36C25219B0060-001.docx

36C25219B0060

1. SOLICITATION NUMBER

2. TYPE OF SOLICITATION

3. DATE ISSUED

PAGE OF PAGES

4. CONTRACT NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

6.

PROJECT NUMBER

7. ISSUED BY

CODE

8. ADDRESS OFFER TO

a. NAME

b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date) 12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12b. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

STANDARD FORM 1442 (REV.

8/2014)

STANDARD FORM 1442

Prescribed by GSA-FAR (48 CFR) 52.236-1(d)

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

SOLICITATION

SOLICITATION

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

SEALED BID (IFB)

NEGOTIATED (RFP)

11. The Contractor shall begin performance within ____________ calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory negotiable. (See _____________________________).

YES

NO

a.

Sealed offers in original and ___________________copies to perform the work required are due at the place specified in Item 8 by _____________ (hour) local time _____________________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that t ime. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, the date and time offers are due.

b.

An offer guarantee is, is not required.

c.

All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d.

Offers providing less than _______________________ calendar days for Government accepta nce after the date offers are due will not be considered and will be rejected.

36C25219B0060 X 08-16-2019

TBD

578-19-029 36C252 Department of Veterans Affairs Great Lakes Acquisition Center

(GLAC)

3001 Green Bay Road Building 1, Room 329 North Chicago IL 60064-3048 Department of Veterans Affairs Great Lakes Acquisition Center (GLAC) 3001 Green Bay Road Building 1, Room 326 North Chicago IL 60064-3048 Regina Rockwood regina.rockwood@va.gov

The contractor shall provide all labor, material, supplies, equipment, management, supervision and all other resources to perform 'Restore Paved Surfaces at Hines' for various areas in accordance with the drawings and specifications.

This acquisition shall be 100% set-aside for Service-Disabled Veteran-Owned Small Business (SDVOSB) concerns per the authority of 38 U.S.C. 8127 (Public Law 109-461). In accordance with VAAR 819.7003(b), at the time of submission bids, and prior to award of any contract, the offeror must represent to the CO that it is (1) SDVOSB eligible under VAAR 819.70; (2) small business concern under the NAICS code assigned to this acquisition; (3) SDVOSB listed as verified in the VIP database at www.vip.vetbiz.gov.

The magnitude of construction is between $1,000,000 and $2,000,000

Wage Rate Requirement for this acquisition is IL190009.

A pre-bid construction conference/site visit is scheduled IAW FAR 52.236-27.

Award will be made to the responsible bidder who submits the lowest priced responsive bid. A single award will be made. The bid opening will occur at the Captain James A. Lovell Federal Health Care Center, 3001 Green Bay Road Building 1, Room 328, North Chicago, IL 60064.

X 52.211-10 X 10 Days After Award 2:00 pm CST 09-16-2019 X

14. NAME AND ADDRESS OF OFFEROR

15. TELEPHONE NUMBER

16. REMITTANCE ADDRESS

CODE

FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of the solicitation, if this offer is accepted by the Government in writing within __________ calendar days after the date offers are due.

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT

OF AMENDMENTS

AMENDMENT

NUMBER

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER 20b. SIGNATURE 20c. OFFER DATE

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS

SHOWN IN

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c)( 41 U.S.C. 3304(a) (

26. ADMINISTERED BY

27. PAYMENT WILL BE MADE BY

PHONE:

FAX:

28. NEGOTIATED AGREEMENT

29. AWARD

Your Contractor agrees offer on this solicitation is hereby accepted as to the items listed. This to furnish and deliver all items or perform all work requirements identified award consummates the contract, which consists of (a) the Government on this form and any continuation sheets for the consideration stated in solicitation and your offer, and (b) this contract award. No further cont-this contract. The rights and obligations of the parties to this contract ractual document is necessary.

shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

30a. NAME AND TITLE O

F CONTRACTOR OR PERSON AUTHORIZED

31a. NAME OF CONTRACTING OFFICER

TO SIGN

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. AWARD DATE

BY

OFFER

AWARD

STANDARD FORM 1442 (REV. 8/2014) BACK

(Include ZIP Code) (Include area code) (Include only if different than Item 14.)

(Insert any number equal to or greater than the minimum requirement stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each) (Type or print) (4 copies unless otherwise specified) (Type or print) (Type or print) (Contractor is required to sign this document and return ______ _ copies to issuing office.)

(Contractor is not required to sign this document.)

(Must be fully completed by offeror) (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

36C252 Department of Veterans Affairs

GLAC-NORTH CHICAGO IL

3001 Green Bay Road Building 1, Room 326 North Chicago IL 60064-3048 Department of Veterans Affairs Financial Services Center PO Box 149971 Austin TX 78714-9971 877-353-9791 512-460-5540

BID SCHEDULE

VA Project: 578-19-029 Restore Paved Surfaces at Hines

ITEM INFORMATION

Base Bid

LUMP SUM:

Base Bid Project 578-19-029 Restore Paved Surfaces at Hines- Contractor shall provide for all labor, materials, equipment, qualified supervision, and other items designed in this contract for Area 1 in accordance with the specifications and drawings within 131 days of Notice to Proceed. Project 578-19-029 Restore Paved Surfaces at Hines is located at the Edward Hines Jr. VA Hospital Campus, Hines, Illinois 60141.

