Home > Notice of Letting > Contract Detail

January 20, 2023 Letting 12:00 PM
121-85700

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

Bulletin Description

Construction of a shared-use path, concrete curb and gutter, driveways, drainage adjustments, boardwalk structures, retaining walls, lighting, and landscaping along an abandoned railroad from South Peoria Avenue to Depot Avenue in Dixon.
Region District DBE % VBP % Federal Project #
2 2 5.00 0.00 MXY3(094)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Lee
  • 17-00178-00-BT(DIXON)
  • C-92-024-19
  • 0-00913-2001
  • 0-00913-2002
  • 2-10634-0000
Contract Specifics
100 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (15 Submitted / 15 Answered ) Questions not accepted as of January 10, 2023 04:30 PM.

  • X5012502 Concrete Removal Special – Special provision page 4 provides a general description for this, with reference to details identified on the plans. We need additional information on the scope of this work, and don’t find where this work is detailed on the plans? Please advise where to find plan details or add plan details.
    The pay item and corresponding special provision for this should have been removed as we do not anticipate the need for any piers or other concrete structures similar in nature being removed. (01/17/2023)

  • Are the cuts and fills listed per station in the cross sections correct?
    No, they are not correct as shown on the cross sections. Contractor should bid as per quantities listed on the Summary of Quantities. (01/11/2023)

  • Are the earthwork quantities correct? Several cross sections appear to show incorrect cuts or fills (e.g., Sta 67+00 fill of 802.53 CY, 70+00 fill of 782.11 CY, 93+00 cut of 9112.90 CY, 93+04 cut of 1146.02 CY)
    The earthwork quantities in the SOQ are correct. (01/10/2023)

  • Regarding facia stringer lamination – Plan 82 shows lamination with bolts or lag bolts, plan 87 shows 16d nails (which are probably not long enough). Interior stringer lamination is shown on plan 82, which should not be required for single stringer members unless that is intended at lap splices, but that would be in conflict with lap detail on plan 86. Also 12d nails would not be sufficient.
    The note with the asterisk on sheet S1.0, plan sheet 82, refers to the 15’ span over River Street. This note denotes triple laminated fascia stringers and double laminated interior stringers are required on this span only. The laminated interior stringers referred to on sheet 82 are required at the 15’ span only. I agree the nails are not long enough. 50d nails should be used for the laminated interior stringers and at the splices. (01/09/2023)

  • Per a previous question and answer, although KDAT is noted on plan 86 for the 3” x 8” decking, this has been changed and will not now be required. KDAT adds significantly to cost and lead time, and in fact may not be practically available for this variety of sizes of material. Could KDAT be removed from all remaining items on the boardwalk as well?
    The curbs and rails are preferred to be KDAT & should be bid as such. If availability becomes an issue in construction, we would then need to make a decision then on substitution. (01/09/2023)

  • Regarding boardwalk wood member treatment, plan 84 notes 8 and 9 use the same “CCA” designation for two different treatments. Should note 8 be “CA” ? Also, on plan sheet 86, application rates vary between 0.60 and 0.06 on both CA and also on CCA treatments – shouldn’t CCA be 0.60 and CA be 0.06?
    Note 8 on plan sheet 84, “CCA” should be “CA”. “CA” treatment should be “0.06”. “CCA” treatment should be “0.60”. An addendum will be issued. (01/09/2023)

  • X5800110 Waterproof Membrane (Special) is most typically used for spray-on membrane system, rather than Std Spec 581/1061 per the Special Provisions. 58100200 Waterprf Membrane Sys is typically used for 581/1061 - please confirm system to be used. Also, per plan sheet 11 the membrane is applied over unknown substrate 2 feet below extg grade. We don’t presume this to be an underlying bridge deck as both extg structures are a stone arch. What substrate is the membrane applied to?
    The pay item number is reflective of the engineer’s intent for the application to be a spray-on membrane system. As per the typical section found on Sheet C10.0 (11 of 96) and with the understanding that the existing arch structure has a P.C. Concrete bridge deck at the top (noted from previous improvements plans as PC Concrete Cap), the spray-on membrane system should be applied directly to that concrete bridge deck. (01/09/2023)

  • The ‘typical abutment section’ shown on plan 11 appears to be in conflict with the concrete abutment wall “concrete corbel detail” shown on plan 91 and elsewhere. Plan 87 appears to be a combination of these two details. Please advise.
    An addendum will be issued. (01/09/2023)

