PROJECT MANUAL COVER...C. Bid, Offer, or Bidding: Act of Submitting an offer. D. Bid Price: Monetary...

Project Manual:Grayslake Community High School District 127

Drainage Improvements

Grayslake Central High SchoolIssued for Bid

DATE: 5/18/2020

PROJECT LOCATION:

Grayslake Central High School

400 N. Lake StreetGrayslake, IL 60030

OWNER:

Board of Education, Grayslake Community High School District 127


CIVIL ENGINEER/PROJECT MANAGER:

Eriksson Engineering Associates, Ltd.

145 Commerce Drive, Ste A, Grayslake, IL 60030

847.223.4804

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Drainage Improvements Eriksson Engineering Associates, Ltd.Grayslake Central High School

TABLE OF CONTENTS

SECTIONS PAGES

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTSSECTION 000030 - INVITATION TO BID 000030-1 - 000030-3SECTION 000035 - BID NOTICE 000035-1SECTION 000200 - INSTRUCTIONS TO BIDDERS 000200-1 - 000200-7SECTION 000300 - BID FORM 000300-1 - 000300-14SECTION 000400 - PREVAILING WAGES 000400-1 - 000400-8SECTION 000700 - GENERAL CONDITIONS - AIA DOCUMENT A201-2017 000700-1 - 000700-41SECTION 000800 - SUPPLEMENTAL CONDITIONS - AMENDMENTS TO 000800-1 - 000800-58

THE AIA A201-2017

DIVISION 01 - GENERAL REQUIREMENTSSECTION 011000 - SUMMARY 011000-1 - 011000-3SECTION 012300 – ALTERNATES 012300-1 - 012300-2SECTION 012600 - CONTRACT MODIFICATION PROCEDURES 012600-1 - 012600-3SECTION 012900 - PAYMENT PROCEDURES 012900-1 - 012900-4SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION 013100-1 - 013100-6SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION 013200-1 - 013200-4SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION 013233-1 - 013233-2SECTION 013300 - SUBMITTAL PROCEDURES 013300-1 - 013300-10SECTION 014000 - QUALITY REQUIREMENTS 014000-1 - 014000-6SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS 015000-1 - 015000-6SECTION 016000 - PRODUCT REQUIREMENTS 016000-1 - 016000-7SECTION 017000 - EXECUTION 017000-1 - 017000-6SECTION 017310 - CUTTING AND PATCHING 017310-1 - 017310-3SECTION 017320 - SELECTIVE DEMOLITION 017320-1 - 017320-5SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419-1 - 017419-2SECTION 017700 - CLOSEOUT PROCEDURES 017700-1 - 017700-4SECTION 017839 - PROJECT RECORD DOCUMENTS 017839-1 - 017839-4

DIVISION 31 - EARTHWORKSECTION 311000 – SITE CLEARING 311000-1 - 311000-3SECTION 312000 – EARTH MOVING 312000-1 - 312000-9

DIVISION 32 - EXTERIOR IMPROVEMENTSSECTION 329200 – TURF AND GRASSES 329200-1 - 329200-7SECTION 329201 – NATIVE AREA SEEDING 329201-1 - 329201-3SECTION 329301 – NATIVE AREA PLUG PLANTINGS 329301-1 - 329301-3

DIVISION 33 - UTILITIESSECTION 334100 – STORM UTILITY DRAINAGE PIPING DSF 334100-1 - 334100-4

APPENDIXAMENDMENTS TO THE AIA A101-2017 EXHIBIT A 1-2COURTESY NO BID RESPONSE QUESTIONNAIRE 1REFERENCES FORM 1

DRAWING SHEETS


INVITATION TO BID 000030-1

SECTION 000030 - INVITATION TO BID

Project:

Drainage ImprovementsGrayslake Central High School

400 N. Lake StreetGrayslake, Il 60030

Owner:

Board of Education, Grayslake Community High School District 127


Engineer:

Eriksson Engineering Associates, Ltd.145 Commerce Drive, Suite AGrayslake, IL 60030

General Project Description:

The scope of work includes providing all labor, materials, machinery, tools, equipment, and other meansof construction necessary for completion of the work indicated in the Bid Documents including, but notnecessarily limited to, the following: earth moving to improve drainage, relocation of softball fencing andthe addition of a masonry wall.

Proposal Due Date:

Submit 1 hard copy to Owner at the place, on or before the date and time stated below.

Place:

District OfficesAttn: Dr. Michael Zelek – Associate Superintendent400 N. Lake StreetGrayslake, Il 60030

Date: Monday, June 8, 2020

Time: 9:00 a.m. Central Time

The sealed bids will then be publicly opened and read via web-based conference call at 11:00 a.m.Central Time on Monday June 8, 2020. A link to the Bid Opening will be distributed to all contractorslisted on the Plan Holder’s List, and will also be posted to the District’s website 3 days prior to theOpening.

Any proposals received after the time and date stated above will not be considered. All proposalsreceived in accordance with the requirements above will be publicly opened and read at the place, dateand time stated above.



Bid Envelopes:

All proposals must contain the following information on the outside of the sealed envelope:

Project NameBidder's Company NamePlace, date and time of bid opening

Bid Security:

A Bid Security of 10% of the amount of the base bid is required with the Proposal. Bid security in theform of a certified check, bank draft, or bid bond on AIA Form A-310, secured by a Grantee or SuretyCompany. No Bid Will Be considered unless it is so guaranteed. Certified check must be made payableto the order of Board of Education, Grayslake Community High School District 127. Cash deposits,company or personal checks are not permitted.

Bid Documents:

Bidders can obtain one (1) hard copy set or a digital download of the bid documents consisting of one (1)full-size set of drawings, and one (1) Project Manual after 10:00 a.m. on Monday, May 18, 2020. Digitaldownload can be found on the District website www.d127.org. Hard copy sets can be obtained bycontacting the following company:

BHFX Digital Imaging1921 Industrial DriveLibertyville, IL 60048(847) 816-6022

A non-refundable fee, made payable to BHFX, will be required for each complete hard copy sets of BidDocuments.

