PROJECT SPECIFIC AGREEMENT - College of DuPage of...General Contractor: PROJECT SPECIFIC AGREEMENT...

PROJECT SPECIFIC AGREEMENTGeneral Contractor:

MASTER TERMSThe terms and conditions of the Master Subcontract Agreement dated

Subcontractor:

Telephone:

Contact Person:

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

1. BASIC INFORMATION

Project:Job Site Address:Owner:Architect (or engineer):

Anticipated Project Start Date:

3. THE WORK - See Exhibit A attached.

2. CONTRACT SUM:

4. CONTRACT DOCUMENTS - See Exhibit B attached.

5. INSURANCE REQUIREMENTS - See Exhibit C attached.

6. ADDITIONAL PROVISIONS - See Exhibit D attached.

Subcontractor

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Fax:

Project:

Date:

General Description of the Work:

Power Job No.

Power Construction Company,LLC

COD Homeland Security Training Center

Spancrete of Illinois, Inc.N16 W23415 Stoneridge Drive

52820COD Homeland Security Training Cente

JUN-01-2014

Precast Concrete

425 Fawell Boulevard, Glen Ellyn, ILCollege of DuPage

Legat Architects

AUG-14-2014

$1,509,200.00

Spancrete of Illinois, Inc. Power Construction Company,LLC

Waukesha, WI53188

414/290-9000414/290-9130

NOV-06-2013between Contractor and Subcontractor shall govern this Project Specific Agreement and are fully incorporated herein by reference.

General Contractor

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Auggy Chung

General Contract Date: APR-18-2014

Anticipated Project Substantial Completion Date: AUG-05-2015

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.

Michael Linse

Contracts Manager

Mary Ann LukowiczProject Executive

Document Integrity Verified EchoSign Transaction Number: XDWZPLJBL2U544N

https://pcec.echosign.com/verifier?tx=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

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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 General Requirements 03 41 00 Precast Concrete Structural Double Tees 03 41 13 Precast Concrete Hollow Core Planks 03 45 00 Architectural Precast Concrete Wall Panels 07 21 00 Thermal Insulation 07 90 05 Joint Sealers PERFORMANCE CRITERIA DESIGN SERVICES: 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





EXHIBIT A THE WORK

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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. Grouting as required 2. Survey of existing conditions prior to installation of precast planks 3. Fastening devices & accessories to be galvanized if exposed to elements, or prime painted if inside by

building 4. Touch up of metal surfaces 5. Bearing pad or shims as required 6. 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 7. Coordinate openings smaller than 12" cored in field by others 8. Patching and repair of precast pieces as required for acceptance 9. Engineered stamped shop drawings, erection drawings and design calculations 10. All field welding by certified welder 11. Permits as required for over-the-road shipments 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. Flagging and traffic control as required for the work of this contractor 14. Production and erection crews as required to meet bid package schedule. 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. Grouting as required 5. Survey of existing conditions prior to installation of precast planks 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. Fastening devices & accessories to be galvanized if exposed to elements, or prime painted if inside by

building 9. Touch up of metal surfaces 10. Bearing pad or shims as required 11. Sealant of precast to precast joints: 3 total lines 12. Expansion joint sealants





EXHIBIT A THE WORK

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13. 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

14. Coordinate openings smaller than 12" cored in field by others 15. Patching and repair of precast pieces as required for acceptance 16. Engineered stamped shop drawings, erection drawings and design calculations 17. All field welding by certified welder 18. Permits as required for over-the-road shipments 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. Flagging and traffic control as required for the work of this contractor 26. Production and erection crews as required to meet bid package schedule. 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.





EXHIBIT A THE WORK

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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 {{ *_es_:signer1:signature}} {{ *_es_:signer2:signature}}Michael Linse Mary Ann Lukowicz