  • Regarding boardwalk stringers, plan 82 indicates facia stringers are triple laminated and interior stringers are double laminated, however other details indicate facia stringers are double laminated and interior stringers are single members. Please clarify which is correct.
    The note with the asterisk on sheet S1.0, plan sheet 82, refers to the 15’ span over River Street. This note denotes triple laminated fascia stringers and double laminated interior stringers are required on this span only. (01/09/2023)

  • Please confirm the detail for the 470 lf of Bike Rail, Special.
    The detail for Bicycle Railing, Special is the Pipe Handrail detail on Sheet 56 of 96. (01/09/2023)

  • Where / how does the ‘43”alternate high railing detail’ come into play on this project, where the rail is perpendicular to stringers rather than parallel to stringers as is detailed elsewhere. Reference plan sheet 86.
    The alternate 43” railing detail does not come into play on this contract. (01/09/2023)

  • Looking for more details in the plans, Is there a City Standard, Or can the design engineer provide a list of acceptable manufacturers for X0326806 TRASH RECEPTACLES and Z0003850 BENCHES
    Any of the following are acceptable: X0326806 Trash Receptacles 1) U-Line 32 Gallon, Funnel Lid, Black Model No. H-2293BL 2) TreeTop Products 32 Gallon, Rain Bonnet Lid, Black Model No. 4ZB4240 3) The Park and Facilities, Executive Series Flare Top Trash Receptacle with Flat Lid Powder-Coated Black Model No. 398-9119 Z0003850 Benches 1) U-Line 6’ Bench with Back Black Model H-7969 2) TreeTop Products Helena Bench Black Model SKU 2Z14116-PW 3) The Park and Facilities – 6’ Essential Series Aluminum Bench with Back – Powder Coated – Black Model No. 398-9100 (01/09/2023)

  • Regarding boardwalk 3x8 decking, plan 84 – 87, there are conflicting notations regarding grade with some calling out grade 1 and others grade 2. Also, on plan 86 there is one note requiring the decking to be KDAT, but don’t find this on any of the many other decking notations throughout the plans. Is KDAT required for the decking? KDAT adds significantly to cost and lead time. Plan 84 note 3 seems to anticipate and account for decking shrinkage after installation rather than KDAT?
    The decking should be #1 grade and is not required to be KDAT. (01/09/2023)

  • Regarding timber pile lengths for the boardwalk, plan sheet 84. Estimated bottom of pile elevations are provided, as well as pile tip dimension below existing grade. But driven bearing value is also provided. Which will govern – pile tip elevation or driven bearing value? If bearing value governs, and longer pile lengths are required to achieve bearing, will pile splices and/or additional length be compensated with 109.04?
    An addendum will be issued. (01/06/2023)

  • For the pay item ‘Permanent Sheet Piling’ 1.) What is the required section modulus for the sheeting? 2.) What is the required height of sheeting wall? 3.) What section / member will be required for the sheeting cap? 4.) What paint system will be required? 5.) Would weathering steel be considered as an alternate to painting the sheeting and cap?
    1. As per the special provision for Pay Item 52200015 PERMANENT SHEET PILING, the design of the permanent sheet piling will be a delegated design item. The section modulus required will be per the approved design as per section 522.06 of the Standard Specifications. 2. Height of the sheeting wall is shown in the cross sections of the plan set. 3. Section / member for the sheeting cap will be approved by the Engineer as part of the shop drawing process. Please see the special provisions or further direction. 4. Paint system to be approved by the Engineer as part of the shop drawing process. 5. Alternates will be considered in the shop drawing review process. (12/22/2022)

Authorized Bidders

  • 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
    $4,313,103.98

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

  • 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
    $5,248,502.11

Non Bidders

  • 4741 Phoenix Corporation of the Quad Cities
    1006 Rosehill Rd
    Port Byron, IL 61275
    PO Box 445
    Rapids City, IL 61278
    Phone: (309) 523-3687 Fax: (309) 523-3752 Email: mdecap@phoenixcorp.org

