Home > Notice of Letting > Contract Detail

November 05, 2021 Letting 12:00 PM
074-85695

Bulletin Description

Sidewalk replacement, construction of new sidewalks, lighting improvements, streetscaping and landscaping along Center Street from North Street to Howard Street in Durand.
Region District DBE % VBP % Federal Project #
2 2 2.00 0.00 WP2L(705)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Winnebago
  • FAS 55
  • 18-00026-00-SW (DURAND)
  • C-92-023-20
  • 0-01043-2001
  • 2-10585-0000
Contract Specifics
100 Working Days
Previously advertised on June 12, 2020 (Item 214).
No More Contract Specifics

Ask Subscribe Questions and Answers (7 Submitted / 7 Answered ) Questions not accepted as of October 26, 2021 04:30 PM.

  • Plan sheet 68 of 87 - Typical Railing Detail - Maximum spacing for railing panel lengths - 6' (Art 509.05(d)). Article 509.05 is for Steel Railing. Special Provision, page 21-Pedestrian Railing: "This work shall consist of furnishing and installing aluminum pedestrian railing in accordance with the details in the plans and per Section 509" Is the Pedestrian Railing supposed to be Steel or Aluminum? "Painted Black": to what paint specification?
    An addendum will be issued. (10/25/2021)

  • Summary of quantity and specs show storm sewers class A Section 550, but then the plan details show HDPE. Can you please clarify if the storm sewers are Class A or B?
    An addendum will be issued. (10/19/2021)

  • Plan sheet 43 of 87middle of the page near points 137, 138, 151, 153, 154ME. is this a planter or an existing building or sidewalk? Plan sheet 76, section EE S79, shows a planter but no detail points on sheet 43.
    Points 137, 138, and 151 are sidewalk grades that are next to a proposed raised planter. Point 153 is at the corner of the special concrete walk/regular walk and point 154 is a grade at the edge of an existing building. All top of planter wall elevations shall be 6” above the highest adjacent concrete sidewalk grade and the established elevation shall be maintained for the entire wall. (10/19/2021)

  • Building Accessibility Ramp Details, Plan sheet 68 of 87, Detail Wall & Footing. What is the minimum depth of the footing below the sidewalk or grade? What does the 2" overhang note refer to? Is the footing 2'8" wide(1 ft on each side plus 8" wall) as noted or is it the 2 ft dimension noted under the footing?
    An addendum will be issued. (10/14/2021)

  • Plan Note 5. Sheet 7A of 87: "The contractor shall contact the necessary utility companies for any utility relocations. The contractor shall pay for all costs associated with relocation of utilities on or adjacent to the subject property or within the road right-of-way." Please provide a list of all utilities to be relocated & contact information & the proposed owner location the utility is to relocate to so cost estimates can be requested from the utility companies prior to bid date.
    An addendum will be issued. (10/14/2021)

  • Building Accessibility Ramp Details, Plan Sheet 68 of 87.ADA Access Ramp Standard Typical Detail, includes an 8" thick footing 2 ft wide with 8" thick walls typical 3'6" depth below sidewalk, what reinforcement details should be used? Is the footing, walls, step, 5" walk, thickened edge walk at each "ADA Access Ramp location" paid for as Conc Struct per CY?
    The reinforcement detail is found on Sheet 68 of 87 in the lower right corner. The detail called “Detail – Wall and Footing” shows the necessary reinforcement. The wall and footing widths and thicknesses should be taken from “Detail - Wall and Footing”. The footings, walls, and steps are paid for as Concrete Structures per CY. The 5” walk and thickened edge walk are paid for as Portland Cement Concrete Sidewalk 5 Inch per SQ FT. (10/14/2021)