Pre-Bid Meeting:

A pre-bid meeting will not be held for this Project. All questions shall be directed to Pat Dimmer -Eriksson Engineering, 847-223-4804, ext. 28.

Field Verification:

Field verification of the existing conditions and the required scope of work are required prior tosubmission of a bid. The site can be visited during normal work hours or by contacting the followingindividual:

Dan GonzalezDirector of Building and Grounds

Telephone: (847) 986-3450Email: [email protected]

Owner's Rights:



The Board of Education reserves the right to reject any or all bids, to waive irregularities and to accept thelowest responsive Bidder, considering conformity with specifications, terms of delivery, quality, andserviceability. All items shall be new unless otherwise specified. By submitting a bid, Bidders agree tomandatory binding arbitration on all bid disputes.

The Board of Education reserves the right to cancel the contract without cause with (7) seven days’ noticeat any time throughout the contract period.

It is the intent of the Board of Education to award a contract to the responsive bidder meeting thespecifications and in the best interest of the District. While the cost of services is a significant concern,the Board is equally concerned with the proven ability of the bidder to satisfactorily perform its contract sothat the service will be provided in accordance with the proposed contract documents.

The Board of Education reserves the right to award the bid in portions to the best-qualified bidder and inthe best interest of the District. The Board of Education will communicate to bidders what portion of thesaid bid has been awarded to respective bidder.

The Board of Education does not assume responsibility for delayed postal deliveries and does notrecognize postmarks as representing the fact that a bid has been “received” by the School District beforethe specific deadline.

Bid/Contract Requirements:

Bid will be required to be submitted under a condition of irrevocability for a period of 90 days aftersubmission.

The Contractor must pay the Prevailing Wage Rates for all work per the Illinois Prevailing Wage Act, 820ILCS 130/1 et seq.

The successful bidder will be required to deliver to the Owner, an executed copy of the Contract, and avalid certificate of insurance within ten days after the successful bidder has received the Notice of Awardof the contract.

This invitation is issued in the name of The Board of Education, Grayslake Community High SchoolDistrict 127.

END OF SECTION 000030


BID NOTICE 000035-1

SECTION 000035 – BID NOTICE

PART 1 – GENERAL

1.1 The following was posted:

Grayslake Community High School District 127Drainage Improvements

Grayslake Central High School

Sealed proposals will be received by the Board of Education of Grayslake Community High SchoolDistrict 127, until 9:00 a.m. on Monday June 8, 2020 for the Drainage Improvements project at GrayslakeCentral High School, at the District Office at 400 N. Lake St., Grayslake, IL 60030.

There will be no pre-bid meeting for this Project.

Proposals will be in the format of the request for bid document and any additional documentation is to beadded.

Sealed proposals must be either hand carried and delivered to the District Office location, cited above or mailedcertified return receipt requested and received any time prior to, but not later than, 9:00 a.m. local time, onMonday June 8, 2020. The School District cannot assume the responsibility for delayed postal deliveries anddoes not recognize postmarks as representing the fact that a proposal has been “received” by the School Districtbefore the specified deadline. Proposals received after the time specified in the Request for Bid will not beconsidered.

Proposals shall be submitted in an opaque envelope addressed to: Dr. Michael Zelek, AssociateSuperintendent, Grayslake Community High School District 127, 400 N. Lake Street, Grayslake, IL60030. Please mark in the left-hand corner: “Drainage Improvement – Central High School”.

Request for Bid documents are on file and may be obtained after10:00 a.m. on Monday May 18, 2020 at the above cited District Office location of Grayslake CommunityHigh School District 127, 400 N. Lake Street, Grayslake, IL 60030, or on the district websitewww.d127.org.


INSTRUCTIONS TO BIDDERS 000200-1

SECTION 000200 - INSTRUCTIONS TO BIDDERS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawing and general provisions of the Contract, including General and SupplementaryConditions and Division 1 Specification Sections, apply to this Section.

1.2 DEFINITIONS

A. Bid Documents: Contract Documents supplemented with Invitation to Bid, Instructions toBidders, and Bid Form identified herein.

B. Contract Documents: Defined in General Conditions, including issued Addenda.

C. Bid, Offer, or Bidding: Act of Submitting an offer.

D. Bid Price: Monetary sum identified by the Bidder in the Bid Form.

E. The terms Architect and Engineer are used interchangeably.

1.3 SUMMARY

A. GENERAL

1. Bid signed, executed, and dated shall be received until the time and at the locationindicated on the invitation to bid.

B. BIDDER’S REPRESENTATIONS

1. By making a Bid, the Bidder represents that the Bidder has read and understands thebidding documents or contract documents.

2. The Bid is being made in compliance with the Bidding Documents.

C. BIDDING DOCUMENTS

1. Hard copy sets of Bid Documents may be obtained from BHFX Digital Imaging located at1921 Industrial Drive, Libertyville, IL 60048. Phone Number: (847) 816-6022. Digitalcopies can be obtained from the District website www.d127.org.

2. Bidders shall use complete set of Bidding Documents. Neither the Owner nor Engineershall assume any responsibility for errors resulting from the use of incomplete sets ofBidding Documents.

3. Bid Documents are made available only for the purpose of obtaining offers for thisproject. Their use does not grant a license for other purposes.

4. Immediately notify the Engineer upon finding discrepancies or omissions in the BidDocuments.



D. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS AND ADDENDUMS

1. Bidders are encouraged to notify Pat Dimmer - Eriksson Engineering [email protected] with their intention to bid on the Project and to be placed on thePlan Holders list.

2. Bidders requiring clarification or additional information shall make a written request to theEngineer at least seven days prior to the bid due date. Written requests shall be emailedto Pat Dimmer - Eriksson Engineering at [email protected]

3. Addenda will be issued to all those noted on the plan holders list.

4. Addenda may be issued during the Bidding period. All Addenda become part of theContract Documents. Include resultant costs in the Bid Price.

