Home > Notice of Letting > Contract Detail

April 24, 2026 Letting 12:00 PM
044-61M15

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

Bulletin Description

Construct a prefabricated truss bridge with approach spans to carry a shared-use path over US 14 and Union Pacific Railroad. Includes; MSE walls, HMA path, sidewalk, pavement patching, landscaping, and drainage improvements from Melas Park to Meadows Park in Mount Prospect.
Region District DBE % VBP % Federal Project #
1 1 0.00 0.00 V5IJ(045)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Cook
  • FAU 3512
  • US 14
  • 21-00174-00-BR (MT PROSPECT)
  • C-91-204-23
  • 0-02273-1023
  • 1-22741-0000
Contract Specifics
Completion Date: August 20, 2027 Plus 10 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (18 Submitted / 18 Answered ) Questions not accepted as of April 14, 2026 04:30 PM.

  • Bicycle Railing, Bridge Fence Railing, Stair Railing, they get paint only or they get galvanazing only
    For railings on the bridge and approaches, Sheet 108 of the Addendum A plans states "All posts, rail, splices, anchor devices, and plate of the railing shall be painted according to Section 506 of the Standard Specifications." Color is indicated on Sheets 68 and 69. For all railings and stair painting information, see Sheet 66. (04/14/2026)

  • On the pay items you listed: X5091725 – Bicycle Railing (Special) X5091730 – Bridge Fence Railing (Special) I wasn’t able to find any reference to the curved Bridge Fence Railing. Is that scope included under the bridge contractor’s responsibility, or is it part of one of the items listed above? If so the total feet do not add up
    Sheet 107 states that the "Bicycle Railing, Curved" cost is included with "Pedestrian Truss Superstructure" and includes details of this curved railing on the truss span, along with Sheet 108 of the Addendum A plans. The "Bicycle Railing (Special)" which is the 4'-6" railing and "Bridge Fence Railing (Special)" which is the 6'-0" railing are located on the non-truss portions of the bridge and approaches. The limits of these railings are indicated by stationing below the "Section Thru Slab" details on Sheets 105 and 106. The post spacings of these railings are indicated on Sheets 59 and 60. (04/14/2026)

  • Please clarify material and finish requirements for Pedestrian Truss Superstructure. If bridge is to be fabricated from AASHTO M270 Grade 50 steel, what finish is required?
    Sheet 61 states that the bridge truss shall be painted black. Included in the contract specifications is GBSP 33 "Pedestrian Truss Superstructure", which specifies the painting system to be used. (04/14/2026)

  • Regarding the 20 Ornamental Metal Panels - plans are not clear as to the location or description. Special Provisions do not exist for this item which seems unusual. Where and what are these panels?
    Sheet 70 of the plans detail the "ELEVATION - COLUMN CAPITAL SIGN" which account for 4/20 sign panels, 2 on each of Pier 14 and Pier 17. Sheet 63 notes that they should be erected on both sides of piers 14 and 17. Sheet 71 of the plans detail the "SIGNAGE - MOUNT PROSPECT LOGO" which account for 16/20 sign panels. Sheet 63 intends to show this on each side of the ‘Precast Ornamental Pier Cap’ on main span bridge piers 15 and 16. The Contract Special Provision for this work is included under the ‘Furnish and Erect Sign Panel’ SP. (04/14/2026)

  • How is the flexible conduit being installed into the bottom rail going to be terminated at each access point?
    The contractor shall coordinate a proposed design with the railing fabricator and submit to the Engineer for approval per Note 1 on Sheet 54. (04/08/2026)

  • X6640560 CLF 6’ SPL: Appreciate the direction to SP 98 providing location and PVC Black noted. Please confirm this fence will be installed per IDOT Standard 664001-02. This standard is noted on plan sheet 2. Thank you
    The contractor shall follow the contract special provisions and install item X6640560 per IDOT Standard 664001-02, as noted on plan sheet 2. (04/08/2026)

