Request for Statements of Interest

Job No. C-93-037-18 Structure Rehabilitation

(SN 047-3000) Millington Road over Fox River

Phase III LaSalle & Kendall Counties

Region 2 District #3

This project will utilize Cost Plus Fixed Fee (CPFF) method of compensation. A DBE goal has not been established for this service. The Complexity Factor for this project is 0.0. The Consultant who is selected for this project and all subconsultants must attend a preconstruction meeting at a date and time to be determined at the Region Two, District Three Office in Ottawa. Phase III engineering services are required for the construction inspection for the rehabilitation of Structure No. 047-3000 carrying County Highway 3 (Millington Road) over the Fox River at Millington, Illinois. Work includes, but is not limited to, installation of a temporary causeway and aggregate access road, construction of steel-framed temporary support systems at each of two existing piers, execution of a jacking sequence to support the existing bridge plate girders during removal and replacement of the concrete/masonry piers, riprap construction at existing abutments, and erosion control work thereto. The project begins at Station 13+95.00 to Station 22+45.00 with a gross and net length of 850 feet (0.161 miles). Quality Assurance (QA) oversight and Contractor’s Quality Control (QC) by the same Consultant or one of their subconsultant(s) on the same project or on material coming in from the same plant are prohibited. At the negotiation meeting, the prime Consultant and the subconsultant(s) will disclose all previous involvement in the district as well as current relationships with contractors. The Consultant’s work includes, but is not limited to, providing staff, vehicles, and appropriate test equipment necessary to complete this project. The Consultant will furnish an Assistant Resident Engineer and an adequate staff to perform the duties required to fulfill the engineering requirements in accordance with the departmental policies.

The Consultant will provide tools of the trade. These tools will include an office computer system capable of running ICORS software. The Consultant will perform on-site inspection, layout including design changes, provide construction layout when not provided for in the contract plans, provide geotechnical inspection and testing, prepare records, maintain documentation, submit pay estimates, change orders and any other duties requiring the services of an engineer to complete this project on a timely basis and in accordance with State specifications. Shop drawing review will be completed by the design engineer of record. The Consultants Statement of Interest will be rated based on: Rating Description

Weighted %

Past Performance in project categories 10 Proposed staffing from Prime and any Subconsultants 30 Available work capacity of firm 10 The firm’s experience in the specific district with required project work 20 Firm’s understanding/method of accomplishing project requirements 20 Project Specific Criteria: Knowledge & experience in bridge construction 10

The anticipated letting date for the construction contract is March 9, 2018 and work is to be completed in 105 working days. The Consultant must complete and submit final measurements, calculations and final contact record documents to the department no later than six (6) weeks after the completion of the project. The total project budget for construction and construction inspection is $1.84 million dollars. Key personnel listed on Exhibit A for this project must include: • Assistant Resident Engineer (Illinois Licensed Professional Engineer is

preferred). • The Document Technician. (The person actively performing the documentation

on the project must possess a current IDOT Construction Documentation certificate and must be ICORS trained.

• The Materials QA Technician. (The person shall have a Level II HMA and PCC

training and IDOT class S-33, Soil Testing)

• Materials Laboratory (AQ HMA/PCC & Aggregate prequalified)

• The Survey Chief.

The prime firm must be prequalified in the Special Services (Construction Inspection) category to be considered for this project. Statements of Interest, including resumes of the key people noted above, must be submitted electronically to the LaSalle County Highway Department at the following address: mail@lasallecountyhighway.org no later than 3:00 P.M. on Tuesday, December 19, 2017. Statement of Interest received will be used by County engineering staff to develop a short-list of three (3) firms. The County will then submit a Request for Proposal (RFP) and schedule interviews with the short-listed firms. The SOI shall be submitted in PDF format viewable with the latest version of Adobe reader. The County will send an email response to provide you with a receipt verifying your submittal. If you plan to utilize a sub-consultant for this project, please note this on your Statement of Interest. Short-listed firms will be posted on our website www.lasallecountyhighway.org. Click the link labeled “Professional Services”. A Statement of Interest (SOI) received after the above noted deadline will not be used as part of our consultant selection process.

PROJECT INFORMATION

Job No. C-93-037-18 Structure Rehabilitation

(SN 047-3000) Millington Road over Fox River

Phase III LaSalle & Kendall Counties

Region 2 District #3

The following sheets are for information only and are NOT final documents.

(Construction) Estimate of Cost Location and brief description (Sta. and land description of beginning; Sta. only for end for county and road districts; street limits for municipality.)

Sections 17-00802-00-BR / 17-00142-00-BR begins at Station 13+95 in a point in Northwest Quarter of Section 30, Township 36 North Range of 6 East of the 3rd Principal Meridian and extends North to Station 22+45. Proposed work consists of installing temporary support and causeways, removal of the existing piers and footings, and constructing new concrete piers and placement of riprap.