ORDER of PRIORITY:

Additive Bid Item 1 LUMP SUM:

Additive Bid Item 1:

Includes all work associated with Area 2 as referenced in the Statement of Work (SOW). All work will be completed within 21 days at the Edward Hines Jr. VA Hospital Campus, Hines, Illinois 60141.

Additive Bid Item 2 LUMP SUM:

Additive Bid Item 2:

Includes all work associated with Area 3 as referenced in the Statement of Work (SOW). All work will be completed within 14 days at the Edward Hines Jr. VA Hospital Campus, Hines, Illinois 60141.

Additive Bid Item 3 LUMP SUM:

Additive Bid Item 3:

Includes all work associated with Area 5 as referenced in the Statement of Work (SOW). All work will be completed within 10 days at the Edward Hines Jr. VA Hospital Campus, Hines, Illinois 60141.

Additive Bid Item 4 LUMP SUM:

Additive Bid Item 4:

Includes all work associated with Area 6, both locations as referenced in the Statement of Work (SOW). All work will be completed within 19 days at the Edward Hines Jr. VA Hospital Campus, Hines, Illinois 60141.

Additive Bid Item 5 LUMP SUM:

Additive Bid Item 5:

Includes all work associated with Area 8 as referenced in the Statement of Work (SOW). All work will be completed within 10 days at the Edward Hines Jr. VA Hospital Campus, Hines, Illinois 60141.

Additive Bid Item 6 LUMP SUM:

Additive Bid Item 6:

Includes all work associated with Area 9, 10, 11, 12 and Area 13 as referenced in the Statement of Work (SOW). All work will be completed within 36 days at the Edward Hines Jr. VA Hospital Campus, Hines, Illinois 60141.

Additive Bid Item 7 LUMP SUM:

Additive Bid Item 7:

Includes all work associated with Area 4 as referenced in the Statement of Work (SOW). All work will be completed within 24 days at the Edward Hines Jr. VA Hospital Campus, Hines, Illinois 60141.

Additive Bid Item 8 LUMP SUM:

Additive Bid Item 8:

Includes all work associated with Area 7, all 3 locations as referenced in the Statement of Work (SOW). All work will be completed within 45 days at the Edward Hines Jr. VA Hospital Campus, Hines, Illinois 60141.

Note: If all above items are awarded, total project POP will be 191 days from NTP.

NOTICE TO BIDDERS:

Award will be made to the responsible bidder who submitted the lowest, responsive bid and a single award will be made. Bids will be evaluated in accordance with VAAR 852.236-92: Notice to Bidders - Additive or Deductive Bid Line Items. This procurement will be evaluated as additive line items. Prior to the opening of bid, the Government will determine the amount of funds available for the project. The low bid shall be the bidder that offers the lowest aggregate amount for the first or base line item, plus or minus (in the order stated in the list of priorities in the bid schedule) those additive line items that provide the most features within the funds determined available. See VAAR 852.236-92 for further details. Offerors should quote a price on each Additive Bid Item separately without dependencies otherwise, the offer will be found non-responsive.

ILLINOIS STATE SALES TAX EXEMPTION

The Illinois Administrative Code, 130.2075 allows construction contractors to be exempt from Retailers Occupation Tax and Use Tax within the State of Illinois when the materials are for Incorporation into real estate owned by Governmental bodies. For purposes of this authority, a Construction Contractor is defined as a General Contractor or a Subcontractor 86 Ill.Adm.Code 130.1940(a)(1). Materials, are defined as all of the tangible personal property, including fixtures, which enter into a structure or otherwise become incorporated into real estate 86 Ill.Adm.Code 130.1940(a)(5), but do not include tools, fuel, lumber for forms and other end use or consumption items which are not incorporated into the real property 86 Ill.Adm.Code 130.2075(d)(3).

Prospective offerors are notified that under 86 Ill.Adm.Code 130.2075, purchase of applicable materials within the State of Illinois to be incorporated into the real property of Hines VA Medical Facility may be exempt from Illinois Retailers’ Occupation Tax and Use Tax. VA will furnish a Certificate to the successful awardee under this solicitation that contains appropriate information that will allow the awardee to take advantage of this tax exemption within the State of Illinois for the project identified in this solicitation. Prime contractors may furnish the certificate to its subcontractors for use on this project. All bids received in response to this solicitation are presumed to reflect any tax benefit that may be realized upon receipt of this certificate.

End of Section

Northern Design Works 00000 – Blank Section Page 1 of 1 Page 1 of Statement of Work

Restore Paved Surfaces at Hines Project 578-19-029 June 27, 2019

A) Mission.

Engineering Service’s mission is the total oversight and management of the environment of care, as it pertains to the physical infrastructure and base plant operations, at the Edward Hines VA Hospital. Engineering support is for customers that include, but are not limited to, patients, visitors, clinic staff and administrative employees.

B) Goals.

The goal of this project is to restore pave surfaces and adjacent storm sewer structures on the Hines campus.

C) Current Conditions.