EXHIBIT B CONTRACT DOCUMENTS

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DRAWING INDEX SHEET TITLE DATE G-001 TITLE SHEET 04/21/2014 G-002 CONSTRUCTION OPERATIONS PLAN 05/05/2014 S-000 GENERAL NOTES 04/21/2014 S-101A BASEMENT PLAN AND FIRST FLOOR PLAN – MODULE A 05/05/2014 S-101B FIRST FLOOR PLAN – MODULE B 05/05/2014 S-102A ROOF PLAN – MODULE A 05/05/2014 S-102B ROOF PLAN – MODULE B 05/05/2014 S-200 FOUNDATION DETAILS 05/05/2014 S-300 PRECAST DETAILS 05/05/2014 S-400 STEEL DETAILS 05/05/2014 A-000 CODE INFORMATION 04/21/2014 A-101A BASEMENT AND FIRST FLOOR PLAN – MODULE A 04/21/2014 A-101B FIRST FLOOR PLAN – MODULE B 05/05/2014 AC-101A BASEMENT AND FIRST FLOOR PLAN R.C.P. – MODULE A 04/21/2014 AC-101B FIRST FLOOR REFLECTED CEILING PLAN – MODULE B 04/21/2014 AR-100 ROOF PLAN 04/21/2014 A-200 BUILDING ELEVATIONS 05/05/2014 A-210 ENLARGED FLOOR PLAN, EXTERIOR AND INTERIOR ELEVATIONS 05/05/2014 A-211 INTERIOR ELEVATIONS 04/21/2014 A-300 BUILDING SECTIONS 04/21/2014 A-310 WALL SECTIONS 05/05/2014 A-311 WALL SECTIONS 05/05/2014 A-510 PRECAST DETAILS 05/05/2014 A-600 DOOR SCHEDULE AND TYPES, PARTITION TYPES, MOUNTING HEIGHTS 05/05/2014 A-900 PERSPECTIVES 04/21/2014 ME-011 MEP PRECAST WALL PANEL PENETRATIONS 04/21/2014 SPECIFICATION INDEX SPEC SECTION DESCRIPTION DATE DIV. 00 ALL SECTIONS DIV. 01 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





EXHIBIT B CONTRACT DOCUMENTS

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OTHER DOCUMENTS TITLE DATE ADDENDUM NUMBER 1 05/06/2014 SKETCH S-SK01 – PARTIAL ROOF PLAN – MODULE A 04/30/2014 SKETCH S-SK02 – PARTIAL FIRST FLOOR PLAN – MODULE A 04/30/2014 SKETCH S-SK03 – PARTIAL FIRST FLOOR PLAN – MODULE A 04/30/2014 SKETCH S-SK04 – SECTION THROUGH FIRING RANGE/BASEMENT 04/30/2014 SKETCH S-SK05 – TUBE CONNECTION DETAIL 04/30/2014 SKETCH A-SK01 – ALTERNATE BID PRECAST PANEL ELEVATION AND DETAIL 04/25/2014 Spancrete of Illinois, Inc. Power Construction Company, LLC {{ *_es_:signer1:signature}} {{ *_es_:signer2:signature}}Michael Linse Mary Ann Lukowicz







EXHIBIT C INSURANCE REQUIREMENTS

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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:

Each Occurrence $ 1,000,000 General Aggregate $ 2,000,000 Personal and Advertising Injury: $ 1,000,000 Products - Completed Operations Aggregate $ 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:

Each Occurrence: $ 1,000,000

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

Each Occurrence $ 5,000,000 General Aggregate $ 5,000,000

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 Accident $ 500,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 500,000 each employee

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.





EXHIBIT C INSURANCE REQUIREMENTS

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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 non-contributory 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. Spancrete of Illinois, Inc. Power Construction Company, LLC {{ *_es_:signer1:signature}} {{ *_es_:signer2:signature}}Michael Linse Mary Ann Lukowicz







EXHIBIT D ADDITIONAL PROVISIONS

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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/business-partners/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.





EXHIBIT D ADDITIONAL PROVISIONS

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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 1 LS 1,700,000$ Eliminate formliner and provide reveals 1 LS (45,000)$ Provide grey cement in lieu of white for double tees 1 LS (33,700)$ Provide P3270 Unistrut in lieu of P3754 1 LS (61,500)$ Eliminate sealant to dissimilar 1 LS (6,600)$ Transfer waterstop detail to concrete contractor 1 LS (12,000)$ Eliminate full size mock-up panel and provide 4'x4' mock-up. 1 LS (5,000)$ Reduction of allowances 1 LS (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 {{ *_es_:signer1:signature}} {{ *_es_:signer2:signature}} Michael Linse Mary Ann Lukowicz






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PROJECT SPECIFIC AGREEMENT - College of DuPage of...General Contractor: PROJECT SPECIFIC AGREEMENT...

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