5. Verbal interpretations of the meaning of the drawings or specifications are not binding onany party.

6. Addenda shall be forwarded not later than three days prior to the date fixed for the biddue date. Failure of any Bidder to receive such addenda shall not relieve such Bidderfrom any obligation under the Bid as submitted.

7. Each Bidder shall ascertain prior to submitting the Bid that said Bidder has received allAddenda, and shall acknowledge receipt on the Bid Form.

E. PRODUCT/SYSTEM SUBSTITUIONS

1. Where the Bid Documents stipulate a particular product, requests for substitutions (fromprime bidders) will be considered by Engineer up to 4 working days before receipt ofBids.

2. The request for substitution shall provide sufficient information to determine acceptabilityof such products.

3. In submission of requests for substitutions to products specified, Bidder shall include inthe Request any changes required in the Work and changes to Contract Time andContract Sum to accommodate such substitutions. A later claim by the Bidder for anaddition to the Contract Time or Contract Sum because of changes in Work necessitatedby use of the substitutions shall not be considered.

F. BID BOND

1. Bids must be accompanied by a Bid Bond, Bank Draft, or Certified Check as surety in theamount of 10% of the base bid and should be made payable to Board of Education,Grayslake Community High School District 127. All Bid Bonds except that of thesuccessful bidder will be returned immediately after award of contract. Cash deposits,company or personal checks are not permitted.

G. PERFORMANCE BOND AND MATERIALS AND LABOR PAYMENT BOND

1. The successful bidder shall furnish a one hundred percent (100%) Performance Bondand Materials and Labor Payment Bond issued by a surety authorized by the IllinoisDepartment of Insurance to sell surety bonds and such bonds shall be for the Contract



Sum amount (base bid and accepted alternate bids) at which time the Bid Bond will bereturned.

H. INSURANCE

1. In accordance with the General and Supplemental Conditions, the successful bidder shallexpressly bind himself/herself to defend and save the Owner and Engineer, harmlessfrom all suits or actions of every name and description and the successful bidder shallcarry insurance, in company or companies acceptable to the Owner, for Worker'sCompensation and Comprehensive General Liability. Refer to Section 000700 GeneralConditions and the Supplemental Conditions thereto for additional requirements

2. Each bidder shall submit prior to award of a contract, a certification of insurance whichmeets the above specifications. Failure to provide certificate of insurance may at thediscretion of the Owner, invalidate the Bid/Contract.

I. CLEANING

1. The Contractor shall, daily, at the completion of the work, at each site and/or location,remove and dispose of all rubbish, surplus materials, equipment, etc., and shall leave thesite and/or locations absolutely clean and in good order to the satisfaction of the Ownerand Engineer.

J. SAFETY

1. The Contractor is solely responsible for all construction safety and for the safe passageof all pedestrian traffic, building occupants, occupants of neighboring buildings, students,staff, Engineers, or site or building visitors for the duration of the job. Anyprecautionary measures, necessary warning signs, etc., required to assist the Contractorin the performance of the work shall be at the Contractor's expense and provided forhis/her quoted price.

K. EXAMINATION OF SITE AND DOCUMENTS

1. Before submitting a bid, each bidder must visit the site and shall be responsible forknowledge of the conditions affecting the Work. The act of submitting a bid is to beconsidered full acknowledgment that the bidder has inspected the site, as well as theContract Documents, and is completely familiar with the exposed and concealed existingconditions and requirements of all of them.

2. If after inspecting the entire project area, a bidder believes they still do not have acomplete understanding of the existing conditions they could encounter during theproject, the Owner will allow the bidder to cut, upon written request, access openings inexisting construction to allow the bidder to fully ascertain the required scope of Work. Ifthe Contractor does not request such access openings, the Contractor waivers all rightsto change orders due to concealed or existing conditions.

3. No change orders for additional cost will be allowed for a Contractor's discovery ofexisting conditions, that in the Engineer’s and Owner's opinion, the Contractor shouldhave made themselves aware of through a thorough pre-bid site investigation and, ifnecessary, selective exploratory demolition and cutting.

L. PERSONNEL

1. If any person employed on the work site be, in the opinion of School District, intemperate,disorderly, incompetent, willfully negligent or dishonest in the performance of his/herduties, he or she shall be directed to cease work and vacate the job site immediately.



2. In the event the Contractor comes on the premises, he/she shall be responsible forconducting all activities on said premises in accordance with the provisions of theOccupational Safety and Health Act of 1970 and the standards and regulations issuedthereunder. The Contractor shall agree to indemnify and hold harmless the SchoolDistrict, the Engineer and all the Engineer’s consulting engineers for all claims anddamages resulting from Contractor's failure to conduct his/her activities on the Owner'spremises in accordance with said Act and the related standards.

M. PREVAILING WAGE ACT

1. Contractor is responsible for complying with all requirements of the Illinois PrevailingWage Act ("Act"), 820 ILCS Section 130/0.01, et seq. to the extent that it applies.

2. The Contractor must pay the general prevailing rate of wages in the locality for each craftor type of worker or mechanic needed to execute the contract or perform such work, alsothe general prevailing rate for legal holiday and overtime work, as ascertained by thepublic body or by the Department of Labor shall be paid for each craft or type of workerneeded to execute the contract or to perform such work, and it shall be mandatory uponthe bidder and upon any subcontractor under him, to pay not less than the specified ratesto all laborers, workers and mechanics employed by them in the execution of the contractor such work. Refer to Section 000400 - Prevailing Wage Rate Schedule for additionalinformation and requirements.

3. The Contractor must insert a provision or stipulation regarding the payment of prevailingwage rate into the subcontract and Contractor's bond.

4. The Contractor must post the relevant prevailing wage rates at a location at the ProjectSite that is easily accessible by the workers.

5. The Contractor and all subcontractors must create, and keep for at least three (3) years,records of all laborers, mechanics, and other workers employed by them on the Project.Refer to 820 ILCS 130/5/(a)(1) and 820 ILCS 130/5/(1), (b).