Total Project Length 850 ft (0.161 mi)

Net Length 850 ft (0.161 mi) Bridge or Culvert

Surface Type HMA Shoulder Type HMA Length 451’-9”

Width 22'-0" Width 4'-0" Width 31’-2”

Item Number

Items Unit Quantity Unit Price Total Cost

CARRIED FORWARD 20100110 Tree Removal (6 To 15 Units Diameter) UNIT 121.00 20100210 Tree Removal (Over 15 Units Diameter) UNIT 182.00 20201200 Removal And Disposal of Unsuitable Material CU YD 100.00 25100630 Erosion Control Blanket SQ YD 3304.00 28000400 Perimeter Erosion Barrier FOOT 1402.00 40200800 Aggregate Surface Course, Type B TON 1036.00 *50102400 Concrete Removal CU YD 205.40 50200300 Cofferdam Excavation CU YD 69.00 50201121 Cofferdam (Type 2) (Location - 1) EACH 1.00 50201122 Cofferdam (Type 2) (Location - 2) EACH 1.00 50201123 Cofferdam (Type 2) (Location - 3) EACH 1.00 50201124 Cofferdam (Type 2) (Location - 4) EACH 1.00 50300225 Concrete Structures CU YD 216.20 *50300265 Seal Coat Concrete CU YD 72.50 *50500405 Furnishing and Erecting Structural Steel POUND 2912.00 50500505 Stud Shear Connectors EACH 588.00 50800205 Reinforcement Bars, Epoxy Coated POUND 55910.00 51202100 Furnishing Steel Piles HP14x117 FOOT 1372.00 51202305 Driving Piles FOOT 1372.00 51204100 Test Pile Steel HP14x117 EACH 2.00 52100530 Anchor Bolts, 1 1/4" EACH 32.00 63302700 Remove and Reerect Traffic Barrier Terminals, Type 6 EACH 1.00 67100100 Mobilization L SUM 1.00 *Z0001899 Jack and Remove Existing Bearings EACH 8.00 *Z0012755 Structural Repair of Concrete (Depth Greater Than 5 Inches) SQ FT 4.00 *Z0013798 Construction Layout L SUM 1.00 *Z0015500 Debris Removal L SUM 1.00 *Z0073410 Temporary Support System, Location 1 EACH 1.00

Page Total Total Estimated Cost

Made by Satyam Mandloi Date 11/16/2017

Checked by Peter Pascua Date 11/17/2017

Page 1 of 2 BLR 11510 (Rev. 7/05)

Printed on 11/17/2017 11:00 AM

Route

County

Local Agency

Section

LaSalle / Kendall

LaSalle / Kendall

F.A.S 171 (C.H. 3 – Millington Rd.)

17-00802-00-BR / 17-00142-00-BR

Route

County

Local Agency

Section

F.A.S. 171 (C.H. 3 – Millington Rd.) LaSalle / Kendall

LaSalle / Kendall 17-00802-00-BR / 17-00142-00-BR

(Construction) Estimate of Cost Location and brief description (Sta. and land description of beginning; Sta. only for end for county and road districts; street limits for municipality.)

Sections 17-00802-00-BR / 17-00142-00-BR begins at Station 13+95 in a point in Northwest Quarter of Section 30, Township 36 North Range of 6 East of the 3rd Principal Meridian and extends North to Station 22+45. Proposed work consists of installing temporary support and causeways, removal of the existing piers and footings, and constructing new concrete piers and placement of riprap.

Total Project Length 850 ft (0.161 mi)

Net Length 850 ft (0.161 mi) Bridge or Culvert

Surface Type HMA Shoulder Type HMA Length 451’-9”

Width 22'-0" Width 4'-0" Width 31’-2”

Item Number

Items Unit Quantity Unit Price Total Cost

CARRIED FORWARD *Z0073420 Temporary Support System, Location 2 EACH 1.00 *A2001316 Tree, Acer Saccharinum (Silver Maple) 2” Caliper, EACH 2.00

Balled And Burlapped

*X0327286 Substructure Repair (Grout Bags) L SUM 1.00 *X2020410 Earth Excavation (Special) CU YD 1254.00 *X2070302 Porous Granular Embankment, Special TON 4926.00 *X2501000 Seeding, Class 2 (Special) ACRE 0.56 *X2501750 Seeding, Class 4 (Special) ACRE 0.12 *X2501845 Seeding, Class 7 (Special) ACRE 0.25 *X2810210 Stone Riprap, Class A5 (Special) TON 892.00 *X4400220 Curb Removal and Replacement FOOT 25.00 *X7010216 Traffic Control and Protection, (Special) L SUM 1.00

Page Total Total Estimated Cost

Made by Satyam Mandloi Date 11/16/2017

Checked by Peter Pascua Date 11/17/2017

Page 2 of 2 BLR 11510 (Rev. 7/05)

Printed on 11/17/2017 11:00 AM

PRELIMINARYNOT FOR CONSTRUCTION

PRELIMINARYNOT FOR CONSTRUCTION

PRELIMINARYNOT FOR CONSTRUCTION

PRELIMINARYNOT FOR CONSTRUCTION

NOT FOR CONSTRUCTIONPRELIMINARY

PRELIMINARYNOT FOR CONSTRUCTION

NOT FOR CONSTRUCTIONPRELIMINARY