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 9.000
20200100 CU YD EARTH EXCAVATION Base items 4,010.000
20400800 CU YD FURNISHED EXCAVATION Base items 2,725.000
21101615 SQ YD TOPSOIL FURNISH AND PLACE, 4" Base items 21,257.000
25000110 ACRE SEEDING, CLASS 1A Base items 3.230
25000312 ACRE SEEDING, CLASS 4A Base items 1.380
25000322 ACRE SEEDING, CLASS 5A Base items 1.380
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 393.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 393.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 393.000
25100115 ACRE MULCH, METHOD 2 Base items 4.370
25100630 SQ YD EROSION CONTROL BLANKET Base items 19,060.000
25100635 SQ YD HEAVY DUTY EROSION CONTROL BLANKET Base items 2,196.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 6,394.000
28000500 EACH INLET AND PIPE PROTECTION Base items 2.000
28100101 SQ YD STONE RIPRAP, CLASS A1 Base items 1,204.000
28200200 SQ YD FILTER FABRIC Base items 2,810.000
35101400 TON AGGREGATE BASE COURSE, TYPE B Base items 2,469.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 9,046.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 67.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 666.000
42000101 SQ YD PORTLAND CEMENT CONCRETE PAVEMENT 6" (JOINTED) Base items 490.000
42300300 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 7 INCH Base items 244.000
42400100 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH Base items 3,615.000
42400800 SQ FT DETECTABLE WARNINGS Base items 92.000
44000200 SQ YD DRIVEWAY PAVEMENT REMOVAL Base items 230.000
44000500 FOOT COMBINATION CURB AND GUTTER REMOVAL Base items 398.000
44000600 SQ FT SIDEWALK REMOVAL Base items 2,494.000
44200050 SQ YD WELDED WIRE REINFORCEMENT Base items 663.000
44201684 SQ YD CLASS D PATCHES, TYPE IV, 3 INCH Base items 148.000
50200100 CU YD STRUCTURE EXCAVATION Base items 36.200
50300225 CU YD CONCRETE STRUCTURES Base items 47.000
50500505 EACH STUD SHEAR CONNECTORS Base items 227.000
50800105 POUND REINFORCEMENT BARS Base items 5,710.000
51500100 EACH NAME PLATES Base items 3.000
52200015 SQ FT PERMANENT SHEET PILING Base items 12,032.000
52200105 FOOT FURNISHING SOLDIER PILES (W SECTION) Base items 792.000
52200200 CU FT DRILLING AND SETTING SOLDIER PILES (IN SOIL) Base items 3,895.000
52200250 SQ FT UNTREATED TIMBER LAGGING Base items 917.000
52200800 SQ FT SEGMENTAL CONCRETE BLOCK WALL Base items 355.000
59100100 SQ YD GEOCOMPOSITE WALL DRAIN Base items 50.000
60108106 FOOT PIPE UNDERDRAINS, TYPE 1, 6" Base items 624.000
60108206 FOOT PIPE UNDERDRAINS, TYPE 2, 6" Base items 406.000
60146304 FOOT PIPE UNDERDRAINS FOR STRUCTURES 4" Base items 129.000
60604400 FOOT COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 Base items 470.000
66900200 CU YD NON-SPECIAL WASTE DISPOSAL Base items 951.000
66900530 EACH SOIL DISPOSAL ANALYSIS Base items 6.000
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 247.000
66901006 CAL DA REGULATED SUBSTANCES MONITORING Base items 10.000
67100100 L SUM MOBILIZATION Base items 1.000
72000100 SQ FT SIGN PANEL - TYPE 1 Base items 11.500
72900100 FOOT METAL POST - TYPE A Base items 30.000
78000100 SQ FT THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 19.000
78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" Base items 254.000
78000600 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 12" Base items 311.000
78000650 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 24" Base items 10.000
80400100 EACH ELECTRIC SERVICE INSTALLATION Base items 2.000
81028730 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 1 1/4" DIA. Base items 2,786.000
81028750 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 2" DIA. Base items 250.000
81028760 FOOT UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, 2 1/2" DIA. Base items 200.000
81100100 FOOT CONDUIT ATTACHED TO STRUCTURE, 1/2" DIA., GALVANIZED STEEL Base items 356.000
