ADDENDUM NO. #1
CITY OF PEORIA
SIDEWALK AND CURB RAMPS, 2022
FEBRUARY 7TH, 2023 @ 2:00PM AT PEORIA PUBLIC WORKS
Addendum Issued: January 23, 2023
RE: Addendum #1 for the Sidewalk & Curb Ramps, 2022 project
The following shall be considered part of the Contract documents.
REVISED BID DOCUMENT (Issued with this Addendum):
1) Plans, Sheet #2 – Added pay item Z0076604 “Trainees Training Program Graduate” to summary of
quantities. Pay item quantity is 200 hours.
2) Specifications, Page #12 – Added pay item Z0076604 “Trainees Training Program Graduate.” To
proposal bid form. Pay item quantity is 200 hours.
3) Page #69 – Check Sheet for Recurring Special Provisions, unchecked (removed) the following items:
a. Check Sheet #1 – Additional State Requirements for Federal-Aid Construction Contracts
b. Check Sheet #2 – Subletting of Contracts (Federal-Aid Contracts)
c. Check Sheet #3 – EEO
4) Specifications, Page #70 – Check Sheet for Local Roads and Streets Recurring Special Provisions,
checked (added) the following items:
a. LRS 5 – Contract Claims
b. LRS 6 – Bidding Requirements and Conditions for Contract Proposals
c. LRS 11 – Employment Practices
d. LRS 12 – Wages of Employees on Public Works
e. LRS 15 – Partial Payments
f. LRS 16 – Protests on Local Lettings
5) Specifications, Page #74 – Stormwater Pollution Prevention Plan: unchecked (removed) Temporary
Erosion Control Seeding” from the list of stabilization practices and removed “Temporary Erosion
Control Seeding” from the description of stabilization practices to be utilized during construction.
Temporary erosion control seeding will not be used.
6) Specifications, Page #75 – Stormwater Pollution Prevention Plan: unchecked (removed) “Perimeter
Erosion Barrier” from the list of structural practices and removed “Perimeter Erosion Barriers”from
the description of structural practices to be utilized during and after construction. Perimeter erosion
barrier will not be used.
This addendum must be acknowledged as part of the submittal package. Failure to do so may
subject Bidder to Disqualification.
Andrea Klopfenstein, P.E.
Deputy Director/City Engineer
SUMMARY OF QUANTITIES LEGEND
CURB AND GUTTER
WATER MAIN
GAS LINE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
FIBER OPTIC
COMMUNICATION LINE
STORM SEWER
SANITARY SEWER
EDGE OF PAVEMENT
SIGN
MANHOLE /
STORM WATER INLET
WATER VALVE
FIRE HYDRANT
GAS VALVE
TELEPHONE PEDESTAL
CABLE TV PEDESTAL
UTILITY POLE
LIGHT POLE
GUY WIRE
CURB STOP
DETECTABLE WARNING
UTILITY INFORMATION
COMMITMENTS
TRAFFIC CONTROL PLAN
GENERAL NOTES
HIGHWAY STANDARDS
420001-10 PAVEMENT JOINTS
424001-11 PERPENDICULAR CURB RAMPS FOR SIDEWALKS
701301-04 LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS
LANE CLOSURE, 2L, 2W, SLOW MOVING OPERATIONS DAY ONLY,
701306-04 FOR SPEEDS >/= 45 MPH
701311-03 LANE CLOSURE, 2L, 2W, MOVING OPERATIONS DAY ONLY
701801-06 SIDEWALK, CORNER OR CROSSWALK CLOSURE
701901-08 TRAFFIC CONTROL DEVICES
780001-05 TYPICAL PAVEMENT MARKINGS
606001-08 CONCRETE CURB TYPE B AND CONCRETE CURB AND GUTTER
280001-07 TEMPORARY EROSION CONTROL SYSTEMS
701006-05 OFF-RD OPERATIONS, 2L, 2W, 15' TO 24" FROM PAVEMENT EDGE.