  • The project BOM's that list Concrete Structures from plan sheet 104 through sheet 129 do not total the Concrete Structures 682.8 in BOM on sheet 77. Please confirm concrete structures project quantity of 682.8 cy is correct.
    Concrete Structures project quantity of 682.8 CY is correct. Addendum A will include revised Sheet 124 updating Pier 16’s Concrete Structures quantity 112.9, which results in the sum of Concrete Structures quantities shown on sheets 104-129 adding up to 682.8 CY. (04/08/2026)

  • Chain Link Fence and Gates around gravel as called out on plan sheets 42, 43 and 46. (3 areas) How does this get paid? As for the detail on plan sheet 46, this calls out 6‘ CL Fence with High Security 1” Mini-Mesh and 2” OD top & bottom horizontal rails. So very unusual for this application. Very expensive too. Standard IDOT fence would more than suffice. Please add clarity to this scope, including configuration/layout and how it is paid.
    This work is paid for with pay items 66400305 (fence), 66402700 (gate), and K1001969 (gravel mulch). The purpose of the detail is to enhance aesthetics given the aesthetic intention of this project. (04/08/2026)

  • 66400305 Chain Link Fence 6’ and 66402700 6x4 SGL Gate: Where are these pay items located and please confirm that these fence systems will be standard IDOT galvanized fence & gates, where ever they may be located. It is ‘essential’ that the configuration is known so appropriate quantity of INCIDENTAL end and corner posts can be included.
    Chain Link Fence, 6’ (66400305) shall be used under the approach abutments and under the stairs. This fence is detailed on sheet 46, and labelled on sheets 42 and 43. We are using a standard item with the plan detail highlighting any differences from the highway standards. Fences are intended to be black. Chain Link Gate 6’x4’ Single (66402700) shall be used under the approach abutments and the stairs. This gate is detailed on sheet 46, and labelled on sheets 42 and 43. We are using a standard item with the plan detail highlighting any differences from the highway standards. Gate assembly falls back to IDOT Std. 664001-02. Work with Engineer on a final location to gates. (04/08/2026)

  • X6640560 CLF 6’ SPL: Plan sheet 21 calls out this fence system. There does not appear to be a special provision or plan details for what makes this special. Please confirm that this fence system will be installed per IDOT Standard 664001-02, ASSUME Galvanized, along with what, if anything, makes this special.
    CHAIN LINK FENCE, 6’ (SPECIAL) SP is located on page 98 of the contract special provisions. Fences are intended to be black. (04/08/2026)

  • X6640298 CLF SPL: Spl Prov page 97 calls out 48” Black PVC coated fence, including one 10’ width double gate. This gate appears to be INCIDENTAL. Gates typically have their own pay item, as is the case on this project, for a different pay item. Please issue addendum and provide a pay item for 4’ high x 10’ double swing gate (10’ opening)
    The gate shall be included in the contract unit price per foot for CHAIN LINK FENCE (SPECIAL), as described in the contract special provisions. The baseball fence is intended to be paid for in full under pay item X6640298. (04/08/2026)

  • Contract Plans Sht S-36 Note 1 refers to Section A-A on sheet S-36 - the same sheet. Note 2 refers to sheet S-36 for the section thru railing at truss - the same sheet. S-36 does not appear to provide what is referred to in these notes. Please provide this information.
    An addendum will be issued. Please continue to monitor the website for an update. (04/06/2026)

  • The notes on Contract Plans Shts S-34 and S-35 for the Bicycle Railing (Special) state that "For Anchorage Assembly details, see Sheet S-36...." Sheet S-36 does not seem to have the intended details. Please provide the anchorage assembly details.
    An addendum will be issued. Please continue to monitor the website for an update. (04/06/2026)