The past winter was extraordinarily hard on the paved surfaces of the Hines campus. The freeze/thaw temperature swings coupled with large construction projects have left the surfaces damaged. There are numerous roads with potholes, sink holes, collapsed storm sewers, damaged curbs, and missing sections of adjacent sidewalk.

D) Justification.

Due to the safety issues of the roadway and adjacent structures, the restoration of the paved surfaces has become a priority. This project will correct the following FCA deficiencies:

1) Record No. 241161 for Site Access which was graded as a “D”.

2) Record No. 161430 for Site Access which was graded as a “D”.

3) Record No. 43047 for Storm Water Mains which was graded as a “D”.

E) Objectives.

The objectives of this project are to:

1) Mill and pave roadways and other surfaces on the Hines campus.

2) Remove abandoned train tracks.

3) Repair by replacement collapsed storm sewers.

4) Repair by replacement sections of damaged curbs and gutters.

5) Install curbs and gutters as requested.

6) Install sidewalks as requested.

7) Restore pavement striping, stop bars, parking striping.

8) Install an in-road stoplight sensor at the campus entrance at Roosevelt Road.

9) Perform the work in a manner least likely to interfere with the daily operations of this clinic.

F) Acronyms and Definitions.

The following is a listing of acronyms and/or definitions to terms that may be used in this document.

G) Requirements.

Where a conflict exists between the Statement of Work (SOW) requirements and the requirements of other associated contract documents, the SOW requirements shall prevail.

This SOW presumes the contractor will not need access to the Hines LAN or any VA Sensitive Information to execute the contract.

The awarded Contractor will adhere to all codes, standards, guidelines and design requirements found in the VA’s Technical Information Library (TIL) including but not limited to the following:

1) Pre-bid site visit:

a. A pre-construction site walk through is encouraged and should be coordinated by the CO. The intent of this walkthrough is to give the contractor access to the project site so that an accurate evaluation of the project requirements and site assessment can be made.

b. Contractor shall coordinate with the COR to schedule the site visit seven (7) calendar days prior to the requested date.

2) RFI Submittals:

a. The contractor shall submit any RFI’s resulting from the site visit within five (5) working days after the inspection to the CO.

b. Unless otherwise stated the contractor shall allow the COR and CO ten (10) working days to respond to an RFI.

3) The contractor shall post and maintain the final signed ICRA and ILSM (when issued) at the entrance to the site barriers for the duration of the project. The contractor will update the postings when new documents are issued.

4) Equipment Lead time:

a. Equipment lead times line shall be incorporated in to the project schedule and used in conjunction with the baseline for the project start date.

5) EHVAH Permits:

a. Unless otherwise stated the contractor shall submit for all required VA permits (i.e. above ceiling or dig) fourteen (14) calendar days prior to the event based on the approved project schedule with the COR.

6) Project Pay Applications:

a. All submitted project pay applications require certified payroll and waste report documents to be current with each pay submission.

b. Certified payroll documents shall be submitted to the COR weekly.

c. Approval of all invoices will require documents to be current.

7) Work outside of normal business hours or weekends:

a. All work performed after hours or on weekends requires coordination with the COR and shall be requested fourteen (14) calendar days prior in writing or e-mail to the COR for approval.

b. No work shall take place without written or e-mail confirmation from the project COR.

8) Utility Shutdowns:

a. Contractor shall provide twenty-one (21) calendar days’ advance notice for any planned utility shutdowns to all allow the station to notify staff/visitors and prepare contingency plans if necessary.

b. Planned utility shutdowns should be indicated on the project schedule.

9) Submittals and Shop Drawings:

a. Unless otherwise stated the contractor shall provide shop drawings and equipment submittals for review and approval by the COR seven (7) calendar days prior to the start of construction.

b. No work shall be started prior to review and approval by the COR.

10) Certifications:

a. When applicable, the contractor shall provide certification for all personnel performing any welding and shall certify all welds prior to the start-up of any of the units.

b. These certifications shall be supplied to the COR and retained as a permanent record of the project folder.

c. Personnel certifications shall be provided to the COR prior to the start of construction.

d. All weld certifications shall be provided to the COR at the end of every work week when applicable.

11) OSHA Certification:

a. The contractor shall have an OSHA certified site superintendent on site whenever any work is being performed.

b. A copy of the OSHA certification shall be supplied to the COR prior to the start of any work and retained as part of the project folder.

12) Post-Award meeting:

a. The meeting shall be coordinated through the COR and CS/CO.

b. The meeting shall take place after the Notice to Proceed has been issued but prior to the start of demolition/construction.

c. The contractor shall schedule and attend a “Page-Turn” meeting in which the COR will be in attendance. The goal of this meeting is to clarify any confusion the contractor may have regarding the contract documents in advance of commencing construction activities, delivery of project submittals, submission of the project schedule, the coordination of project phasing, etc.

H) Constraints.

1) Work hours for EHVAH staff are from 7:30 am until 4:00 pm, Monday through Friday.

2) Photographs may be taken of the work performed at the jobsite. However, photographs containing patients and/or staff are a violation of the Patient Privacy and hospital policy. Both violations are subject to penalties and dismissal. Permission from the EHVAH Public Affairs Officer (PAO) is required and should be coordinated with the project COR.