6. The Contractor must submit an electronic Adobe PDF copy of their Certified Payroll to theOwner every month for the duration of the Project including the signed statement or acertified statement in lieu thereof certifying that the Act does not apply. Submit theCertified Payroll with the Contractor's Application for Payment. The Applications forPayment will not be reviewed until the Engineer receives the Certified Payroll. Refer to820 ILCS 130/5(a)(2).

7. Refer to the Illinois Department of Labor's website for additional information andrequirements at www.state.il.us/agency/idol/laws/Law130.htm.

N. EQUAL EMPLOYMENT OPPORTUNITY

1. During the performance of this Contract (whether or not Federal funds are involved) theContractor agrees as follows:a. The Contractor will not discriminate against any employee or applicant for

employment because of age, race, creed, color, sex, national origin or disability. TheContractor will take affirmative action to ensure the applicants are employed, andthat employees are treated equally during employment, without regard to their age,race, creed, color, sex, national origin or disability. Such action shall include but notbe limited to the following: employment, upgrading, demotion or transfer; recruitmentor recruitment advertising; layoff or termination; rates of pay or other forms ofcompensation; and selection for training, including apprenticeship. The Contractoragrees to post in conspicuous places, available to employees and applicants foremployment, notices to be provided setting forth the provisions of thisnondiscrimination clause.

b. The Contractor will, in all solicitations or advertisements for employees placed by oron behalf of the Contractor, state that all qualified applicants will receiveconsideration for employment without regard to age, race, creed, color, sex ornational origin.



c. The Contractor will furnish all information and reports required by Executive OrderNo. 11246 of September 24, 1965, and by the rules, regulations and orders of theSecretary of Labor, or pursuant thereto and will permit access to his/her books,records and accounts by the contracting agency and the Secretary of Labor forpurposes of investigation, to ascertain compliance with such rules, regulations andorders.

d. In the event of the Contractor’s noncompliance with the nondiscrimination clauses ofthis Contract or with any of such rules, regulations or orders, this Contract may becanceled, terminated or suspended in whole or in part and the Contractor may bedeclared ineligible for further Government contracts or Federally assistedconstruction contracts, in accordance with the procedures authorized in ExecutiveOrder of September 24, 1965, and such other sanctions may be imposed andremedies invoked as provided in Executive Order No. 11246 of September 24,1965, or by rule, regulation or order of the Secretary of Labor, or as otherwiseprovided by Law.

e. The Contractor shall include the provisions of paragraphs (a) through (d) in everysubcontract or purchase order unless exempted by rules, regulations or orders ofthe Secretary of Labor issued pursuant to Sec. 204 of Executive Order No. 11246 ofSeptember 24, 1965, so that such provisions will be binding upon eachsubcontractor or vendor. The Contractor shall take such action with respect to anysubcontractor or purchase order as the contracting agency may direct as a meansof enforcing such provisions, including sanctions for noncompliance, provided,however, that in the event the Contractor becomes involved in, or is threatened with,litigation with a subcontractor or vendor as a result of such direction by thecontracting agency, the Contractor may request the United States to enter into suchlitigation to protect the interest of the United States.

O. HUMAN RIGHTS ACT

1. It shall be mandatory that the Contractor will not discriminate against any employee orapplicant for employment upon any grounds prohibited by the Human Rights Act (775ILCS 5/1-101) and further that the Contractor will comply with all provisions of the HumanRights Act including, but not limited to, rules and regulations of the Illinois Human RightsCommission.

P. WORK SCHEDULE AND COMPLETION

1. Unless otherwise stated, Work shall be commenced by the Contractor immediately uponreceipt of a written authorization to proceed. Before Work is started, however, theContractor shall notify the School District of the methods and procedures he/she intendsto use and no Work shall be started until these methods are to the satisfaction of thesuperintendent of Parks and Planning. Work shall be completed within the timestipulated in the Contract Documents.

2. Union work stoppages, union strikes, or the failure of a Contractor's workers orsubcontractors to cross a union picket lines or informational picket lines will not relievethe Contractor of their contractual obligations to complete the Work in accordance withthe Construction Schedule.

Q. PROTECTION OF WORK

1. The Contractor shall adequately protect the Work, adjacent property, construction andfinishes, and the public, and shall be responsible for any damage or injury due to his/herneglect.

2. The Contractor shall be entirely responsible for all apparatus, equipment andappurtenances furnished by him/her in connection with the work and special care shall betaken to protect all parts thereof in such a manner as may be necessary or as directed.



R. DEFAULT

1. In case of default by the Contractor, the Owner may procure the articles or services fromother sources and hold the Contractor responsible for any cost occasioned thereby.

S. CANCELLATION OF CONTRACT

1. Refer to General and Associated Supplemental Conditions Sections.

T. PROGRESS PAYMENTS

1. Payments shall be made as specified in Section 012900 - Payment Procedures and onthe following basis:

a. First Payment - for cost of materials delivered to job site, less 10% retainage.b. Subsequent Payments - upon documentation of progress, less 10% retainage.c. Substantial Completion - Upon substantial completion of the work - the Contractor

may apply for reduction to 5% retainage. Additional amounts may be withheld bythe Engineer for extensive punch list items or incomplete work. Refer to Division01 for additional information and requirements.

d. Final Completion - 5% retainage upon satisfactory completion of the punch list andall final completion requirements. Refer to Division 01 for additional information.

e. Maintenance and Monitoring – Upon commencement of the Maintenance andMonitoring scope, the Maintenance and Monitoring shall be paid incrementallythroughout the duration of the Maintenance period, less 5% retainage. TheRetainage amount will be released at the completion of the maintenance period.

U. LIEN WAIVERS

1. Supporting partial Waivers of Lien for each subcontractor, supplier, and prime contractormust accompany each request for progress payment. Waivers must spell out the exactdescription of Work performed for which Waiver is issued.

2. For final payment it is necessary to submit final waivers in the full amount of the contractsfor all subcontractors, suppliers and prime contractors.