81400100 EACH HANDHOLE Base items 35.000
81702145 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 3 Base items 250.000
81702420 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 3-1/C NO. 8 Base items 12,698.000
81702450 FOOT ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 3-1/C NO. 10 Base items 1,068.000
87100105 FOOT FIBER OPTIC CABLE IN CONDUIT, NO. 62.5/125, 4F Base items 3,856.000
A2000090 EACH TREE, ACER X FREEMANII ARMSTRONG (ARMSTRONG FREEMAN MAPLE), 3" CALIPER, BALLED AND BURLAPPED Base items 6.000
A2007122 EACH TREE, QUERCUS RUBRA (RED OAK), 3" CALIPER, BALLED AND BURLAPPED Base items 1.000
B2006266 EACH TREE, SYRINGA RETICULATA (JAPANESE TREE LILAC), 6' HEIGHT, CLUMP FORM, BALLED AND BURLAPPED Base items 6.000
C2000436 EACH SHRUB, ARONIA ARBUTIFOLIA BRILLIANT ISSIMA (BRILLANT RED CHOKEBERRY), 3' HEIGHT, BALLED AND BURLAPPED Base items 24.000
C2000524 EACH SHRUB, ARONIA MELANOCARPA (BLACK CHOKE BERRY), 2' HEIGHT, BALLED AND BURLAPPED Base items 32.000
C2001636 EACH SHRUB, CORNUS SERICEA (REDOSIER DOGWOOD), 3' HEIGHT, BALLED AND BURLAPPED Base items 62.000
C2002324 EACH SHRUB, DIERVILLA LONICERA (BUSH HONEY SUCKLE), 2' HEIGHT, BALLED AND BURLAPPED Base items 92.000
C2005818 EACH SHRUB, RHUS AROMATICA GRO-LOW (GRO-LOW FRAGRANT SUMAC), 18" WIDTH, BALLED AND BURLAPPED Base items 46.000
C2011736 EACH SHRUB, VIBURNUM DENTATUM (ARROWWOOD VIBURNUM), 3' HEIGHT, BALLED AND BURLAPPED Base items 18.000
C2012748 EACH SHRUB, VIBURNUM PRUNIFOLIUM (BLACKHAW VIBURNUM), 4' HEIGHT, BALLED AND BURLAPPED Base items 8.000
C2C041G5 EACH SHRUB, ITEA VIRGINICA LITTLE HENRY (LITLE HENRY VIRGINIA SWEETSPIRE), CONTAINER GROWN, 5-GALLON Base items 20.000
C2C09784 EACH SHRUB, SPIREA BETULIFOLIA TOR (TOR BIRCHLEAF SPIREA), 2' HEIGHT, CONTAINER Base items 27.000
C2C15761 EACH SHRUB, SPIREA JAPONICA NEON FLASH (NEON FLASH JAPANESE SPIREA), 18" HEIGHT, 5-GALLON CONTAINER Base items 53.000
D2001460 EACH EVERGREEN, JUNIPERUS SCOPULORUM WICHITA BLUE (WICHITA BLUE JUNIPER), 5' HEIGHT, BALLED AND BURLAPPED Base items 8.000
D2001772 EACH EVERGREEN, PICEA ABIES (NORWAY SPRUCE), 6' HEIGHT, BALLED AND BURLAPPED Base items 9.000
D2002984 EACH EVERGREEN, PINUS STROBUS (EASTERN WHITE PINE), 7' HEIGHT, BALLED AND BURLAPPED Base items 6.000
D2C00724 EACH EVERGREEN, JUNIPERUS CHINENSIS VAR. SARGENTII VIVIDIS (GREEN SARGENT JUNIPER), 2' WIDTH, CONTAINER Base items 50.000
D2C00918 EACH EVERGREEN, JUNIPERUS HORIZONTALIS HUGHES (HUGHES CREEPING JUNIPER), 18" WIDTH, CONTAINER Base items 28.000
K0012990 UNIT PERENNIAL PLANTS, ORNAMENTAL TYPE, GALLON POT Base items 0.320
K1005481 SQ YD SHREDDED BARK MULCH 3" Base items 2,835.000
X0100003 SQ YD CLEARING AND GRUBBING Base items 8,294.000
X0322920 EACH COMMUNICATIONS CABINET AND EQUIPMENT Base items 1.000
X0323455 EACH ADJUST MONITORING WELLS Base items 1.000
X0326806 L SUM WASHOUT BASIN Base items 1.000
X0327997 EACH TRASH RECEPTACLES Base items 2.000
X1400088 EACH POWER PEDESTALS Base items 2.000
X1400210 EACH LIGHT POLE, SPECIAL, 12' Base items 35.000
X1400238 EACH LUMINAIRE, LED, SPECIAL Base items 35.000
X2503110 ACRE MOWING (SPECIAL) Base items 42.800
X5012502 CU YD CONCRETE REMOVAL (SPECIAL) Base items 125.000
X5091725 FOOT BICYCLE RAILING (SPECIAL) Base items 470.000
X5800110 SQ FT MEMBRANE WATERPROOFING (SPECIAL) Base items 7,523.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
X8130110 EACH JUNCTION BOX (SPECIAL) Base items 10.000
X8250500 EACH LIGHTING UNIT COMPLETE (SPECIAL) Base items 42.000
X8360120 EACH LIGHT POLE FOUNDATION (SPECIAL) Base items 35.000
XX008287 SQ FT BOARDWALK STRUCTURE Base items 4,576.000
XX008921 EACH EMERGENCY CALL BOXES Base items 7.000
Z0003850 EACH BENCHES Base items 4.000
Z0076600 HOUR TRAINEES Base items 1,000.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 1,000.000 $15.00
Z0077900 FOOT WOOD POST AND RAIL FENCE Base items 2,950.000
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.