3) Exploratory demolition is permitted but must be coordinated with the COR.

4) All contractors visiting or working on the jobsite will need to receive a temporary PIV badge. The procedure to follow is:

a. Contractors must FIRST begin the sponsorship process by visiting Hines Engineering Services in Room 119 in Building 2. They will complete a “Request for a PIV card” form and return the form to the receptionist. See Attachment 25.

b. Contractors must then get their fingerprints done by Human Resources located in Building 17. It takes between 3-5 days at least for fingerprints clear.

c. Once fingerprints have cleared, the person will be sponsored and contacted to return to Human Resources to complete the PIV process.

d. They then call the PIV office (708) 202-5170 to make arrangements for the issuance of a PIV badge.

I) Tasks and Responsibilities.

A pre-construction (kick-off) meeting between the Contracting Officer (CO) or Contracting Specialist (CS), the Contracting Officers Representative (COR), and key GC team members will be conducted to review project objectives, scope, deliverables, communication, site access, schedule, and responsibilities. During this meeting the Notice to Proceed (NTP) should be signed. After this meeting the awarded GC firm shall provide their services according to the approved project schedule.

1) Preconstruction Period: The Contractor shall provide the following:

a. Logistics Plan: A comprehensive narrative describing the chronological planned development of the project. The Logistics Plan includes an organizational chart, hourly rates, staging plan, description of means and methods, and hours of work.

b. Construction Security Plan: Defines both physical and administrative security.

c. Construction Phasing Plan: It is the CONTRACTOR'S responsibility to develop a work plan and schedule detailing, at a minimum, the procedures to be employed, the equipment and materials to be used, the interim life safety measure to be used during the work, and a schedule defining the duration of the work with milestone subtasks.

d. Submittal Registry: The Submittal Registry shall include a listing of all documentation required for pre-approved submissions including shop drawings, technical data, product performance information, calculations, and samples.

e. Accident Prevention Plan: The APP (aka Construction Safety & Health Plan) shall interface with the Contractor's overall safety and health program.

f. Activity Hazard Analyses: AHAs are also known as Job Hazard Analyses, Job Safety Analyses, and Activity Safety Analyses.

g. Construction Schedule: WBS schedule including start/end dates, duration and sequencing, preferably in MS Project or Primavera format (include floats).

h. Schedule of Values: A detailed Breakdown for Payment, including design stages, work performed and work invoiced per Progress Payment submission.

i. Existing Conditions Survey: Before any work is started, the Contractor shall make a thorough survey with the COR of the buildings or areas of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by both, to the Contracting Officer.

j. Infection Control Plan (ICP): Narrative description of the dust control and debris disposal process including disposal destination and methodology.

k. Quality Control Plan (QCP): Describes the methods by which the Contractor will ensure all work is being accomplished in accordance with specifications and this SOW.

l. Environmental Protection Plan: The Contractor shall meet with the COR to discuss the proposed Environmental Protection Plan and to develop mutual understanding relative to details of environmental protection.

m. Document Submissions. All documents included as Attachments to this SOW that are required to be filled out and signed or jointly signed by the Contractor.

n. Demolition Debris Management Plan.

o. Certificates, Licenses, and Training Documents.

p. Obtain PIV badges.

q. RFI’s: Other than those resulting directly from demolition or construction.

2) Construction Period: The Contractor shall provide the following during construction services:

a. Display the signed PCRA, ICRA, ILSM and Emergency Contact Information in a location coordinated with the COR.

b. Attending biweekly construction meetings which are facilitated by the COR.

c. Submit RFI’s during construction as necessary.

d. Issue biweekly field reports of construction progress to the COR.

e. Attend field inspections and punch list inspections as requested by the COR.

3) Construction Close-out Period:

a. The Contractor shall provide the following:

1. Inspection and Approval by the COR and/or the CO.

2. Final Approval and Beneficial Occupancy when applicable.

3. Warranties documents and O&M Manuals.

4. As-built drawings and record submittals.

5. Staff training when applicable.

6. Contractor Release of Claims.

7. All Waste Reports submitted per Safety and Health during Construction Activities.

8. Existing Conditions Re-survey.

b. The COR shall review the contractor close-out submissions for thoroughness and conformance with the contract document requirements. The COR shall also review field-marked as-built drawings for conformance with final installations.

c. The COR shall utilize these as-built drawings and specifications from the contractor and generate as recorded drawings and specifications.

J) Deliverables.

1) The contractor shall provide all submittals required by the Specifications Book. In addition, the contractor shall provide material data and/or shop drawings for the following items:

a. Phasing plan for all accepted CLINs awarded with the contract.

b. Asphalt mix, properties, and characteristics.

c. Concrete mix, properties, and characteristics.

d. Pavement markings properties and characteristics.

e. Parking striping and layout for Area 3 and Area 7 Location 1 parking lots.

f. In-road, inductive loop, traffic light sensor.

K) Scope of Work.

The Scope of Work for this project includes all labor, management, and materials to restore pave surfaces and adjacent structures on the Hines campus. All measurements/dimensions are approximate. Contractor must verify all measurements/dimensions.

