PROJECT SPECIFIC AGREEMENT

General Contractor: Power Construction Company,LLC

Subcontractor:

Spancrete of Illinois, Inc.

N16 W23415 Stoneridge Drive

Waukesha, WI

53188

Telephone: 414/290-9000

Fax: 414/290-9130

Contact Person: Auggy Chung

Project:

Date:

PROJECT SPECIFIC AGREEMENT

Power Job No.

COD Homeland Security Training Cente 52820

JUN-01-2014

General Description of the Work:

Precast Concrete

MASTER TERMS

The terms and conditions of the Master Subcontract Agreement dated NOV-06-2013 between Contractor and Subcontractor shall govern this Project Specific Agreement and are fully incorporated herein by reference.

Subcontractor shall perform the work required by this Project Specific Agreement in accordance with the following:

1. BASIC INFORMATION

Project: COD Homeland Security Training Center

Job Site Address: 425 Fawell Boulevard, Glen Ellyn, IL

Owner: College of DuPage

Architect (or engineer): Legat Architects

General Contract Date: APR-18-2014

Anticipated Project Start Date: AUG-14-2014

Anticipated Project Substantial Completion Date: AUG-05-2015

2. CONTRACT SUM: $1,509,200.00

3. THE WORK - See Exhibit A attached.

4. CONTRACT DOCUMENTS - See Exhibit B attached.

5. INSURANCE REQUIREMENTS - See Exhibit C attached.

6. ADDITIONAL PROVISIONS - See Exhibit D attached.

The parties acknowledge and agree that (i) from time to time the parties may execute by way of electronic signature, (ii) such electronic signatures are sufficient to bind the party who purports to so executes by way of electronic signature, and

(iii) each party shall be entitled to rely on the electronic signature of the other party.

Spancrete of Illinois, Inc.

Subcontractor

Power Construction Company,LLC

General Contractor

Document Integrity Verified

EchoSign Transaction Number: XDWZPLJBL2U544N

Subcontract Agreement between Power Construction Company, LLC and Spancrete of Illinois, Inc. for the construction of COD Homeland Security Training Center located at 425 Fawell Blvd, Glen Ellyn, IL 60137 (Job

#52820).

EXHIBIT A

THE WORK

The following is a general description of Subcontractor's Work. Also included is a list of certain portions of the

Contract Documents that bear upon the performance of Subcontractor’s Work; provided, however, that such list is included solely for the convenience of Subcontractor and is not necessarily comprehensive. Other portions of the

Contract Documents also may bear upon the performance of Subcontractor’s Work, and therefore, Subcontractor is responsible to independently review all Contract Documents for applicability to Subcontractor’s Work.

Subcontractor is responsible to perform all Subcontractor’s Work required by the Contract Documents, and all other work reasonably inferable from the Contract Documents as necessary to produce the results intended, regardless of whether expressly set forth in the following description; provided, however, that Subcontractor is not required to perform items specifically identified below as excluded from Subcontractor’s Work.

SPECIFICATION SECTION: TITLE:

Division 00 Bidding and Contract Requirements

Division 01

03 41 00

03 41 13

03 45 00

General Requirements

Precast Concrete Structural Double Tees

Precast Concrete Hollow Core Planks

Architectural Precast Concrete Wall Panels

07 21 00

07 90 05

PERFORMANCE CRITERIA DESIGN SERVICES:

Thermal Insulation

Joint Sealers

Subcontractor shall provide all necessary or advisable design services (including, without limitation, calculations and engineering), shop drawings, and coordination with all other portions of the Project, either when Subcontractor's

Work requires completion of an element or system or when needed as part of Subcontractor's construction means, methods, techniques, sequences or procedures (collectively "Performance Criteria Design Services").

Performance Criteria Design Services shall conform strictly to all requirements of (i) the Contract Documents, including, without limitation, those that establish performance or other design criteria, and (ii) all applicable laws, statutes, ordinances, codes, rules and regulations, lawful orders, and requirements of public authorities. When required by the Contract Documents, by law, or by General Contractor, any document, drawings, specification, certification or calculation prepared by or on behalf of Subcontractor shall be signed and sealed by a Structural engineer who is duly licensed and registered in the State of Illinois. General Contractor shall be entitled to rely upon the adequacy, accuracy and completeness of all Performance Criteria Design Services. For the avoidance of doubt, any structural engineer, professional engineer, or other design professional or consultant retained by Subcontractor shall be deemed a sub-subcontractor.