  • Per Note 1 on Sheet 54 states the conduit and cables are to be within the bicycle bottom rail. Since the information is not provided, what voltage is the bridge walkway lighting? Please advise if the bottom rail HSS 3X3X1/4" can be used as an electrical raceway and how a conduit or cables will able to be installed continuous without interruption between each light? This would also require the bottom rail to also have access door at each light with a removable door. Please provide door detail.
    The contractor shall detail routing of conduits and cables through the bottom bicycle rail (HSS 3X3X1/4) via flexible conduit for review and approval by the Engineer, as noted on Sheet 54. Sheet 54 details an Access Point/Junction Box at each light location but intentionally does not give specifics for the access door. The contractor shall include the detail of access points as part of the routing plan for review and approval by the Engineer, as noted on Sheet 54. (04/06/2026)

  • Reference Contract Plans Sheet 134 & 135 - the soil borings shown are the exact same information shown twice. Please provide the missing boring information for Borings 1 & 2.
    An addendum will be issued. Please continue to monitor the website for an update. (04/06/2026)

  • Reference Contract Plans sheet 126 - the BOM is blank. If information was to be shown, please provide this.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (03/31/2026)

  • Sheet 63 & 70 of the contract plans provide architectural details of the precast ornamental pier caps. Specifications and a method of payment for this work do not appear to be provided in the contract documents. Please provide this.
    An addendum will be issued to address this question. Please continue to monitor the website for an update. (03/31/2026)

  • Please provide a design for the size and type of conduit, boxes and wiring being installed on the Structure. Provide details and dimensions on the conduit and junction boxes being installed between the deck and rail.
    Vertical conduit shall be embedded into the piers, as indicated on Sheet 55. Type and size of the embedded conduit is shown on Sheet 55. The exposed conduit for the connection between the abutment and bridge deck is included in the cost of 'Pedestrian Bridge Lighting System' and the location is shown on Sheet 54. Type and size of the junction boxes are shown on Sheet 55. The junction box shown on Sheet 54 shall be 'Junction Box, Stainless Steel, Attached to Structure, 6" x 6" x 4".' Cable for the Pedestrian Bridge Lighting System circuit shall be #12 and is included in the cost of 'Pedestrian Bridge Lighting System'. Per Note 1 on Sheet 54, the contractor shall propose the connection detail between the deck and bicycle railing. See Special Provision for 'Pedestrian Bridge Lighting System' for additional information. (03/27/2026)

Authorized Bidders

  • 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
    $10,744,242.85

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

  • 2166 Granite Construction Company
    585 West Beach Street
    Watsonville, CA 95076
    1011 E Touhy Ave
    Suite 500
    Des Plaines, IL 60018
    Phone: (847) 919-8200 Fax: (847) 272-5930 Email: gmcivilestimating@gcinc.com
    $12,862,045.85

  • 2520 HERLIHY MID-CONTINENT COMPANY
    1306 MARQUETTE DRIVE
    ROMEOVILLE, IL 60446
    Phone: (630) 378-1000 Fax: (630) 378-1002 Email: becky@hmcco.net

  • 3505 Lorig Construction Company
    250 East Touhy Avenue
    Des Plaines, IL 60018
    Phone: (847) 298-0360 Fax: (847) 298-2689 Email: estimating@lorigconstruction.com
    $11,802,034.97

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

  • 4969 Rausch Infrastructure, LLC
    1111 E Touhy Avenue, Suite 120
    Des Plaines, IL 60018
    Phone: (708) 667-0165 Fax: (847) 813-9710 Email: mjkovalsky@rausch.llc