3. Waivers must be accompanied by a sworn statement listing subcontractors andsuppliers, the amounts of their contracts and the amounts requested.

4. No payment shall become due until after the Contractor, if required, delivers to the Ownera complete release of all liens arising out of this contract, or receipts in full in lieu thereofand, if required in either case, an affidavit that so far as he/she has knowledge orinformation the releases and receipts shall include all the labor and material for which alien could be filed. If any lien remains unsatisfied after all payments are made, theContractor shall refund the Owner all monies that the latter may be compelled to pay indischarging such a lien, including all costs, Engineering fees, and attorneys' fees.

V. PRE-BID MEETING & FIELD VERIFICATION

1. A pre-bid meeting will not be held for this project. Contractors are encouraged toperform a field observation and to contact Pat Dimmer - Eriksson Engineering [email protected] with any requests for information or clarification.

W. REJECTION OF BIDS: AWARD OF CONTRACT

1. The Owner will award the Contract to the lowest responsive and responsible bidder ifthe Owner deems it to be in its best interests. The bidder to whom the award is madewill be notified at the earliest possible date. The Owner reserves the right to determine



the lowest bidder on the basis of the “base bid” and any combination of alternates, or noalternates, that it deems best. The Owner reserves the right to reject any and all bids,and to waive any irregularities in bids received whenever such rejection or waiver is in theinterest of the Owner. The Owner also reserves the right to reject the bid of any bidderwho has previously failed to perform properly or complete on time Contracts of similarnature; who is not in a position to perform the contract; or who has habitually and withoutjust cause neglected the payment of bills or otherwise disregarded any obligation tosubcontractors, material suppliers, or employees. In determining the lowest qualifiedbidder, the following elements, in addition to those above mentioned, will be considered:Whether the bidder involved (a) maintains a permanent place of business; (b) hasadequate plant equipment to do the Work properly and expeditiously; (c) has a suitablefinancial status to meet obligations incidental to the Work; (d) has appropriate technicalexperience; (e) has failed to attend the pre-bid meeting; and (f) has failed to submit aproperly completed Contractor's Qualification Statement. See QUALIFICATIONS OFBIDDER.

X. QUALIFICATIONS OF BIDDER

1. Bidders are required to submit a current AIA Document A305, Contractor's QualificationStatement. Failure of a bidder to submit a fully completed Contractor's QualificationStatement may be considered, at the Owner's option, grounds for rejecting their bid.

2. The Owner may make such further investigations of bidders as he/she deems necessaryto determine the ability of the bidder to perform the work and the bidder shall furnish tothe Owner all such data for this purpose as the Owner may request. The Ownerreserves the right to reject any bid if the evidence submitted, or investigation of suchbidder, fails to satisfy the Owner that such bidder is properly qualified to carry out theobligations of the contract and to complete the work contemplated.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)



BID FORM 000300-1

SECTION 000300 - BID FORM

Bid Due: Monday, June 8, 2020, 9:00 a.m., Central Time(Proposals shall include: Bid Bond, Completed Bid Form/Certificates, Completed AIA A305document, Contractor Reference Form (see appendix), Company Safety Report for past 5 years,and Signed Section 000800 – Supplemental Conditions-Amendments to AIA A201-2017)

Bid To: Grayslake Community High School District 127Michael Zelek – Associate SuperintendentDistrict Offices400 N. Lake StreetGrayslake, IL 60030

Bid From: ____________________________________________

____________________________________________

____________________________________________

____________________________________________

Bid For: Drainage ImprovementsGrayslake Central High School


The Undersigned Acknowledges Receipt of:

Contract Documents for the work indicated above, including the Project Manual, all Drawings and alladdenda listed below:

Addenda: No. , dated _____________ (Complete, if applicable)

No. , dated _____________

No. , dated _____________

The Contract Documents are defined as follows:

The Project Manual and all Drawings including the Appendix, Drawing Index, Invitation to Bid, Bid Notice,Instruction to Bidders, Bid Form, Prevailing Wage Rate Schedule, Geotechnical Exploration Report,Agreement between Owner and Contractor (hereinafter the Agreement), Conditions of the Contract(General and Supplementary), Drawings, Schedules, Specifications, and Addenda issued prior toexecution of the Contract.

Having examined the site of the work, and having familiarized himself or herself with local conditions andexisting site conditions affecting the cost of the work and with all requirements of the ContractorDocuments, hereby agrees to perform all work and furnish all labor, material and equipment specificallyrequired of him or her by the Contract Documents and such additional work as may be included asrelated requirements in other Divisions or Sections of the specifications, and referenced standards.


BID FORM 000300-2

The Undersigned Agrees:

1. To furnish and/or install the described material and/or services for stated lump sum price andunit prices.

2. To hold this base bid and alternate bids open until sixty (90) calendar days after the bidopening date.

3. To accept the provisions of the Contract Documents including the Bid Form, Invitation to Bid,Bid Notice, Instructions to Bidders, Supplementary Instructions to Bidders, GeneralConditions, Supplementary Conditions, Specifications, Drawings, Addenda, and thedisposition of bid deposit.

4. Owner reserves the right to cancel the contract without cause with (7) seven days’ notice atany time throughout the contract period.

To enter into and execute a Contract with the Owner, if awarded on the basis of this bid and in connectiontherewith to:

1. Furnish performance and labor and material payment bonds for 100 percent (100%) of theContract Sum including any accepted alternate bids.

2. Furnish insurance coverage as required by the bidding documents and as defined in theInstructions to Bidders, General Conditions and Supplementary Conditions.

3. Accomplish the work in accordance with the Contract and Contract Documents.4. Complete all required work by the Completion Dates herein specified. Refer to Supplemental

General Conditions Section for Liquidated Damage requirements.5. To comply with all requirements of the Illinois Prevailing Wage Act ("Act"), 820 ILCS Section

130/0/01, et seq.6. To submit electronically, in Adobe PDF format, a Certified Payroll to Engineer every month

for the duration of the Project including the signed statement in accordance with 820 ILCS130/5(a)(2).