The Contractor shall inspect the area under contract prior to commencing work and identify any pre-existing damage and provide an Existing Site Conditions report with related photos to the Contracting Officer for review and approval.

Any deviation from this scope of work requires the express authorization of the Contracting Officer. The Contracting Officer Representative (COR) does not hold the authority to authorize changes to this scope of work.

1) CLINs – The project is divided into nine (9) Contract Line Item Numbers (CLINs). The CLINs may be awarded in all or part depending upon the availability of funds. For this project, the selected CLINs will be awarded in the order of priority as identified below:

a. 1st CLIN consists of all work associated with Area 1.

b. 2nd CLIN consists of all work associated with Area 2

c. 3rd CLIN consists of all work associated with Area 3.

d. 4th CLIN consists of all work associated with Area 5.

e. 5th CLIN consists of all work associated with Area 6.

f. 6th CLIN consists of all work associated with Area 8

g. 7th CLIN consists of all work associated with

· Area 9, both locations.

· 2.Area 10.

· 3.Area 11, both locations.

· 4.Area 12, both locations.

· 5.Area 13, both locations.

b. 8th CLIN consists of all work associated with Area 4.

c. 9th CLIN consists of all work associated with Area 7, all 3 locations

2) 1. AREA 1.

a. Area 1:

1. Notify the COR and Hines of the dates of road closure at least 21 days in advance of the start of work.

2. Submit Dig Permit at least 14 days prior to the start of work in the area.

3. Install temporary road barriers and detour signage to control traffic.

4. Maintain staff, patient, and visitor access to adjacent buildings during demolition and construction per specifications.

5. Remove both sets of railroad tracks entirely from the roadway and up to 10 feet on both sides of Air Mail Road. Dispose of properly.

6. Sawcut asphalt at work boundary edges. Mill existing asphalt road lot surface to a depth of 2”. If necessary, mill around any existing structures in the roadway to remain in place. Remove debris and dispose of off-site at an approved location. Approximate area is 21,105 SF as noted in Attachment 6.

7. Remove approximately 72 LF of curb cuts on the south side of Air Mail Road as noted in Attachment 6 and replace with new curb cut.

i. Place and compact 6” thick aggregate base for curb and gutter. Profile of curb and gutter shall match existing.

ii. Dowel curb cuts into the existing adjacent curb structures.

iii. Place 3500 psi, air-entrained, fiber-mesh reinforced concrete. Elevation shall match adjacent curb elevation. Apply curing compound

8. Install approximately 90 LF of curbs on the south side of Air Mail Road as noted in Attachment 6.

i. Place and compact 6” thick aggregate base for curb and gutter. Profile of curb and gutter shall match existing.

ii. Dowel curbs and gutter into the existing adjacent curb structures.

iii. Place 3500 psi, air-entrained, fiber-mesh reinforced concrete. Elevation shall match adjacent curb elevation. Apply curing compound.

9. Install approximately 110 LF of curbs on the north side of Air Mail Road as noted in Attachment 6.

i. Place and compact 6” thick aggregate base for curb and gutter. Profile of curb and gutter shall match existing.

ii. Dowel curbs and gutter into the existing adjacent curb structures.

iii. Place 3500 psi, air-entrained, fiber-mesh reinforced concrete. Elevation shall match adjacent curb elevation. Apply curing compound.

10. Install approximately 660 SF of sidewalk on the north side of Air Mail Road as noted in Attachment 6.

i. Place and compact 6” thick aggregate base for sidewalk. Sidewalk finish shall match existing.

ii. Dowel sidewalk into the existing adjacent sidewalk structures.

iii. Place 3500 psi, air-entrained, fiber-mesh reinforced concrete. Elevation shall match adjacent curb and sidewalk elevation. Apply curing compound.

11. Remove and replace the six (6) storm drain catch basins. See Attachments 5 and 6.

i. Remove existing curbs and gutters to nearest cold joint on each side and at each storm basin to be repaired. Approximately 82 LF total.

ii. Excavate approximately 125 cubic yards of spoils and dispose of properly.

iii. Remove storm basins and broken storm piping.

iv. Install approximately 90 LF of new 6” SDR piping under roadway between the basins and to storm main.

v. Install new precast storm drain catch basins in a size equivalent to the ones removed. Connect to existing storm drain mains which may be as deeps as 12 feet below grade. Pipe sizes can be found on Attachment 5.

vi. Jet all new storm drain piping in all directions to ensure piping is free of debris.

vii. Backfill excavated trench with crushed gravel or crushed stone for pipe bed.

viii. Backfill remaining trench with loose fill and asphalt base.

ix. Install new curbs and gutters at each new storm basin. Approximately 82 LF. Place and compact 6” thick aggregate base for curb and gutter. Dowel curbs and gutter into the existing adjacent curb structures. Profile of curb and gutter shall match existing. Place 3500 psi, air-entrained, fiber-mesh reinforced concrete. Elevation shall match adjacent curb elevation. Apply curing compound.

12. Sweep the surface to receive new paving and apply tack coat.

13. Install wedge and feather asphalt course, as required, to provide a smooth surface free from deviations. Install a 2” thick asphalt surface course. Approximate area is 21,105 SF. Paving shall provide positive and continuous drainage to storm sewer inlet structures.

