits in the project plans. Please confirm the measured pay limits for the braced excavation at the pump station.
    Excavation limit determination is a Contractor’s means and methods. Project shall be bid as presented in the plans and specifications. (10/15/2024)

Authorized Bidders

  • 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
    $15,494,185.02 is not within a reasonable approximation of the Estimate

  • 0467 Acqua Contractors Corp
    551 S. IL Route 83
    Elmhurst, IL 60126
    Phone: (630) 359-4648 Fax: No Record Email: office@acquacontractors.com

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

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

  • 1552 Dunnet Bay Construction Company
    115 N. Brandon Drive
    Glendale Heights, IL 60139
    Phone: (630) 539-1200 Fax: (630) 539-4171 Email: estimating@dunnetbay.net

  • 2166 Granite Construction Company
    585 West Beach Street
    Watsonville, CA 95076
    2215 Sanders Road
    Suite 400
    Northbrook, IL 60062
    Phone: (847) 919-8200 Fax: (847) 272-5930 Email: gmcivilestimating@gcinc.com
    $19,574,121.99

  • 2816 IHC Construction Companies, L.L.C.
    385 Airport Road
    Suite 100
    Elgin, IL 60123
    Phone: (847) 742-1516 Fax: (847) 742-6610 Email: Estimating@IHCConstruction.com
    $15,646,267.11

  • 3042 Judlau Contracting, Inc.
    1011 Warrenville Road
    Suite 475
    Lisle, IL 60532
    Phone: (630) 387-6040 Fax: (331) 777-5771 Email: chicago@judlau.com

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

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

  • 3839 Michels Construction, Inc.
    817 Main Street
    PO Box 128
    Brownsville, WI 53006
    Phone: (920) 583-3132 Fax: (920) 583-3429 Email: dcrabb@michels.us

Non Bidders

  • 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

  • 0280 Peter Baker & Son Co.
    1349 Rockland Road
    Lake Bluff, IL 60044
    Phone: (847) 362-3663 Fax: (847) 362-0707 Email: john@peterbaker.com