  • Building Accessibility Ramp Details, Plan sheet 68 of 87, Sidewalk Ramp Cross section. Is there Reinforcement in the footings and walls of the sidewalk ramp walls? What is the depth of the footing below the sidewalk? Is the sidewalk between the walls paid per cy of Conc Struct?
    The reinforcement detail is found on Sheet 68 of 87 in the lower right corner. The detail called “Detail – Wall and Footing” shows the necessary reinforcement. The wall and footing widths and thicknesses should be taken from “Detail - Wall and Footing”. The depth to the top of footing is 3 feet below the lowest adjacent top of walk grade or adjacent ground grade. The sidewalk between the walls is paid for as Portland Cement Concrete Sidewalk 5 Inch per SQ FT. (10/14/2021)

Authorized Bidders

  • 0103 Alliance Contractors, Inc.
    1166 Lake Avenue
    Woodstock, IL 60098
    Phone: (815) 338-5900 Fax: (815) 338-9109 Email: estimating@alliancecontractors.com
    $1,737,375.02

  • 1045 Civil Constructors, Inc. d/b/a/ Helm Civil
    2283 Bus Hwy 20 East
    Freeport, IL 61032
    PO Box 750
    Freeport, IL 61032
    Phone: (815) 235-2200 Fax: (815) 235-2219 Email: civilestimating@helmgroup.com

  • 1216 Copenhaver Construction, Inc.
    75 Koppie Dr
    Gilberts, IL 60136
    Phone: (847) 428-6696 Fax: (847) 428-6798 Email: copenhaverinc@yahoo.com
    $1,782,533.12

  • 3706 Martin & Company Excavating
    2456 E. Pleasant Grove Road
    Oregon, IL 61061
    P.O. Box 443
    Oregon, IL 61061
    Phone: (815) 732-2422 Fax: (815) 732-2092 Email: info@martincoinc.net
    $1,974,929.24

  • 4331 N-Trak Group LLC
    1523 Windsor Rd.
    Loves Park, IL 61111
    Phone: (815) 282-3000 Fax: (815) 282-3003 Email: estimating@ntrakgroup.com

  • 5570 Sjostrom & Sons, Inc.
    1129 Harrison Ave.
    Rockford, IL 61104
    Phone: (815) 226-0330 Fax: (815) 226-8868 Email: heavyhighway@sjostromconstruction.com
    $2,238,216.61

  • 4906 Stenstrom Excavation & Blacktop, Inc.
    2422 Center Street
    Rockford, IL 61108
    Phone: (815) 398-3478 Fax: (815) 229-0978 Email: excavation@rstenstrom.com
    $1,963,827.94

Non Bidders

  • 1305 Curran Contracting Company
    286 Memorial Court
    Crystal Lake, IL 60014
    Phone: (815) 455-5100 Fax: (815) 455-7894 Email: estimating@currancontracting.com

  • 1799 Fischer Excavating, Inc.
    (Pending Authorization)
    1567 Heine Rd.
    Freeport, IL 61032
    Phone: (815) 233-3232 Fax: (815) 235-7557 Email: tgilbertson@fischerinc.com

  • 2657 Home Towne Electric, Inc.
    35220 Rt 83
    Lake Villa, IL 60046
    P.O. Box 863
    Lake Villa, IL 60046
    Phone: (847) 223-2800 Fax: (847) 223-7577 Email: No Record

  • 4461 O'Brien Civil Works, Inc.
    (Pending Authorization)
    2963 W Mud Creek Rd
    Mt Morris, IL 61054
    Phone: (815) 734-7722 Fax: (815) 734-7723 Email: office@obriencw.com

  • 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: estimating@williamcharlesconstruction.com