424011-04 CORNER PARALLEL CURB RAMPS FOR SIDEWALKS
424016-05 MID-BLOCK CURB RAMPS FOR SIDEWALKS
424021-06 DEPRESSED CORNER FOR SIDEWALKS
701501-06 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED
503201-D4 DETAIL OF CONCRETE STEPS AND PIPE HANDRAIL
Keokuk, Ia 52632 Professional Design Firm No. 184-005965
106 Washington St. www.prairieengineers.com
Prairie Engineers, P.C.
(217) 605-0403
424006-05 DIAGONAL CURB RAMPS FOR SIDEWALKS
City of Peoria
Sidewalk and Curb Ramps, 2022
PROPOSAL DOCUMENTS
PROPOSAL BID FORM
Page 12
RETURN WITH BID
Item Description Quantity Unit Unit Price Amount
44000600 SIDEWALK REMOVAL 21962 SQ FT
44201737 CLASS D PATCHES, TYPE I, 8 INCH 188 SQ YD
44201741 CLASS D PATCHES, TYPE II, 8 INCH 168 SQ YD
44201745 CLASS D PTACHES, TYPE III, 8 INCH 93 SQ YD
44201747 CLASS D PATCHES, TYPE IV, 8 INCH 130 SQ YD
50901760 PIPE HANDRAIL 42 FOOT
60603800
COMBINATION CONC. CURB &
GUTTER, TYPE B-6.12 4066 FOOT
67100100 MOBILIZATION 1 LS
X0325279
CLASS SI CONCRETE
(MISCELLANEOUS) 10 CU YD
X1700022 COMBINATION CURB & SIDEWALK, 4
INCH (SPECIAL)
922 SQ FT
X1700107 CURB WALL (SPECIAL) 513 SQ FT
X3400004 RETAINING WALL REMOVAL 269 FOOT
X6026200 INLETS TO BE ADJUSTED, SPECIAL 17 EACH
X7010216 TRAFFIC CONTROL & PROTECTION
(SPECIAL)
1 LS
Z0012455 CONCRETE STEP REMOVAL 14 EACH
Z0013798 CONSTRUCTION LAYOUT 1 LS
Z0050600 REMOVE & RESET ORNAMENTAL
FENCE
45 FOOT
Z0075496 CONCRETE RETAINING WALL
REMOVAL
26 FOOT
Z0075505 TIMBER RETAINING WALL REMOVAL 123 FOOT
Z0076604 TRAINEES TRAINING PROGRAM
GRADUATE
200 HOURS
Total Base Bid Amount
in writing
Check Sheet for Recurring Special Provisions
Printed 01/20/23 BLR 11300 (Rev. 10/25/22)
Local Public Agency
City of Peoria
County
Peoria
Section Number
N/A
Check this box for lettings prior to 01/01/2023.
The Following Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference:
Recurring Special Provisions
Check Sheet # Page No.
1 Additional State Requirements for Federal-Aid Construction Contracts 53
2 Subletting of Contracts (Federal-Aid Contracts) 56
3 EEO 57
4 Specific EEO Responsibilities Non Federal-Aid Contracts 67
5 Required Provisions - State Contracts 72
6 Asbestos Bearing Pad Removal 78
7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 79
8 Temporary Stream Crossings and In-Stream Work Pads 80
9 Construction Layout Stakes 81
10 Use of Geotextile Fabric for Railroad Crossing 84
11 Subsealing of Concrete Pavements 86
12 Hot-Mix Asphalt Surface Correction 90
13 Pavement and Shoulder Resurfacing 92
14 Patching with Hot-Mix Asphalt Overlay Removal 93
15 Polymer Concrete 95
16 Reserved 97
17 Bicycle Racks 98
18 Temporary Portable Bridge Traffic Signals 100
19 Nighttime Inspection of Roadway Lighting 102
20 English Substitution of Metric Bolts 103
21 Calcium Chloride Accelerator for Portland Cement Concrete 104
22 Quality Control of Concrete Mixtures at the Plant 105
23 Quality Control/Quality Assurance of Concrete Mixtures 113
24 Reserved 129
25 Reserved 130
26 Temporary Raised Pavement Markers 131
27 Restoring Bridge Approach Pavements Using High-Density Foam 132
28 Portland Cement Concrete Inlay or Overlay 135
29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 139
30 Longitudinal Joint and Crack Patching 142
31 Concrete Mix Design - Department Provided 144
32 Station Numbers in Pavements or Overlays 145
Page 69
Printed 01/20/23 BLR 11300 (Rev. 10/25/22)
Section Number
N/A
County
Peoria
Local Public Agency
City of Peoria
The Following Local Roads And Streets Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are
Included By Reference:
Local Roads And Streets Recurring Special Provisions
Check Sheet # Page No.