Inclusions:

PRECAST CONCRETE STRUCTURAL DOUBLE TEES:

1.

Coordinate and supply unistrut concrete inserts cast into bottom stems of double tees to support future unistrut system to support angled steel baffle system in the firing range

2.

Grouting as required

3.

Survey of existing conditions prior to installation of precast planks

4.

Fastening devices & accessories to be galvanized if exposed to elements, or prime painted if inside by building

5.

Touch up of metal surfaces

6.

Bearing pad or shims as required

1




#52820).

EXHIBIT A

THE WORK

7.

Installation of holes, block-outs, openings, etc. 12" or larger for other trades. Hole sizes and location will be marked on drawings during submittal process

8.

Coordinate openings smaller than 12" cored in field by others

9.

Patching and repair of precast pieces as required for acceptance

10.

Engineered stamped shop drawings, erection drawings and design calculations

11.

All field welding by certified welder

12.

Permits as required for over-the-road shipments

13.

Coordinate dimensions and connections with other trades (architectural precast concrete wall panels, precast concrete hollow core planks, steel, curtain wall, metal panels, etc)

14.

Flagging and traffic control as required for the work of this contractor

15.

Production and erection crews as required to meet bid package schedule.

16.

Provide grey cement in lieu of white cement.

17.

Provide P3270 Unistrut in lieu of P3754 per accepted voluntary alternate.

PRECAST CONCRETE HOLLOW CORE PLANKS:

1.


2.


3.


4.


5.


6.


7.


8.


9.


10.


11.


12.

Coordinate dimensions and connections with other trades (architectural precast concrete wall panels, structural precast concrete double tees, steel, curtain wall, metal panels, etc)

13.


14.


15.

All steel support show as included for this trade or indicated as shop welded for pre-cast.

ARCHITECTURAL PRECAST CONCRETE WALL PANELS:

1.

Coordination of electrical boxes and associated conduits in precast concrete wall panels during casting

2.

Coordination and supplying of stainless steel through-wall scupper opening and open faced downspouts for casting into precast concrete wall panels.

3.

Coordination and supplying of water stops in precast concrete wall panels during casting

4.


5.


6.

Furnish and deliver embeds for cast-in-place concrete foundations. Coordinate placement with concrete contractor

7.

Erection and deadman as required, based on schedule.

8.


9.


10.


11.

Sealant of precast to precast joints: 3 total lines

12.

Expansion joint sealants

2




#52820).

EXHIBIT A

THE WORK

13.


14.


15.


16.


17.


18.


19.

Coordinate dimensions and connections with other trades (structural precast concrete double tees, precast concrete hollow core planks, steel, curtain wall, metal panels, etc)

20.

No temporary or hoisting anchors on exterior finished surfaces.

21.

Include leaving out the southern middle four (4) wall panels of the range to allow for double tee crane erector to back out of building.

22.

Include leaving out the two (2) east panels below the louvers to allow for MEP equipment to be hoisted into the basement.

23.

Installation of embed items provided by others. These items may include but not limited to; conduit, back boxes, etc.

24.

Patching of all lifting embeds

25.


26.


27.

Cast in reveals at 2’-6” on center in lieu of formliner.

ALLOWANCES:

1.

Include $5,000 allowance for safety barricade installation and maintenance labor.

2.

Include $3,500 allowance for patching damaged precast by other trades.

3.

Include $5,000 allowance for premium time.

GENERAL:

1.

Field blending is included as required.

2.

Weekly Certified Payroll is required.

3.

Performance Bond and Labor and Material Payment Bond in accordance with Article 10 of this Agreement.

Exclusions:

1.

Cast-in-place concrete.

2.

Taxes in accordance with the Illinois Department of Revenue letter referenced in Exhibit D.

3.

Formliner for architectural precast wall panels.

4.

White cement at double tee panels.

5.

Sealant to dissimilar (masonry and framed walls) per accepted voluntary alternate.

6.

Full size mockup per approved voluntary alternate. (Will provide 4’x4’ mockup panels for review at project site)

7.