Pay Item # UOM Description Type Quantity Unit Price
20101700 UNIT SUPPLEMENTAL WATERING Base items 12.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 1,270.000
21101625 SQ YD TOPSOIL FURNISH AND PLACE, 6" Base items 1,439.000
21101645 SQ YD TOPSOIL FURNISH AND PLACE, 12" Base items 358.000
21101685 SQ YD TOPSOIL FURNISH AND PLACE, 24" Base items 112.000
25200110 SQ YD SODDING, SALT TOLERANT Base items 1,439.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 25.000
28000510 EACH INLET FILTERS Base items 12.000
28200200 SQ YD FILTER FABRIC Base items 298.000
31101100 CU YD SUBBASE GRANULAR MATERIAL, TYPE B Base items 225.000
35102400 SQ YD AGGREGATE BASE COURSE, TYPE B 12" Base items 2,234.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 5,025.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 1,085.000
40602978 TON HOT-MIX ASPHALT BINDER COURSE, IL- 9.5, N50 Base items 76.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 295.000
40604060 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 Base items 255.000
42400200 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH Base items 15,753.000
42400800 SQ FT DETECTABLE WARNINGS Base items 335.000
44000100 SQ YD PAVEMENT REMOVAL Base items 3,971.000
44000157 SQ YD HOT-MIX ASPHALT SURFACE REMOVAL, 2" Base items 642.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 962.000
44000600 SQ FT SIDEWALK REMOVAL Base items 10,536.000
50104400 EACH CONCRETE HEADWALL REMOVAL Base items 1.000
50300225 CU YD CONCRETE STRUCTURES Base items 193.500
50900805 FOOT PEDESTRIAN RAILING Base items 608.000
54214719 EACH PRECAST REINFORCED CONCRETE FLARED END SECTIONS - ELLIPTICAL, EQUIVALENT ROUND-SIZE 24" Base items 1.000
550A4100 FOOT STORM SEWERS, CLASS A, TYPE 1 EQUIVALENT ROUND-SIZE 24" Base items 45.000
550B0040 FOOT STORM SEWERS, CLASS B, TYPE 1 10" Base items 26.000
550B0050 FOOT STORM SEWERS, CLASS B, TYPE 1 12" Base items 242.000
550B0070 FOOT STORM SEWERS, CLASS B, TYPE 1 15" Base items 277.000
550B0090 FOOT STORM SEWERS, CLASS B, TYPE 1 18" Base items 93.000
55100500 FOOT STORM SEWER REMOVAL 12" Base items 180.000
55100900 FOOT STORM SEWER REMOVAL 18" Base items 52.000
55106015 FOOT STORM SEWER INSTALLATION 8" Base items 267.000
56400500 EACH FIRE HYDRANTS TO BE REMOVED Base items 1.000
60218300 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, OPEN LID Base items 2.000
60218400 EACH MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID Base items 2.000
60236200 EACH INLETS, TYPE A, TYPE 8 GRATE Base items 1.000
60500040 EACH REMOVING MANHOLES Base items 1.000
60500060 EACH REMOVING INLETS Base items 1.000
60604400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 Base items 2,368.000
66900105 EACH UNDERGROUND STORAGE TANK REMOVAL Base items 1.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 1,340.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 12.000
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
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 55.000
72400100 EACH REMOVE SIGN PANEL ASSEMBLY - TYPE A Base items 11.000
72800100 FOOT TELESCOPING STEEL SIGN SUPPORT Base items 247.000
78005100 SQ FT EPOXY PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 61.500
78005110 FOOT EPOXY PAVEMENT MARKING - LINE 4" Base items 3,286.000
78005130 FOOT EPOXY PAVEMENT MARKING - LINE 6" Base items 545.500