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 94.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 76.000
20101000 FOOT TEMPORARY FENCE Base items 1,361.000
20200100 CU YD EARTH EXCAVATION Base items 956.000
20800150 CU YD TRENCH BACKFILL Base items 1,865.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 4,865.000
25000210 ACRE SEEDING, CLASS 2A Base items 1.000
25000312 ACRE SEEDING, CLASS 4A Base items 1.000
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 50.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 50.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 4,865.000
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 296.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 20.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,843.000
28000510 EACH INLET FILTERS Base items 44.000
28100105 SQ YD STONE RIPRAP, CLASS A3 Base items 48.000
28100107 SQ YD STONE RIPRAP, CLASS A4 Base items 39.000
28200200 SQ YD FILTER FABRIC Base items 87.000
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 30.000
30300112 SQ YD AGGREGATE SUBGRADE IMPROVEMENT 12" Base items 1,517.000
35101600 SQ YD AGGREGATE BASE COURSE, TYPE B 4" Base items 88.000
35101800 SQ YD AGGREGATE BASE COURSE, TYPE B 6" Base items 446.000
35501316 SQ YD HOT-MIX ASPHALT BASE COURSE, 8" Base items 1,339.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 830.000
40600982 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT Base items 134.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 326.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 790.000
42400800 SQ FT DETECTABLE WARNINGS Base items 20.000
44000100 SQ YD PAVEMENT REMOVAL Base items 924.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 154.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 399.000
44000600 SQ FT SIDEWALK REMOVAL Base items 922.000
44201692 SQ YD CLASS D PATCHES, TYPE II, 4 INCH Base items 13.000
44201694 SQ YD CLASS D PATCHES, TYPE III, 4 INCH Base items 39.000
50200450 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL FOR STRUCTURES Base items 500.000
50300225 CU YD CONCRETE STRUCTURES Base items 832.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 239,104.000
54213687 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 42" Base items 1.000
54261715 EACH STEEL FLARED END SECTIONS 15" Base items 1.000
54261815 EACH STEEL FLARED END SECTIONS, EQUIVALENT ROUND-SIZE 15" Base items 2.000
542D0220 FOOT PIPE CULVERTS, CLASS D, TYPE 1 15" Base items 325.000
542D5470 FOOT PIPE CULVERTS, CLASS D, TYPE 1 EQUIVALENT ROUND-SIZE 15" Base items 42.000
550A0050 FOOT STORM SEWERS, CLASS A, TYPE 1 12" Base items 158.000
550A0180 FOOT STORM SEWERS, CLASS A, TYPE 1 42" Base items 15.000
550A0430 FOOT STORM SEWERS, CLASS A, TYPE 2 30" Base items 72.000
550A0450 FOOT STORM SEWERS, CLASS A, TYPE 2 36" Base items 571.000
550A0490 FOOT STORM SEWERS, CLASS A, TYPE 2 54" Base items 158.000
550A0750 FOOT STORM SEWERS, CLASS A, TYPE 3 36" Base items 259.000
55100300 FOOT STORM SEWER REMOVAL 8" Base items 70.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 419.000
55101200 FOOT STORM SEWER REMOVAL 24" Base items 94.000
55201300 FOOT STORM SEWERS JACKED IN PLACE, 36" Base items 679.000
55201800 FOOT STORM SEWERS JACKED IN PLACE, 60" Base items 46.000
60108206 FOOT PIPE UNDERDRAINS, TYPE 2, 6" Base items 37.000
60200105 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, OPEN LID Base items 1.000
60200310 EACH CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 3V FRAME AND GRATE Base items 1.000
60206905 EACH CATCH BASINS, TYPE C, TYPE 1 FRAME, OPEN LID Base items 4.000
60223800 EACH MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 1.000
60224446 EACH MANHOLES, TYPE A, 7'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 8.000
60224459 EACH MANHOLES, TYPE A, 8'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 2.000
60224469 EACH MANHOLES, TYPE A, 9'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 3.000
60235700 EACH INLETS, TYPE A, TYPE 3 FRAME AND GRATE Base items 1.000
60236200 EACH INLETS, TYPE A, TYPE 8 GRATE Base items 1.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 227.000
60608300 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE M-2.12 Base items 282.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 6,125.000
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
66901005 SQ YD ENGINEERED BARRIER Base items 545.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 130.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 27.000
67100100 L SUM MOBILIZATION Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 28.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 1,368.000
70307100 SQ FT TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - TYPE IV TAPE Base items 73.000
70307120 FOOT TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE Base items 9,136.000
70307130 FOOT TEMPORARY PAVEMENT MARKING - LINE 6" - TYPE IV TAPE Base items 1,254.000
70307210 FOOT TEMPORARY PAVEMENT MARKING - LINE 24"- TYPE IV TAPE Base items 44.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 1,263.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 138.000
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 1.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 134.000
78000200 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 4" Base items 4,102.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 445.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 70.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 51.000