Supply and installation of Bentonite/Butyl Rubber Flexible Water stop per accepted voluntary alternate.

3




#52820).

EXHIBIT A

THE WORK

Schedule:

Subcontractor acknowledges and agrees that time is of the essence in completing the Work. Work to be performed in accordance with the project schedule as developed and updated by the General Contractor.

To meet or reduce schedule durations provided in bid documents.

Submittals due by July 25, 2014 in order to meet October erection schedule.

Spancrete of Illinois, Inc. Power Construction Company, LLC

Michael Linse

4




#52820).

EXHIBIT B

CONTRACT DOCUMENTS

DRAWING INDEX

S-101A

S-101B

S-102A

S-102B

S-200

S-300

S-400

A-000

A-101A

A-101B

AC-101A

AC-101B

AR-100

A-200

A-210

A-211

A-300

A-310

A-311

A-510

A-600

A-900

ME-011

SHEET TITLE DATE

G-002 CONSTRUCTION OPERATIONS PLAN

04/21/2014

05/05/2014

BASEMENT PLAN AND FIRST FLOOR PLAN – MODULE A

FIRST FLOOR PLAN – MODULE B

ROOF PLAN – MODULE A

ROOF PLAN – MODULE B

04/21/2014

05/05/2014

05/05/2014

05/05/2014

05/05/2014

05/05/2014

PRECAST 05/05/2014

05/05/2014

BASEMENT AND FIRST FLOOR PLAN – MODULE A

FIRST FLOOR PLAN – MODULE B

BASEMENT AND FIRST FLOOR PLAN R.C.P. – MODULE A

04/21/2014

04/21/2014

05/05/2014

04/21/2014

FIRST FLOOR REFLECTED CEILING PLAN – MODULE B 04/21/2014

04/21/2014

05/05/2014

ENLARGED FLOOR PLAN,

EXTERIOR AND INTERIOR ELEVATIONS 05/05/2014

04/21/2014

04/21/2014

05/05/2014

PRECAST

DOOR SCHEDULE AND TYPES,

05/05/2014

05/05/2014

PARTITION TYPES, MOUNTING HEIGHTS

PERSPECTIVES

MEP PRECAST WALL PANEL PENETRATIONS

05/05/2014

04/21/2014

04/21/2014

SPECIFICATION INDEX

SPEC SECTION DESCRIPTION DATE

DIV. 00

DIV. 01

ALL SECTIONS

ALL SECTIONS

03 41 00 PRECAST CONCRETE STRUCTURAL DOUBLE TEES

03 41 13 PRECAST CONCRETE HOLLOW CORE PLANKS

03 45 00 ARCHITECTURAL PRECASE CONCRETE WALL PANELS

07 21 00 THERMAL INSULATION

07 90 05 JOINT SEALERS

5




#52820).

EXHIBIT B

CONTRACT DOCUMENTS

OTHER DOCUMENTS

TITLE

ADDENDUM NUMBER 1

SKETCH S-SK01 – PARTIAL ROOF PLAN – MODULE A

SKETCH S-SK02 – PARTIAL FIRST FLOOR PLAN – MODULE A

SKETCH S-SK03 – PARTIAL FIRST FLOOR PLAN – MODULE A

SKETCH S-SK04 – SECTION THROUGH FIRING RANGE/BASEMENT

SKETCH S-SK05 – TUBE CONNECTION DETAIL

SKETCH A-SK01 – ALTERNATE BID PRECAST PANEL

ELEVATION AND DETAIL

Spancrete of Illinois, Inc.

DATE

05/06/2014

04/30/2014

04/30/2014

04/30/2014

04/30/2014

04/30/2014

04/25/2014

Power Construction Company, LLC

Michael Linse

6




#52820).

EXHIBIT C

INSURANCE REQUIREMENTS

Adequate Certificates of Insurance, with additional insured endorsements attached, in carriers having an A.M. Best rating of A-/VII or better and licensed to do business in the State of Illinois, shall be filed with General Contractor before commencement of Subcontractor’s Work. Fax transmissions of such certificates should be sent to General

Contractor at 847-214-6044.