14. Install pavement markings at locations as existed prior to the milling of the pavement including the markings added after the photos were taken.

i. Allow pavement cure times prior to applying paint to new asphalt surface, as per paint manufacturer’s instructions.

ii. Ensure weather conditions meet or exceed manufacturer’s application instructions and requirements.

15. Restore adjacent landscaping to match existing prior to the start of the project.

i. Backfill behind curbs and sidewalk to restore areas disturbed with new top soil and sod. Spoils, grass seed, and seed blankets will not be deemed an acceptable substitute.

ii. Coordinate with COR and Hines Grounds regarding watering of installed sod.

16. Clean work area.

i. Sweep the street, curb, gutter, and sidewalk the entire length of the impacted area. Dispose of loose debris properly.

17. Remove temporary road barriers and detour signage to control traffic.

3) AREA 2.

a. Area 2:

1. Notify the COR and Hines of the dates of road closure at least 21 days in advance of the start of work.

2. Submit Dig Permit at least 14 days prior to the start of work in the area.

3. Install temporary road barriers and detour signage to control traffic.

4. Maintain staff, patient, and visitor access to adjacent buildings during demolition and construction per specifications.

5. Return steel plates in roadway to Hines Grounds Section.

6. Sawcut asphalt at work boundary edges. Mill existing asphalt road lot surface to a depth of 2”. If necessary, mill around any existing structures in the roadway to remain in place. Remove debris and dispose of off-site at an approved location. Approximate area is 10,476 SF as noted in Attachment 7.

7. Remove and replace the area drain structure in the roadway. See Attachments 5 and 7.

i. Excavate approximately 40 cubic yards of spoils and dispose of properly.

ii. Remove area drain structure and broken storm piping.

iii. Install approximately 50 LF of new 12” SDR piping under roadway between the basins and to storm main.

iv. Install new precast area drain structure in a size equivalent to the one removed. Connect to existing storm drain mains which may be as deeps as 12 feet below grade. Pipe sizes can be found on Attachment 5.

v. Jet all new storm drain piping in all directions to ensure piping is free of debris.

vi. Backfill excavated trench with crushed gravel or crushed stone for pipe bed.

vii. Backfill remaining trench with loose fill and asphalt base.

8. Sweep the surface to receive new paving and apply tack coat.

9. Install wedge and feather asphalt course, as required, to provide a smooth surface free from deviations. Install a 2” thick asphalt surface course. Approximate area is 10,476 SF. Paving shall provide positive and continuous drainage to storm sewer inlet structures.

10. Install pavement markings at locations as existed prior to the milling of the pavement including the markings added after the photos were taken.

i. Allow pavement cure times prior to applying paint to new asphalt surface, as per paint manufacturer’s instructions.

ii. Ensure weather conditions meet or exceed manufacturer’s application instructions and requirements.

11. Restore adjacent landscaping to match existing prior to the start of the project.

i. Where applicable, restore areas disturbed with new top soil and sod. Spoils, grass seed, and seed blankets will not be deemed an acceptable substitute.

ii. Coordinate with COR and Hines Grounds regarding watering of installed sod.

12. Clean work area.

i. Sweep the street, curb, and gutter the entire length of the impacted area. Dispose of loose debris properly.

13. Remove temporary road barriers and detour signage to control traffic.

4) AREA 3.

a. Area 3:

1. Notify the COR and Hines of the dates of road closure at least 21 days in advance of the start of work.

2. Install temporary road barriers and detour signage to control traffic.

3. Maintain staff, patient, and visitor access to adjacent buildings during demolition and construction per specifications.

4. Sawcut asphalt at work boundary edges. Mill existing asphalt parking lot surface to a depth of 2”. If necessary, mill around any existing structures in the parking lot to remain in place. Remove debris and dispose of off-site at an approved location. Approximate area is 10,207 SF as noted in Attachment 8.

5. Sweep the surface to receive new paving and apply tack coat.

6. Install wedge and feather asphalt course, as required, to provide a smooth surface free from deviations. Install a 2” thick asphalt surface course. Approximate area is 10,207 SF. Paving shall provide positive and continuous drainage to storm sewer inlet structures.

7. Install parking markings at locations as existed prior to the milling of the pavement including the markings added after the photos were taken.

i. Allow pavement cure times prior to applying paint to new asphalt surface, as per paint manufacturer’s instructions.

ii. Ensure weather conditions meet or exceed manufacturer’s application instructions and requirements.

8. Restore adjacent landscaping to match existing prior to the start of the project.

i. Where applicable, restore areas disturbed with new top soil and sod. Spoils, grass seed, and seed blankets will not be deemed an acceptable substitute.

ii. Coordinate with COR and Hines Grounds regarding watering of installed sod.

9. Clean work area.

i. Sweep the parking lot, curb, gutter, and sidewalks the entire length of the impacted area. Dispose of loose debris properly.

10. Remove temporary road barriers and detour signage to control traffic.

5) AREA 4.

a. Area 4:

1. Notify the COR and Hines of the dates of road closure at least 21 days in advance of the start of work.

2. Coordinate Pace and school bus re-routing with COR at least 21 days in advance of the start of work.

3. Submit Dig Permit at least 14 days prior to the start of work in the area.

4. Install temporary road barriers and detour signage to control traffic.

5. Maintain staff, patient, and visitor access to adjacent buildings during demolition and construction per specifications.