7. To assume the subcontract of the any assigned subcontractors.8. Agree to Equal Employment Opportunity9. Comply with the Human Rights Act.10. The Applications for Payment will not be reviewed by the Engineer until the Engineer

receives the Adobe PDF copies of the Contractor's Certified Payroll.11. Grayslake Community High School District 127 is not subject to Federal Excise Tax or Illinois

Retailers Occupational Tax.

Construction Schedule and Completion Dates:

The Owner will not be responsible for any additional costs due to the Contractor or Subcontractorsperforming work on evenings, weekends, or holidays in order to complete the work of the ContractDocuments on or before the following required Substantial Completion dates or Final Completion dates.

Project Schedule Requirements:

Start of On-Site Construction: The undersigned agrees to commence on-site construction activities nolater than Monday, July 13, 2020.

Substantial Completion Date: The undersigned agrees to complete all base bid and alternate bid workin the Contract Documents as required to achieve Substantial Completion, as defined by the General andSupplemental Conditions of the Contract Documents, on or before Friday, August 17, 2020.

Final Completion Date: All incomplete, incorrect or defective work identified in the Engineer's PunchList must be completed by the Contractor on or before Friday, September 11, 2020.


BID FORM 000300-3

The Engineer's Punch List will be prepared and delivered to the Contractor a maximum of seven (7) daysafter the Contractor achieves Substantial Completion.

Maintenance and Monitoring: Following Final Completion, a Maintenance and Monitoring period of noless than three-years shall begin. Maintenance and Monitoring shall be responsible for all work asindicated in the Maintenance and Monitoring Plan.

Note: The Contractor must include all necessary costs in the base bid amount to complete the work ofthis Contract during the specified contract dates including all additional labor, 2nd and 3rd shift work,overtime work and weekend work and additional material or subcontractor costs.

Continued Site Usage/Noise Generating Activities:

The site will continue to be used during the construction period. The Contractor is prohibited fromperforming activities that prove disruptive (in the Owner's or Engineer's opinions) to users and staff inother occupied areas of the park. The Contractor must work closely with the Owner to minimize disruptionof ongoing site operations and occupancy.

The Contractor must maintain a safe project site. The Contractor must comply with all Village constructionhour restrictions including the following:

Village Permitted Construction Hours:

Monday through Friday 7:00 AM - 7:00 PMSaturday 8:30 AM - 5:00 PMSunday and National Holidays – Upon Owner and Village Approval

Bid Deposit:

The undersigned furnishes herewith, as required in the Instructions to Bidders, a bid deposit in theamount of 10% of the amount bid. Cash deposit, personal or company checks are not permitted.

Bidder to check form of deposit furnished below:

________ Cashier's Check________ Certified Check made payable to the Owner________ Bank Draft made payable to the Owner________ Bid Bond naming the Owner as Obligee

It is understood and agreed that should the undersigned fail to enter into a contract with the Owner orfurnish acceptable contract security within the time and in the manner described herein or in theSupplemental Instructions to Bidders or Supplementary Conditions, the bid deposit shall be retained bythe Owner as liquidated damages and not as forfeiture. As it is impossible to determine precisely anexact amount of damages the Owner will sustain, it is agreed that the bid deposit is a fair and equitableestimate of such damages.

Base Bid:

For providing all work, including any respective allowances and assigned subcontract amounts, asrequired for the completion of the construction of the base bid scope of work as shown on the Drawingsand described in the Specifications. The base bid does NOT include the Contractor's proposed alternatesand substitutions.


BID FORM 000300-4

Base Bid: Drainage Improvements

For providing all work, including any assigned subcontract amounts, as required for the completion of theconstruction of the base bid scope of work as shown on the Drawings and described in the Specifications.The base bid does NOT include the Contractor's proposed alternates and substitutions.

Base Bid Lump Sum of:

____________________________________________________________________________ Dollars(Written Text Amount)

($__________________________________).(Written Numerical Amount)

Total Bid Schedule of Values

Complete the following Schedule of Values totaling the amount of the base bid indicated above. Breakcosts down into line items following the format indicated. Show overhead and profit as separate lineitems. Failure to complete the Total Bid Schedule of Values will result in disqualification of theContractor's bid.

TOTAL BID SCHEDULE OF VALUES

Section No. Section Title / Description of Work Cost

000700 Overhead and Profit ____________000700 Bonds ____________000700 Insurance ____________000700 General Conditions ____________311000 Demolition ____________312000 Earthwork ____________329200 Landscape Restoration ____________239200 Maintenance and Monitoring ____________

Total Bid Lump Sum (Must match TOTAL BID amount) ____________

Contractor Proposed Alternates and Substitution:

The following is a list of bidder or Contractor proposed alternates or product substitutions. The bidderunderstands that acceptance or rejection of any alternate or product substitution is the option of theOwner. Contractor proposed alternates or substitutes may be used by the Owner as part of the contractaward consideration process.

If additional space is required, attach a separate list and indicate such attachment by checking this space:_______.


BID FORM 000300-5

Work Specified Contractor Proposed Alternate Change in Base Bid

________________ ______________________________ _____________________

________________ ______________________________ _____________________

________________ ______________________________ _____________________

Bid Acceptance:

If written notice of the acceptance of this bid is mailed, sent via email, faxed or delivered to theundersigned within the time noted herein, after the date of opening of bids or at any time thereafter beforethis bid is withdrawn, the undersigned agrees that he or she will execute a construction contract (AIADocument A101, 2017 edition) in accordance with the bids as accepted. He or she will obtainperformance and payment bonds with such surety or sureties as the Owner may approve cost of whichshall be included in the base bid.

The Owner reserves the right to award the contract in its best interest, to reject any or all bids, to waiveany informality in bidding and to hold all bids for the bid guarantee period. The Owner reserves the rightto award separate contracts for any of the items of work bid herein.

Representations and Certifications:

The bidder makes the following representations and certifications as part of his or her bid on the projectherein identified in the Bid Form. In the case of a joint venture bid, each party represents and certifies asto his or her own organization.