78009004 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 4" Base items 240.000
78009006 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 6" Base items 20.000
78009012 FOOT MODIFIED URETHANE PAVEMENT MARKING - LINE 12" Base items 20.000
78100100 EACH RAISED REFLECTIVE PAVEMENT MARKER Base items 6.000
78300200 EACH RAISED REFLECTIVE PAVEMENT MARKER REMOVAL Base items 6.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 1,422.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 1.000
81028200 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA. Base items 60.000
81028740 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 1 1/2" DIA. Base items 40.000
81400200 EACH HEAVY-DUTY HANDHOLE Base items 3.000
85000200 EACH MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION Base items 1.000
87100110 FOOT FIBER OPTIC CABLE IN CONDUIT, NO. 62.5/125, 6F Base items 675.000
87200400 FOOT SPAN WIRE Base items 390.000
87302225 FOOT ELECTRIC CABLE AERIAL SUSPENDED, SIGNAL, NO. 14 3C Base items 485.000
87302841 FOOT ELECTRIC CABLE AERIAL SUSPENDED, TRACER, NO. 14 1C ELCBL AS TRAC SIGNL 14 1C Base items 485.000
87900200 EACH DRILL EXISTING HANDHOLE Base items 2.000
89502350 FOOT REMOVE AND REINSTALL ELECTRIC CABLE FROM CONDUIT Base items 1,200.000
B2002716 EACH TREE, MALUS ADIRONDACK (ADIRONDACK CRAB APPLE), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 8.000
B2004516 EACH TREE, MALUS RED JEWEL (RED JEWEL CRAB APPLE), 2" CALIPER, TREE FORM, BALLED AND BURLAPPED Base items 11.000
C2012748 EACH SHRUB, VIBURNUM PRUNIFOLIUM (BLACKHAW VIBURNUM), 4' HEIGHT, BALLED AND BURLAPPED Base items 3.000
X0301028 L SUM PUMP STATION SCADA EQUIPMENT Base items 1.000
X0320033 CAL MO MAINTENANCE OF EXISTING PUMP STATION DURING CONSTRUCTION Base items 24.000
X0320034 L SUM HEATING AND VENTILATION Base items 1.000
X0320035 EACH LOW FLOW PUMP Base items 1.000
X0320036 EACH MAIN PUMPS Base items 3.000
X0323880 L SUM COMPLETE SPARE MAIN PUMP ASSEMBLY Base items 1.000
X0323881 L SUM COMPLETE SPARE LOW FLOW PUMP ASSEMBLY Base items 1.000
X0323992 EACH HELICAL GROUND ANCHORS Base items 38.000
X0324599 FOOT ROD AND CLEAN EXISTING CONDUIT Base items 400.000
X0325318 CU YD LIGHTWEIGHT CELLULAR CONCRETE FILL Base items 115.000
X0326806 L SUM WASHOUT BASIN Base items 1.000
X0327349 EACH TEMPORARY WOOD POLE, 40 FT., CLASS 4 Base items 3.000
X0327976 CAL DA TRACK MONITORING Base items 100.000
X0335700 L SUM PUMP STATION GENERAL WORK Base items 1.000
X0783300 L SUM PUMP STATION ELECTRICAL WORK Base items 1.000
X0783500 L SUM PUMP STATION MECHANICAL WORK Base items 1.000
X0900075 EACH COFFERDAM (TYPE 1) (IN-STREAM/WETLAND WORK) Base items 1.000
X1400012 FOOT REMOVE AND REINSTALL FIBER OPTIC CABLE IN CONDUIT Base items 400.000
X1400159 L SUM TELEPHONE SERVICE INSTALLATION AND CONNECTION Base items 1.000
X1400160 L SUM PUMP STATION PACKAGE ENGINE GENERATOR SYSTEMS Base items 1.000
X1400162 L SUM PUMP STATION MOTOR CONTROL CENTER Base items 1.000
X1400163 L SUM AEGIS PANEL Base items 1.000
X1400164 L SUM FIRE DETECTION PANEL Base items 1.000
X1400165 L SUM GAS DETECTION PANEL Base items 1.000
X1400298 FOOT ELECTRICAL CONDUIT, HDD METHOD Base items 115.000
X2011000 FOOT TEMPORARY FENCE (SPECIAL) Base items 1,448.000
X2020502 CU YD BRACED EXCAVATION Base items 5,050.000
X2130010 FOOT EXPLORATION TRENCH (SPECIAL) Base items 50.000
X3400002 L SUM DEMOLITION OF EXISTING PUMP STATION Base items 1.000
X4022000 EACH TEMPORARY ACCESS (COMMERCIAL ENTRANCE) Base items 2.000
X4404000 SQ YD PARKING LOT PAVEMENT REMOVAL Base items 666.000
X4421791 SQ YD CLASS D PATCHES, TYPE IV, 12 INCH (SPECIAL) Base items 135.000
X5427602 EACH REMOVE EXISTING FLARED END SECTION Base items 2.000
X5537600 FOOT STORM SEWERS TO BE CLEANED 8" Base items 20.000
X5538200 FOOT STORM SEWERS TO BE CLEANED 24" Base items 10.000
X5538400 FOOT STORM SEWERS TO BE CLEANED 30" Base items 100.000
X6640298 FOOT CHAIN LINK FENCE (SPECIAL) Base items 20.000
X6640300 FOOT CHAIN LINK FENCE REMOVAL Base items 170.000
X6640308 EACH CHAIN LINK GATES (SPECIAL) Base items 1.000
X6640504 EACH SLIDE GATE Base items 1.000
X6640570 FOOT CHAIN LINK FENCE, 8' (SPECIAL) Base items 330.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7240302 EACH REMOVE SIGN (SPECIAL) Base items 1.000
X7830050 EACH RAISED REFLECTIVE PAVEMENT MARKER, REFLECTOR REMOVAL Base items 87.000
X7830052 EACH RAISED REFLECTIVE PAVEMENT MARKER, REFLECTOR REPLACEMENT Base items 87.000
X8040305 L SUM ELECTRICAL SERVICE CONNECTION Base items 1.000
X8100105 EACH CONDUIT SPLICE Base items 2.000
X8711100 FOOT TEMPORARY AERIAL FIBER OPTIC CABLE, NO. 62.5/125, MM12F, SM12F Base items 485.000
X8731258 FOOT COAXIAL CABLE AERIAL SUSPENDED Base items 485.000
X8731725 FOOT ELECTRIC CABLE AERIAL SUSPENDED, VIDEO, NO. 20 4 C Base items 485.000
X8951011 FOOT REMOVE AERIAL CABLE Base items 2,815.000
Z0004002 EACH BOLLARDS Base items 13.000
Z0013797 SQ YD STABILIZED CONSTRUCTION ENTRANCE Base items 168.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0030850 SQ FT TEMPORARY INFORMATION SIGNING Base items 77.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0056622 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 36 INCH Base items 204.000
Z0062456 SQ YD TEMPORARY PAVEMENT Base items 178.000
Z0068410 FOOT STEEL CASINGS 48" Base items 200.000
Z0073510 EACH TEMPORARY TRAFFIC SIGNAL TIMING Base items 2.000
Z0076600 HOUR TRAINEES Base items 4,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 4,000.000 $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.