Name of Certificate Holder:

Power Construction Company, LLC

8750 W. Bryn Mawr Ave., Suite 500

Chicago, IL 60631

Project Description:

COD Homeland Security Training Center including “miscellaneous Work at same location”

425 Fawell Blvd

Glen Ellyn, IL 60137

A.

Commercial General Liability - Including coverage for Premises-Operations, Independent Contractors’ liability, Products and Completed Operations, Contractual Liability, Personal Injury, and Broad Form

Property Damage (including coverage for Explosion, Collapse, and Underground hazards) with limits not less than the following:

General Aggregate $ 2,000,000

Personal and Advertising Injury:

Products - Completed Operations Aggregate

$ 1,000,000

$ 2,000,000

Completed Operations insurance maintained for a minimum period of two (2) years after Substantial

Completion.

Such Policy shall include a Blanket Additional Insured listed herein with a Blanket Waiver of

Subrogation in favor of Additional Insured’s.

B.

Auto Liability - Single limit bodily injury and property damage combined for owned, non-owned, and leased vehicles with a limit not less than the following:

C.

Excess Umbrella Liability - Combined single limit bodily injury and property damage with a limit not less than the following:

Such Policy shall include a “Broad as Primary Endorsement” or “Follow Form Endorsement”.

D.

Worker’s Compensation - In accordance with the laws of the State of Illinois including Employer’s

Liability insurance with a limit not less than the following:

Bodily Injury by Disease $ 500,000 policy limit

Bodily Injury by Disease

Such Policy shall include a Blanket Waiver of Subrogation for those agreed to by written contract.

E.

Contractors’ Equipment Floater – Subcontractor shall maintain Contractors’ Equipment Floater Insurance for owned or leased equipment and tools under its care, custody and control as required for the performance of Subcontractor’s duties.




#52820).

EXHIBIT C

INSURANCE REQUIREMENTS

F. Professional Liability/Errors and Omissions – Subcontractor, if Subcontractor's own employees render the design or engineering professional services included in the Work, or Subcontractor's design consultants, if

Subcontractor's own employees do not render such services, shall maintain, at all times while services contemplated by this Agreement are being completed and for ten (10) years after Substantial Completion, a professional liability/errors and omissions liability insurance policy for professional services rendered. Whether such insurance is written on a claims-made basis or a project-specific basis, the retroactive date shall be prior to the start of Subcontractor's Work. Renewal policies during this period shall maintain the same retroactive date.

Such insurance shall provide not less than $2,000,000 coverage per claim and $2,000,000 coverage per year in the aggregate.

ADDITIONAL INSURED

Commercial General Liability and Excess Umbrella Liability policies described above shall include the following as additional insured’s, including their officers, directors, and employees (the spelling of these parties must be exactly correct):

Power Construction Company LLC (General Contractor)

Power Contracting and Engineering Corp. (General Contractor)

Power Construction Company (General Contractor)

College of DuPage, its board of trustees/regents, employees, agents, and volunteers (Owner)

Legat Architects (Architect)

KJWW Engineering (Structural Engineer)

SmithGroup JJR (Civil Engineer)

AMSCO Engineering, Inc (MEP Engineering)

MWL Architects (Public Safety Consultant)

Stan Roller and Associates (Acoustical Engineer)

Brubaker Design (Design Consultant)

And any additional to be added

The underlying coverage afforded to the additional insured under these policies shall be primary and noncontributory insurance .

If the additional insured has other insurance that is applicable to the loss, such other insurance shall be in excess to the Subcontractor’s insurance. The amount of the subcontractor’s liability under this policy shall not be reduced by the existence of such other insurance. A Blanket Additional Insured Endorsement shall be provided so that the coverage afforded to the additional insured’s shall apply to “Ongoing Operations” and

“Completed Operations-Hazards.” It is further agreed that the coverage afforded to the additional insured shall not apply to the sole negligence of the additional insured’s.

Cancellation Clause : 30 days written notice.

Failure to provide the projects insurance shall not relieve the Subcontractor of any liability it may have under this

Agreement or at law.

Power Construction Company, LLC Spancrete of Illinois, Inc.

Michael Linse




#52820).

EXHIBIT D

ADDITIONAL PROVISIONS

1.