SURETY. I have notified a Surety Company that I am submitting a bid for work to be performedon the project. The Surety Company has agreed to issue a performance and labor and materialpayment bond for my work if my bid is accepted and the contract awarded to me.

AVAILABILITY. The number and amount of contracts and awards pending which I am and/orwill be obligated to perform, now and during the course of the project, will not interfere with orhinder the timely prosecution of my work.

INDEPENDENT PRICE DETERMINATION. The contract sum in this bid has been arrived atindependently, without consultation, communication or agreement for the purpose of restrictingcompetition.

PREVAILING WAGE. The contractor and each subcontractor shall pay not less than the generalprevailing rate of hourly wages for work of a similar character in the locality in which the work isperformed and not less than general prevailing rate of hourly wages for legal holidays andovertime work in the performance of work under this contract, as established by the IllinoisDepartment of Labor, pursuant to an act of the General Assembly of the State of Illinois approvedJune 26, 1941 as amended according to the Illinois Revised Statutes, Chapter 48, Section 39s-1,et seq.

Pursuant to Illinois Revised Statutes, Chapter 48, Section 39s-5, the contractor and eachsubcontractor shall keep an accurate record showing the names and occupation of all laborers,workers and mechanics employed by them, and also showing the actual hourly wages paid toeach such individual, which record shall be open at all reasonable hours to inspection by theOwner, its officers and agents, and to agents of the Illinois Department of Labor.

The contractor and each subcontractor hereby agree, jointly and severally, to defend, indemnify


BID FORM 000300-6

and hold harmless the Owner, the Engineer, and the Engineer's consultants from any and allclaims, demands, liens or suits of any kind or nature whatsoever (including suits for injunctiverelief) by the Illinois Department of Labor under the Illinois Prevailing Wage Act, Illinois RevisedStatutes, Chapter 48, Section 39s-1, et seq., or by any laborer, worker or mechanic employed bythe contractor or the subcontractor who alleges that he has been paid for his services in a sumless than prevailing wage rates required by Illinois law. The Owner agrees to notify the contractoror subcontractor of the pendency of any such claim, demand, lien or suit. The Contractor agreesto submit a Certified Payroll to the Owner every month for the duration of the Project including thesigned statement in accordance with 820 ILCS 130/5(a)(2).

BID-RIGGING/BID ROTATING. The undersigned is not barred from bidding on this project as a result ofa violation of either Section 33E-3 (Bid-rigging) or Section 38E-4 (Bid rotating) under Article 33E ofChapter 38 of the Illinois Revised Statutes.


BID FORM 000300-7

Signatures:

The undersigned respectfully submitted this day,

in the month of , 2020.

Type of Firm (Bidder to indicate)

Individual

Partnership

Corporation

Joint Venture

______________________________________________________(Firm Name)

______________________________________________________(Address)

(AFFIX CORPORATE SEAL)______________________________

(Telephone Number)

______________________________(Authorized Bidder's Signature)

______________________________(Title)

Subscribed and sworn to me this day of , 2020.

______________________________Notary Signature:

(AFFIX NOTARY SEAL)______________________________(Printed Name)


BID FORM 000300-8

Non-Collusion Affidavit

STATE OF ILLINOISSS:

LAKE COUNTY

The undersigned Bidder or agent, being duly sworn, on oath says that he has not, nor has anyother member, representative, nor agent of the firm, company, corporation or partnershiprepresented by him, entered into any combination, collusion or agreement with any personrelative to the price to be bid by anyone at such letting, nor to prevent any person from biddingnor to induce anyone to refrain from bidding, and that this bid is made without reference to anyother bid and without agreement, understanding or combination with any other person inreference to such bidding.

He further says that no person or persons, firms or corporation has, have or will receive directlyor indirectly, any rebate, fee, gift, commission or thing of value on account of such sale.

_______________________________________________(Bidder or Agent)

FOR___________________________________________(Firm or Corporation)

Subscribed and sworn to before me this ____day of____________________, 20_____.

My Commission Expires:

________________________ _______________________(Notary Public)


BID FORM 000300-9

Certification of Eligibility to Bid

The bidder hereby certifies that the Bidder is not barred from bidding on this contract as aresult of a violation of either the bid-rigging or bid-rotating provisions of Article 33E ofthe Criminal Code of 1961, as amended.

________________________________________(Signature)



________________________ _______________________(Notary Public)


BID FORM 000300-10

Sexual Harassment Clause

Each Bidder must certify that it has complied with the requirement of section §2-105 of theIllinois Human Rights Act (Public Act 87-1257) effective July 1, 1993, with respect to sexualharassment policies. The terms of that law, as applicable, are hereby incorporated into thiscontract.

The Board of Education states that it is in compliance with said law.

______________________________________(Signature)



________________________ _______________________(Notary Public)


BID FORM 000300-11

Drug Free Workplace Certification

The Bidder does hereby certify pursuant to Section 3 of the Illinois Drug-Free Workplace Act(30 ILCS 580/3) that the Bidder shall provide a drug-free workplace for all employees engagedin the performance of work under the Contract by complying with the requirements of theIllinois Drug-Free Workplace Act and, further certifies, that the Bidder is not ineligible for awardof this Contract by reason of debarment for a violation of the Illinois Drug-Free Workplace Act.