LRS 1 Reserved 147
LRS 2 Furnished Excavation 148
LRS 3 Work Zone Traffic Control Surveillance 149
LRS 4 Flaggers in Work Zones 150
LRS 5 Contract Claims 151
LRS 6 Bidding Requirements and Conditions for Contract Proposals 152
LRS 7 Bidding Requirements and Conditions for Material Proposals 158
LRS 8 Reserved 164
LRS 9 Bituminous Surface Treatments 165
LRS 10 Reserved 169
LRS 11 Employment Practices 170
LRS 12 Wages of Employees on Public Works 172
LRS 13 Selection of Labor 174
LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 175
LRS 15 Partial Payments 178
LRS 16 Protests on Local Lettings 179
LRS 17 Substance Abuse Prevention Program 180
LRS 18 Multigrade Cold Mix Asphalt 181
LRS 19 Reflective Crack Control Treatment 182
Page 70
Printed 01/20/23 BDE 2342 (Rev. 07/19/19)
This section of the plan addresses the controls that will be implemented for each of the major construction activities described in Section
I.C above and for all use areas, borrow sites, and waste sites. For each measure discussed, the Contractor will be responsible for its
implementation as indicated. The Contractor shall provide to the Resident Engineer a plan for the implementation of the measures
indicated. The Contractor, and subcontractors, will notify the Resident Engineer of any proposed changes, maintenance, or
modifications to keep construction activities compliant with the Permit ILR10. Each such Contractor has signed the required certification
on forms which are attached to, and are a part of, this plan:
A. Erosion and Sediment Controls: At a minimum, controls must be coordinated, installed and maintained to:
1. Minimize the amount of soil exposed during construction activity;
2. Minimize the disturbance of steep slopes;
3. Maintain natural buffers around surface waters, direct storm water to vegetated areas to increase sediment removal
and maximize storm water infiltration, unless infeasible;
4. Minimize soil compaction and, unless infeasible, preserve topsoil.
B. Stabilization Practices: Provided below is a description of interim and permanent stabilization practices, including site- specific
scheduling of the implementation of the practices. Site plans will ensure that existing vegetation is preserved where attainable and
disturbed portions of the site will be stabilized. Stabilization practices may include but are not limited to: temporary seeding, permanent
seeding, mulching, geotextiles, sodding, vegetative buffer strips, protection of trees, preservation of mature vegetation, and other
appropriate measures. Except as provided below in II.B.1 and II.B.2, stabilization measures shall be initiated immediately where
construction activities have temporarily or permanently ceased, but in no case more than one (1) day after the construction activity in
that portion of the site has temporarily or permanently ceases on all disturbed portions of the site where construction will not occur for a
period of fourteen (14) or more calendar days.
1. Where the initiation of stabilization measures is precluded by snow cover, stabilization measures shall be initiated as soon as
practicable.
2. On areas where construction activity has temporarily ceased and will resume after fourteen (14) days, a temporary stabilization
method can be used.
The following stabilization practices will be used for this project:
Erosion Control Blanket / Mulching Temporary Turf (Seeding, Class 7)
Geotextiles Temporary Mulching
Permanent Seeding Vegetated Buffer Strips
Preservation of Mature Seeding
Protection of Trees
Sodding
Temporary Erosion Control Seeding
Other (Specify)
Other (Specify)
Other (Specify)
Other (Specify)
Describe how the stabilization practices listed above will be utilized during construction:
Sodding will be completed as soon as construction is completed in all disturbed areas.