6. Sawcut asphalt at work boundary edges. Mill existing asphalt road lot surface to a depth of 2”. If necessary, mill around any existing structures in the roadway to remain in place. Remove debris and dispose of off-site at an approved location. Approximate area is 32,609 SF as noted in Attachment 9.

7. Remove approximately 60 LF of curb cuts on the west side of Tripp Avenue as noted in Attachment 9 and replace with new curb cut.

i. Place and compact 6” thick aggregate base for curb and gutter. Profile of curb and gutter shall match existing.

ii. Dowel curb cuts into the existing adjacent curb structures.

iii. Place 3500 psi, air-entrained, fiber-mesh reinforced concrete. Elevation shall match adjacent curb elevation. Apply curing compound.

8. Replace 108 SF of sidewalk on the west side of Tripp Avenue as noted in Attachment 9.

i. Place and compact 6” thick aggregate base for sidewalk. Sidewalk finish shall match existing.

ii. Dowel sidewalk into the existing adjacent sidewalk structures.

iii. Place 3500 psi, air-entrained, fiber-mesh reinforced concrete. Elevation shall match adjacent curb and sidewalk elevation. Apply curing compound.

9. Remove and replace the three (3) storm drain catch basins. See Attachments 5 and 9.

i. Remove existing curbs and gutters to nearest cold joint on each side and at each storm basin to be repaired. Approximately 40 LF total.

ii. Excavate approximately 60 cubic yards of spoils and dispose of properly.

iii. Remove storm basins and broken storm piping.

iv. Install approximately 60 LF of new 6” SDR piping under roadway between the basins and the area drain structure in the roadway or storm main.

v. Install new precast storm drain catch basins in a size equivalent to the ones removed. Connect to existing storm drain mains which may be as deeps as 12 feet below grade. Pipe sizes can be found on Attachment 5.

vi. Jet all new storm drain piping in all directions to ensure piping is free of debris.

vii. Backfill excavated trench with crushed gravel or crushed stone for pipe bed.

viii. Backfill remaining trench with loose fill and asphalt base.

ix. Install new curbs and gutters at each new storm basin. Approximately 40 LF. Place and compact 6” thick aggregate base for curb and gutter. Dowel curbs and gutter into the existing adjacent curb structures. Profile of curb and gutter shall match existing. Place 3500 psi, air-entrained, fiber-mesh reinforced concrete. Elevation shall match adjacent curb elevation. Apply curing compound.

10. Sweep the surface to receive new paving and apply tack coat.

11. Install wedge and feather asphalt course, as required, to provide a smooth surface free from deviations. Install a 2” thick asphalt surface course. Approximate area is 32,609 SF. Paving shall provide positive and continuous drainage to storm sewer inlet structures.

12. Install new in-road, inductive loop, traffic light sensor and connect to existing traffic pole system.

i. Coordinate the installation with the Village of Maywood and the Illinois Department of Transportation (IDOT).

ii. The inductive loop shall meet IDOT requirements for a Type I detector loop and shall consist of furnishing a detector loop wire enclosed in a flexible tubing and installing it in a sawed slot in the pavement.

iii. The inductive loop shall meet the requirements of Section 1079 – Detective Loop of IDOT’s Standard Specifications for Road and Bridge Construction. A copy of the 2012 version is found as Appendix 1 on the Specification Book per Attachment 26.

iv. The in-road traffic light sensor shall be located behind the newly position painted stop bar as noted below.

13. Install pavement markings at locations as existed prior to the milling of the pavement including the markings added after the photos were taken.

i. The sole exception will be the stop bar for northbound traffic at Roosevelt Road. The stop bar shall be place 10 LF to the south of its current location to allow a greater radius for buses turning onto the station from westbound Roosevelt Road.

ii. Allow pavement cure times prior to applying paint to new asphalt surface, as per paint manufacturer’s instructions.

iii. Ensure weather conditions meet or exceed manufacturer’s application instructions and requirements.

14. Restore adjacent landscaping to match existing prior to the start of the project.

i. Backfill behind curbs and sidewalk to restore areas disturbed with new top soil and sod. Spoils, grass seed, and seed blankets will not be deemed an acceptable substitute.

ii. Coordinate with COR and Hines Grounds regarding watering of installed sod.

15. Clean work area.

i. Sweep the street, curb, gutter, and sidewalks the entire length of the impacted area. Dispose of loose debris properly.

16. Remove temporary road barriers and detour signage to control traffic.

6) AREA 5.

a. Area 5:

1. Notify the COR and Hines of the dates of road closure at least 21 days in advance of the start of work.

2. Coordinate Pace and school bus re-routing with COR at least 21 days in advance of the start of work.

3. Install temporary road barriers and detour signage to control traffic.

4. Maintain staff, patient, and visitor access to adjacent buildings during demolition and construction per specifications.

5. Sawcut asphalt at work boundary edges. Mill existing asphalt road surface to a depth of 2”. If necessary, mill around any existing structures in the roadway to remain in place. Remove debris and dispose of off-site at an approved location. Approximate area is 5,635 SF as noted in Attachment 10.