78005180 FOOT EPOXY PAVEMENT MARKING - LINE 24" Base items 77.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 1.000
81028770 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 3" DIA. Base items 834.000
81300550 EACH JUNCTION BOX, STAINLESS STEEL, ATTACHED TO STRUCTURE, 12" X 12" X 6" Base items 1.000
81400730 EACH HANDHOLE, COMPOSITE CONCRETE Base items 3.000
81603037 FOOT UNIT DUCT, 600V, 2-1C NO.6, 1/C NO.6 GROUND, (XLP-TYPE USE), 1 1/4" DIA. POLYETHYLENE Base items 2,462.000
83600200 FOOT LIGHT POLE FOUNDATION, 24" DIAMETER Base items 162.000
84200600 EACH REMOVAL OF LIGHTING UNIT, NO SALVAGE Base items 8.000
84200804 EACH REMOVAL OF POLE FOUNDATION Base items 8.000
87300901 FOOT ELECTRIC CABLE IN CONDUIT, TRACER, NO. 12 1C Base items 45.000
C2C078G3 EACH SHRUB, ROSA X KNOCK OUT (KNOCK OUT ROSE), CONTAINER GROWN, 3-GALLON Base items 10.000
C2C09818 EACH SHRUB, SPIREA X BUMALDA ANTHONY WATERER (ANTHONY WATERER SPIREA), 18" HEIGHT, CONTAINER Base items 21.000
C2C11736 EACH SHRUB, VIBURNUM DENTATUM (ARROWWOOD VIBURNUM), 3' HEIGHT, CONTAINER Base items 6.000
D2000724 EACH EVERGREEN, JUNIPERUS CHINENSIS VAR. SARGENTII VIVIDIS (GREEN SARGENT JUNIPER), 2' WIDTH, BALLED AND BURLAPPED Base items 19.000
D2C02524 EACH EVERGREEN, PINUS MUGO (MUGO PINE), 2' HEIGHT, CONTAINER Base items 3.000
K0012990 UNIT PERENNIAL PLANTS, ORNAMENTAL TYPE, GALLON POT Base items 4.590
K0012993 UNIT PERENNIAL PLANTS, ORNAMENTAL TYPE, 3-GALLON POT Base items 0.960
K1005481 SQ YD SHREDDED BARK MULCH 3" Base items 459.000
X0301115 FOOT LANDSCAPE EDGING Base items 373.000
X0320060 EACH GATEWAY MONUMENT SIGN COMPLETE Base items 2.000
X0320067 EACH BENCH REMOVAL Base items 4.000
X0322936 EACH REMOVE EXISTING FLARED END SECTION Base items 1.000
X0323859 EACH DOWNSPOUT CONNECTION Base items 6.000
X0326519 FOOT STEEL RAILING REMOVAL Base items 95.000
X0326694 CU YD PLUG EXISTING STORM SEWERS Base items 0.060
X0326806 L SUM WASHOUT BASIN Base items 1.000
X0327727 L SUM PLANTER REMOVAL Base items 1.000
X0327979 SQ FT PAVEMENT MARKING REMOVAL - GRINDING Base items 590.000
X0327989 SQ FT REMOVE EXISTING BRICK PAVERS Base items 124.000
X2010510 L SUM CLEARING AND GRUBBING Base items 1.000
X4240430 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH (SPECIAL) Base items 979.000
X5619210 EACH WATER VALVES TO BE ADJUSTED (SPECIAL) Base items 1.000
X5640175 EACH FIRE HYDRANT COMPLETE Base items 1.000
X6024240 EACH INLETS (SPECIAL) Base items 7.000
X6024246 EACH INLETS, SPECIAL, NO. 3 Base items 1.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X8140115 EACH HANDHOLE TO BE ADJUSTED Base items 2.000
X8250505 EACH LIGHTING CONTROLLER (SPECIAL) Base items 1.000
XX000959 EACH TRASH RECEPTACLES Base items 4.000
XX005877 EACH REMOVE EXISTING WOOD UTILITY POLES Base items 1.000
XX007450 EACH ORNAMENTAL LIGHT POLE, INSTALL ONLY Base items 18.000
XX008219 EACH INSTALL FURNISHED BENCH Base items 10.000
XX008639 EACH SHRUBS (SPECIAL) Base items 11.000
XX009374 EACH FLAGPOLE SOCKET Base items 16.000
XX009375 EACH ASH URN Base items 4.000
XX197300 FOOT SLOTTED DRAIN Base items 561.000
Z0003855 EACH BICYCLE RACKS Base items 1.000
Z0004002 EACH BOLLARDS Base items 3.000
Z0012450 CU YD CONCRETE STEPS Base items 18.860
Z0033028 CAL MO MAINTENANCE OF LIGHTING SYSTEM Base items 5.000
Z0077805 EACH WOOD POST (SPECIAL) Base items 4.000
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.