Safety:

Strict compliance with all OSHA requirements and additional safety requirements as described in the General

Contractor’s Subcontractor Site Safety Requirements and Procedures manual located at http://www.powerconstruction.net/safety_req.html

are made part of this Agreement.

Strict compliance with all Quality requirements specified in the Contract Documents and further described in the General Contractor’s Quality Guidelines located at http://www.powerconstruction.net/businesspartners/pdf/PowerQualityGuidelines.pdf

are made a part of this Agreement.

2.

Unit Prices:

The following unit prices include all necessary labor, materials, insurance, overhead and profit, and payment and performance bonds.

Saturday premium time for erection crew: $ Per Erection Crew per Day. Note: Unit price shall only include the added costs for premium time for an erection crew over standard time for the same erection crew. $ 4,500.00

3.

Hourly Rates:

The following hourly rates include all necessary labor, insurance, overhead and profit, and payment and performance bonds. Subcontractor acknowledges that the hourly wage rates are subject to audit and subsequent modification if necessary to comply with the General Contract.

Labor Rates to be submitted for review and approval by COD Auditor.

4.

Alternates:

Not Applicable

5.

Submittals:

Subcontractor acknowledges that all submittals other than samples for this Project shall be submitted in electronic format as Adobe Acrobat (.pdf) files and that these files shall be generated directly from the originating software. Subcontractor understands that this is a requirement and condition of this Agreement.

Subcontractor shall submit files which are more than 5MB by uploading them to the website or ftp site established for this Project. Subcontractor can submit files which are less than 5MB either through e-mail or uploading them to the website or ftp site established for this Project. Consult General Contractor for instructions or questions regarding uploading submittal files.

Subcontractor shall separately submit hard copies of submittals, if any, requiring a signature or a seal stamp. In addition, Subcontractor shall provide hard copies of any other submittals requested by General Contractor.

Shop drawing submittals shall be properly identified and referenced in accordance with the Contract

Documents. Product data submittals for each construction system shall be collected into a single submittal.

Three (3) product samples shall be submitted for each required sample submittal. a. Name or trade designation. b. Quality or grade, and further designation to identify the item or material. c. Applicable specification section and/or drawing number. d. Name of manufacturer or producer.




#52820).

EXHIBIT D

ADDITIONAL PROVISIONS e. Name of General Contractor, Subcontractor and Project.

Subcontractor shall transmit to General Contractor submittals to permit adequate time for review and, if necessary, re-submittal in order to avoid any delay to construction progress due to late or untimely submittals.

6.

Change Order Overhead and Profit:

Maximum allowable percentages for overhead and profit are limited to 10% for overhead and 0% for profit with no additional markup allowed for bond premiums (unless said additional markup for bond premiums is specifically allowed by the General Contract, and General Contractor received payment for same). For work performed by Sub-Subcontractors, markup shall be limited to 5%.

7.

Additional Exhibits:

Illinois Department of Revenue Letter dated January 15, 2010 (1 page)

Labor Rate Sheet (1 page)

COD Bond Forms (4 pages)

8.

Sales Tax Exemption:

E9997-3391-06

9.

Payment and Performance Bonds:

Subcontractor shall provide and pay for a Performance Bond and a Labor and Material Payment Bond. In addition, subcontractor shall provide a Multiple Obligee Rider.

10.

Contract Sum Calculation:

The Contract Sum was calculated as follows:

Description of Work Qty Cost

Base Bid

Eliminate formliner and provide reveals

Provide grey cement in lieu of white for double tees

Provide P3270 Unistrut in lieu of P3754

Eliminate sealant to dissimilar

Transfer waterstop detail to concrete contractor

Eliminate full size mock-up panel and provide 4'x4' mock-up.

Reduction of allowances

1 LS

1 LS

1 LS

1 LS

1 LS

1 LS

1 LS

1 LS

$ 1,700,000

$ (45,000)

$ (33,700)

$ (61,500)

$ (6,600)

$ (12,000)

$ (5,000)

$ (27,000)

Total $ 1,509,200

The above contract sum calculation is to be used only for accounting purposes and not for any other purpose.

Spancrete of Illinois, Inc. Power Construction Company, LLC

Michael Linse















PROJECT SPECIFIC AGREEMENT

PROJECT SPECIFIC AGREEMENT

MASTER TERMS

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MASTER TERMS

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