Describe how the stabilization practices listed above will be utilized after construction activities have been completed:
After sodding is complete, no further action is needed.
C. Structural Practices: Provided below is a description of structural practices that will be implemented, to the degree attainable, to divert
flows from exposed soils, store flows or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. Such
practices may include but are not limited to: perimeter erosion barrier, earth dikes, drainage swales, sediment traps, ditch checks,
subsurface drains, pipe slope drains, level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining
systems, gabions, and temporary or permanent sediment basins. The installation of these devices may be subject to Section 404 of the
Clean Water Act.
Aggregate Ditch Stabilized Construction Exits
Concrete Revetment Mats Stabilized Trench Flow
Dust Suppression Slope Mattress
Dewatering Filtering Slope Walls
Gabions Temporary Ditch Check
In-Stream or Wetland Work Temporary Pipe Slope Drain
Page 74
Printed 01/20/23 BDE 2342 (Rev. 07/19/19)
Level Spreaders Temporary Sediment Basin
Paved Ditch Temporary Stream Crossing
Permanent Check Dams
Perimeter Erosion Barrier
Permanent Sediment Basin
Retaining Walls
Riprap
Other (Specify)
Other (Specify)
Other (Specify)
Other (Specify)
Turf Reinforcement Mats
Rock Outlet Protection
Sediment Trap
Storm Drain Inlet Protection
Other (Specify)
Other (Specify)
Other (Specify)
Describe how the structural practices listed above will be utilized during construction:
Storm drain inlet protection will be used to catch any sediment leaving the job site from storm water runoff.
Describe how the structural practices listed above will be utilized after construction activities have been completed:
Storm drain inlet protections will be removed once the job in complete and the sod has been installed.
D. Treatment Chemicals
Will polymer flocculants or treatment chemicals be utilized on this project: Yes No
If yes above, identify where and how polymer flocculants or treatment chemicals will be utilized on this project.
E. Permanent (i.e., Post-Construction) Storm Water Management Controls: Provided below is a description of measures that will be
installed during the construction process to control volume and pollutants in storm water discharges that will occur after construction
operations have been completed.The installation of these devices may be subject to Section 404 of the Clean Water Act.
1. Such practices may include but are not limited to: storm water detention structures (including wet ponds), storm water retention
structures, flow attenuation by use of open vegetated swales and natural depressions, infiltration of runoff on site, and sequential
systems (which combine several practices).
The practices selected for implementation were determined based on the technical guidance in Chapter 41 (Construction Site Storm
Water Pollution Control) of the IDOT BDE Manual. If practices other than those discussed in Chapter 41 are selected for
implementation or if practices are applied to situations different from those covered in Chapter 41, the technical basis for such decisions
will be explained below.
2. Velocity dissipation devices will be placed at discharge locations and along the length of any outfall channel as necessary to provide a
non-erosive velocity flow from the structure to a water course so that the natural physical and biological characteristics and functions are
maintained and protected (e.g., maintenance of hydrologic conditions such as the hydroperiod and hydrodynamics present prior to the
initiation of construction activities).
Description of permanent storm water management controls:
None.
F. Approved State or Local Laws: The management practices, controls and provisions contained in this plan will be in accordance with
IDOT specifications, which are at least as protective as the requirements contained in the IEPA's Illinois Urban Manual. Procedures and
requirements specified in applicable sediment and erosion site plans or storm water management plans approved by local officials shall
be described or incorporated by reference in the space provided below. Requirements specified in sediment and erosion site plans, site
permits, storm water management site plans or site permits approved by local officials that are applicable to protecting surface water
resources are, upon submittal of an NOI, to be authorized to discharge under the Permit ILR10 incorporated by reference and are
enforceable under this permit even if they are not specifically included in the plan.
Description of procedures and requirements specified in applicable sediment and erosion site plans or storm water management plans
approved by local officials:
None.
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