6. Sweep the surface to receive new paving and apply tack coat.

7. Install wedge and feather asphalt course, as required, to provide a smooth surface free from deviations. Install a 2” thick asphalt surface course. Approximate area is 5,635 SF. Paving shall provide positive and continuous drainage to storm sewer inlet structures.

8. Install pavement markings at locations as existed prior to the milling of the pavement including the markings added after the photos were taken.

i. Allow pavement cure times prior to applying paint to new asphalt surface, as per paint manufacturer’s instructions.

ii. Ensure weather conditions meet or exceed manufacturer’s application instructions and requirements.

9. Restore adjacent landscaping to match existing prior to the start of the project.

i. Where applicable, restore areas disturbed with new top soil and sod. Spoils, grass seed, and seed blankets will not be deemed an acceptable substitute.

ii. Coordinate with COR and Hines Grounds regarding watering of installed sod.

10. Clean work area.

i. Sweep the street, curb, and gutter the entire length of the impacted area. Dispose of loose debris properly.

11. Remove temporary road barriers and detour signage to control traffic.

7) AREA 6.

a. Area 6 – Location 1:

1. Notify the COR and Hines of the dates of road closure at least 21 days in advance of the start of work.

2. Coordinate Pace and school bus re-routing with COR at least 21 days in advance of the start of work.

3. Submit Dig Permit at least 14 days prior to the start of work in the area.

4. Install temporary road barriers and detour signage to control traffic.

5. Maintain staff, patient, and visitor access to adjacent buildings during demolition and construction per specifications.

6. Sawcut asphalt at work boundary edges. Mill existing asphalt road surface to a depth of 2”. If necessary, mill around any existing structures in the roadway to remain in place. Remove debris and dispose of off-site at an approved location. Approximate area is 264 SF as noted in Attachment 11.

7. Remove and replace the two (2) storm drain catch basins. See Attachments 5 and 11.

i. Remove existing curbs and gutters to nearest cold joint on each side and at each storm basin to be repaired. Approximately 24 LF.

ii. Excavate approximately 40 cubic yards of spoils.

iii. Remove storm basins and broken storm piping.

iv. Install approximately 30 LF of new 8” SDR piping under roadway between the basins and to storm main.

v. Install new precast storm drain catch basins in a size equivalent to the ones removed. Connect to existing storm drain mains which may be as deeps as 12 feet below grade. Pipe sizes can be found on Attachment 5.

vi. Jet all new storm drain piping in all directions to ensure piping is free of debris.

vii. Backfill excavated trench with crushed gravel or crushed stone for pipe bed.

viii. Backfill remaining trench with loose fill and asphalt base.

ix. Install new curbs and gutters at each new storm basin. Approximately 24 LF. Place and compact 6” thick aggregate base for curb and gutter. Dowel curbs and gutter into the existing adjacent curb structures. Profile of curb and gutter shall match existing. Place 3500 psi, air-entrained, fiber-mesh reinforced concrete. Elevation shall match adjacent curb elevation. Apply curing compound.

8. Sweep the surface to receive new paving and apply tack coat.

9. Install wedge and feather asphalt course, as required, to provide a smooth surface free from deviations. Install a 2” thick asphalt surface course. Approximate area is 264 SF. Paving shall provide positive and continuous drainage to storm sewer inlet structures.

10. Install pavement markings at locations as existed prior to the milling of the pavement including the markings added after the photos were taken.

i. Allow pavement cure times prior to applying paint to new asphalt surface, as per paint manufacturer’s instructions.

ii. Ensure weather conditions meet or exceed manufacturer’s application instructions and requirements.

11. Restore adjacent landscaping to match existing prior to the start of the project.

i. Where applicable, restore areas disturbed with new top soil and sod. Spoils, grass seed, and seed blankets will not be deemed an acceptable substitute.

ii. Coordinate with COR and Hines Grounds regarding watering of installed sod.

12. Clean work area.

i. Sweep the street, curb, and gutter the entire length of the impacted area. Dispose of loose debris properly.

13. Remove temporary road barriers and detour signage to control traffic.

b. Area 6 – Location 2:

1. Notify the COR and Hines of the dates of road closure at least 21 days in advance of the start of work.

2. Coordinate Pace bus re-routing with COR at least 21 days in advance of the start of work.

3. Install temporary road barriers and detour signage to control traffic.

4. Maintain staff, patient, and visitor access to adjacent buildings during demolition and construction per specifications.

5. Sawcut asphalt at work boundary edges. Mill existing asphalt parking lot surface to a depth of 2”. If necessary, mill around any existing structures in the parking lot to remain in place. Remove debris and dispose of off-site at an approved location. Approximate area is 484 SF as noted in Attachment 11.

6. Sweep the surface to receive new paving and apply tack coat.

7. Install wedge and feather asphalt course, as required, to provide a smooth surface free from deviations. Install a 2” thick asphalt surface course. Approximate area is 484 SF. Paving shall provide positive and continuous drainage to storm sewer inlet structures.

8. Install pavement markings at locations as existed prior to the milling of the pavement including the markings added after the photos were…