Non Bidders

  • 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

  • 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

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 84.000
20100210 UNIT TREE REMOVAL (OVER 15 UNITS DIAMETER) Base items 178.000
20101000 FOOT TEMPORARY FENCE Base items 220.000
20101300 EACH TREE PRUNING (1 TO 10 INCH DIAMETER) Base items 2.000
20101350 EACH TREE PRUNING (OVER 10 INCH DIAMETER) Base items 6.000
20200100 CU YD EARTH EXCAVATION Base items 490.000
20201200 CU YD REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL Base items 575.000
20400800 CU YD FURNISHED EXCAVATION Base items 1,000.000
20800150 CU YD TRENCH BACKFILL Base items 90.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 181.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 6,250.000
25000210 ACRE SEEDING, CLASS 2A Base items 1.500
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 135.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 135.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 135.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 6,258.000
25200200 UNIT SUPPLEMENTAL WATERING Base items 3.100
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 130.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 100.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,255.000
28000510 EACH INLET FILTERS Base items 2.000
28001100 SQ YD TEMPORARY EROSION CONTROL BLANKET Base items 6,258.000
28100103 SQ YD STONE RIPRAP, CLASS A2 Base items 198.000
28200200 SQ YD FILTER FABRIC Base items 473.000
30300001 CU YD AGGREGATE SUBGRADE IMPROVEMENT Base items 61.000
31101180 SQ YD SUBBASE GRANULAR MATERIAL, TYPE B 2" Base items 315.000
35101800 SQ YD AGGREGATE BASE COURSE, TYPE B 6" Base items 848.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 1,907.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 34.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 143.000
40604062 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 Base items 9.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 2,712.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 75.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 70.000
44000600 SQ FT SIDEWALK REMOVAL Base items 4,886.000
50200100 CU YD STRUCTURE EXCAVATION Base items 1,398.000
50300100 EACH FLOOR DRAINS Base items 16.000
50300225 CU YD CONCRETE STRUCTURES Base items 682.800
50300255 CU YD CONCRETE SUPERSTRUCTURE Base items 530.800
50300300 SQ YD PROTECTIVE COAT Base items 1,566.000
50301350 CU YD CONCRETE SUPERSTRUCTURE (APPROACH SLAB) Base items 54.700
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 347,520.000
51200958 FOOT FURNISHING METAL SHELL PILES 14" X 0.250" Base items 1,001.000
51202305 FOOT DRIVING PILES Base items 1,001.000
51203200 EACH TEST PILE METAL SHELLS Base items 2.000
51500100 EACH NAME PLATES Base items 1.000
52000110 FOOT PREFORMED JOINT STRIP SEAL Base items 34.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 1,029.000
52318802 L SUM DRAINAGE SYSTEM FOR STRUCTURES Base items 1.000
54213657 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" Base items 1.000
54213660 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" Base items 2.000
550A0340 FOOT STORM SEWERS, CLASS A, TYPE 2 12" Base items 15.000
550A0360 FOOT STORM SEWERS, CLASS A, TYPE 2 15" Base items 428.000
55100300 FOOT STORM SEWER REMOVAL 8" Base items 44.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 73.000
56100600 FOOT WATER MAIN 6" Base items 66.000
58600101 CU YD GRANULAR BACKFILL FOR STRUCTURES Base items 24.000
58700300 SQ FT CONCRETE SEALER Base items 11,149.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 34.000
60100060 EACH CONCRETE HEADWALLS FOR PIPE DRAINS Base items 1.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 32.000
60146305 FOOT PIPE UNDERDRAINS FOR STRUCTURES (SPECIAL) 4" Base items 16.000
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 4.000
60219000 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 8 GRATE Base items 5.000
60236200 EACH INLETS, TYPE A, TYPE 8 GRATE Base items 3.000
60237470 EACH INLETS, TYPE A, TYPE 24 FRAME AND GRATE Base items 1.000
60500040 EACH REMOVING MANHOLES Base items 1.000
60603800 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 Base items 46.000
60605500 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 (VARIABLE WIDTH GUTTER FLAG) Base items 24.000
63200310 FOOT GUARDRAIL REMOVAL Base items 79.000
66400305 FOOT CHAIN LINK FENCE, 6' Base items 390.000
66402700 EACH CHAIN LINK GATES, 6' X 4' SINGLE Base items 4.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 2,775.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 4.000
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 20.000
67100100 L SUM MOBILIZATION Base items 1.000
70107025 CAL DA CHANGEABLE MESSAGE SIGN Base items 400.000
70200100 L SUM NIGHTTIME WORK ZONE LIGHTING Base items 1.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 112.500
70600255 EACH IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 2 Base items 1.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 2,000.000
78300202 SQ FT PAVEMENT MARKING REMOVAL - WATER BLASTING Base items 16.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 2.000
80400200 L SUM ELECTRIC UTILITY SERVICE CONNECTION Base items 1.000 $10,000.00
81028170 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 1" DIA. Base items 130.000
81028210 FOOT UNDERGROUND CONDUIT, GALVANIZED STEEL, 2 1/2" DIA. Base items 350.000
81028740 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 1 1/2" DIA. Base items 415.000
81100320 FOOT CONDUIT ATTACHED TO STRUCTURE, 1" DIA., PVC COATED GALVANIZED STEEL Base items 120.000
81200100 FOOT CONDUIT EMBEDDED IN STRUCTURE, 1" DIA., GALVANIZED STEEL Base items 150.000
81300220 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 6" X 6" X 4" Base items 6.000
81300320 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 8" X 8" X 6" Base items 2.000
81400100 EACH HANDHOLE Base items 1.000
81702110 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 10 Base items 798.000
81702120 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 8 Base items 2,418.000
81702170 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 2/0 Base items 495.000
81702200 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C 250MCM Base items 945.000
A2000120 EACH TREE, ACER X FREEMANII AUTUMN BLAZE (AUTUMN BLAZE FREEMAN MAPLE), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 5.000
A2004720 EACH TREE, GLEDITSIA TRIACANTHOS INERMIS SHADEMASTER (SHADEMASTER THORNLESS COMMON HONEYLOCUST), 2-1/2" CALIPER, BALLED AND BURLAPPED Base items 4.000
A2006516 EACH TREE, QUERCUS BICOLOR (SWAMP WHITE OAK), 2" CALIPER, BALLED AND BURLAPPED Base items 5.000
D2001772 EACH EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 6' HEIGHT, BALLED AND BURLAPPED Base items 5.000
D2001788 EACH EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 8' HEIGHT, BALLED AND BURLAPPED Base items 7.000
D2003172 EACH EVERGREEN, PSUEDOTSUGA MENZIESII (DOUGLAS FIR), 6' HEIGHT, BALLED AND BURLAPPED Base items 6.000
D2003195 EACH EVERGREEN, PSUEDOTSUGA MENZIESII (DOUGLAS FIR), 9' HEIGHT, BALLED AND BURLAPPED Base items 3.000
D2003872 EACH EVERGREEN, THUJA OCCIDENTALIS TECHNY (TECHNY ARBORVITAE), 6' HEIGHT, BALLED AND BURLAPPED Base items 9.000
K1001969 TON GRAVEL MULCH Base items 43.000
X0322508 SQ FT PEDESTRIAN TRUSS SUPERSTRUCTURE Base items 2,404.000
X0326672 L SUM PEDESTRIAN BRIDGE LIGHTING SYSTEM Base items 1.000
X0326806 L SUM WASHOUT BASIN Base items 1.000
X0327777 SQ FT STAIR AND GRATING SYSTEM Base items 364.000
X2800500 EACH INLET PROTECTION (SPECIAL) Base items 8.000
X4421790 SQ YD CLASS D PATCHES, TYPE II, 12 INCH (SPECIAL) Base items 11.000
X5030283 SQ FT FORM LINER LIMESTONE SURFACE Base items 3,212.000
X5030290 SQ FT STAINING CONCRETE STRUCTURES Base items 25,507.000
X5091725 FOOT BICYCLE RAILING (SPECIAL) Base items 1,503.000
X5091730 FOOT BRIDGE FENCE RAILING (SPECIAL) Base items 654.000
X5220092 SQ FT MECHANICALLY STABILIZED EARTH RETAINING WALL (SPECIAL) Base items 1,027.000
X5427602 EACH REMOVE EXISTING FLARED END SECTION Base items 1.000
X5510012 EACH PROPOSED STORM SEWER CONNECTION TO EXISTING STORM SEWER Base items 1.000
X5510224 FOOT COMBINED SEWER REMOVAL 24" Base items 6.000
X5510310 FOOT SANITARY SEWER REMOVAL 10" Base items 3.000
X5610012 EACH CAP EXISTING WATER MAIN Base items 1.000
X5610706 FOOT WATER MAIN REMOVAL, 6" Base items 67.000
X5610748 EACH WATER MAIN LINE STOP 8" Base items 1.000
X6020180 EACH DRAINAGE CONTROL STRUCTURE Base items 1.000
X6020399 EACH CONNECTION TO EXISTING MANHOLE Base items 1.000
X6022312 EACH DROP SANITARY MANHOLES, WITH TYPE 1 FRAME, CLOSED LID Base items 1.000
X6022810 EACH MANHOLES, SANITARY, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 6.000
X6022820 EACH MANHOLES, SANITARY, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 3.000
X6026054 EACH SANITARY MANHOLES TO BE REMOVED Base items 1.000
X6640200 FOOT TEMPORARY CHAIN LINK FENCE Base items 1,730.000
X6640298 FOOT CHAIN LINK FENCE (SPECIAL) Base items 380.000
X6640308 EACH CHAIN LINK GATES (SPECIAL) Base items 2.000
X6640560 FOOT CHAIN LINK FENCE, 6' (SPECIAL) Base items 960.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X7200061 SQ FT TEMPORARY INFORMATION SIGNING Base items 43.000
X7200096 SQ FT FURNISH AND ERECT SIGN PANEL - LOGO Base items 328.000
X8212031 EACH LUMINAIRE, TYPE A (SPECIAL) Base items 7.000
X8212032 EACH LUMINAIRE, TYPE B (SPECIAL) Base items 6.000
X8250505 EACH LIGHTING CONTROLLER (SPECIAL) Base items 2.000
X8300001 EACH LIGHT POLE (SPECIAL) Base items 2.000
X8360110 FOOT LIGHT POLE FOUNDATION (SPECIAL) Base items 58.000
XX003516 EACH CONNECTION TO EXISTING WATER MAIN (NON-PRESSURE) - 8" Base items 1.000
XX003517 EACH CONNECTION TO EXISTING WATER MAIN (NON-PRESSURE) - 6" Base items 1.000
XX006751 FOOT STAIR RAILING Base items 242.000
XX007558 EACH GATE VALVE 6" WITH VAULT, 4' DIAMETER Base items 1.000
XX007788 EACH ORNAMENTAL METAL PANEL Base items 20.000
XX009135 EACH LIGHT POLE, SPECIAL, TYPE 2 Base items 1.000
XX009528 FOOT ABANDON EXISTING SANITARY SEWER, FILL WITH CLSM Base items 373.000
XX009742 EACH LIGHT POLE, SPECIAL, TYPE 3 Base items 2.000
XX009743 FOOT COMBINED SEWER 24" Base items 118.000
XX009744 FOOT STORM SEWER, PVC, 8" Base items 23.000
XX009757 EACH PRECAST ORNAMENTAL PIER CAP Base items 4.000
Z0004002 EACH BOLLARDS Base items 2.000
Z0013797 SQ YD STABILIZED CONSTRUCTION ENTRANCE Base items 131.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0048665 L SUM RAILROAD PROTECTIVE LIABILITY INSURANCE Base items 1.000
Z0056610 FOOT STORM SEWER (WATER MAIN REQUIREMENTS) 15 INCH Base items 45.000
Z0057000 FOOT SANITARY SEWER 10" Base items 250.000
Z0067500 FOOT STEEL CASINGS 16" Base items 20.000
Z0068100 FOOT STEEL CASINGS 28" Base items 23.000
Z0076600 HOUR TRAINEES Base items 1,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 1,000.000 $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.