___________________________________________(Signature)



________________________ _______________________(Notary Public)


BID FORM 000300-12

Certificate of Compliance with Prevailing Wage Act

Bidder, does hereby certifies that while under contract to Grayslake Community High SchoolDistrict 127, Lake County, Illinois, that said Bidder has and will fully comply with the applicableprovisions, of the Illinois Prevailing Wage Rate Act, (820 ILCS 130/0.01)

Bidder also will maintain records of payments following the Prevailing Wage Rate Act (820ILCS 130/5 (a) (1), (b)

Bidder will submit certified payroll records following the Prevailing Wage Rate Act (820 ILCS130/5 (a)(2)

____________________________________________Name of Bidder (Please print)

By: _________________________________________Authorized Signature

____________________________________________Title

____________________________________________Date



______________________________ _____________________________(Notary Public)


BID FORM 000300-13

STATEMENT OF ETHICS CERTIFICATION

By submission of this bid or proposal, the bidder certifies that:

a. This bid or proposal has been independently arrived at without collusion neither with anyother bidder nor with a competitor.

b. This bid or proposal has not been knowingly disclosed and will not be knowingly disclosed,prior to the opening of bids or proposals for this project, to any other bidder, competitor orpotential competitor.

c. No attempt has been or will be made to induce any other person, partnership or corporation tosubmit or not to submit a bid or proposal.

d. Bidder has not been convicted of price fixing nor pleaded “no contest” to such charges withinthe last five (5) years.

e. Bidder is not a subsidiary of a company that has been convicted of price fixing nor pleaded“no contact” to such charges within the last five (5) years.

Name of Contractor

By:Authorized Signature

Title

Date



______________________________ _____________________________(Notary Public)


BID FORM 000300-14

GRAYSLAKE COMMUNITY HIGH SCHOOL DISTRICT 127

CERTIFICATION REGARDING

CRIMINAL BACKGROUND INVESTIGATIONS

Contractor agrees that it shall not employ any person who has or may have direct, daily contactwith the pupils of any school in the District, and for whom a criminal background investigation hasnot been conducted pursuant hereto, and further represents and agrees that all applicants for anysuch employment shall complete the District form authorizing the Board of Education to request acriminal background investigation of said applicant pursuant to Section 5/10-21.0 of the SchoolCode of Illinois and to receive criminal history record information pursuant thereto to determine ifthe applicant has been convicted of committing or attempting to commit any of the criminal ordrug offenses therein.

Contractor further represents, warrants, and certifies that no applicant for employment with respectto whom the criminal investigation reveals any conviction for committing and/or attempting tocommit any of the above enumerated offenses, shall be employee thereby in any position thatinvolves or may involve contact with the students of the school district.

Name of Contractor (Please Print)

Date

By:(Signature)

Position with Contractor



______________________________ _____________________________(Notary Public)


PREVAILING WAGES 000400-1

SECTION 000400-PREVAILING WAGES

PART 1 - GENERAL

1.1 SUMMARYA. Section Includes:

1. Sample Illinois Department of Labor Prevailing Wages for Lake County.

B. Related Requirements Specified Elsewhere in the Project Manual:1. Division 1, Section 000300 - Bid Form.

C. The Contractor and all subcontractors shall not pay less than the prevailing rate ofhourly wages for work indicated on the most current edition of the Illinois Departmentof Labor Prevailing Wages for Lake County schedule.

1. Contractor is responsible for complying with all requirements of the Illinois PrevailingWage Act ("Act"), 820 ILCS Section 130/0/01, et seq. to the extent that it applies.

2. The Contractor must pay the general prevailing rate of wages in the locality for each craftor type of worker or mechanic needed to execute the contract or perform such work, alsothe general prevailing rate for legal holiday and overtime work, as ascertained by thepublic body or by the Department of Labor shall be paid for each craft or type of workerneeded to execute the contract or to perform such work, and it shall be mandatory uponthe bidder and upon any subcontractor under him, to pay not less than the specified ratesto all laborers, workers and mechanics employed by them in the execution of the contractor such work. Refer to Section 000400 - Prevailing Wage Rate Schedule for additionalinformation and requirements.

3. The Contractor must insert a provision or stipulation regarding the payment of prevailingwage rate into the subcontract and Contractor's bond.

4. The Contractor must post the relevant prevailing wage rates at a location at the ProjectSite that is easily accessible by the workers.

5. The Contractor and all subcontractors must create, and keep for at least three (3) years,records of all laborers, mechanics, and other workers employed by them on the Project.Refer to 820 ILCS 130/5/(a)(1) and 820 ILCS 130/5/(1), (b).

6. The Contractor must submit a Certified Payroll to the Owner every month for the durationof the Project including the signed statement or a certified letter in lieu thereof certifyingthat the Act does not apply. Submit the Certified Payroll with the Contractor's Applicationfor Payment. The Applications for Payment will not be reviewed until the Engineerreceives the Certified Payroll. Refer to 820 ILCS 130/5(a)(2).

7. Refer to the Illinois Department of Labor's website for additional information andrequirements at www.state.il.us/agency/idol/laws/Law130.htm.

8. A sample schedule is attached to this section for informational purposes only.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

PART 4 - WAGE RATE SCHEDULE ATTACHMENT (Refer to following pages).

A. A sample prevailing wage rate schedule for Lake County, published by the IllinoisDepartment of Labor, is included in this section for information only.1. The Contractor is required to obtain and post, at the project site, a current

copy of the Illinois Department of Labor Prevailing Wages listing for LakeCounty effective at the start of on-site work.

B. The Contractor must contact the Illinois Department of Labor for current prevailing wagesand must pay all workers prevailing wages.

Overtime

Trade Title Rg Type C Base Foreman M-F Sa Su Hol H/W Pension Vac Trng Other Ins

ASBESTOS ABT-GEN All ALL 43.72 44.72 1.5 1.5 2.0 2.0 14.99 13.61 0.00 0.90

ASBESTOS ABT-MEC All BLD 37.88 40.38 1.5 1.5 2.0 2.0 13.42 12.20 0.00 0.72

BOILERMAKER All BLD 50.51 55.05 2.0 2.0 2.0 2.0 6.97 14.65 0.00 1.10

BRICK MASON All BLD 46.88 51.57 1.5 1.5 2.0 2.0 10.85 19.31 0.00 0.95

CARPENTER All ALL 48.55 50.55 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73

CEMENT MASON All ALL 45.53 47.53 2.0 1.5 2.0 2.0 10.65 24.35 0.00 0.50

CERAMIC TILE FINISHER All BLD 40.56 40.56 1.5 1.5 2.0 2.0 11.00 12.80 0.00 0.86

COMMUNICATION TECHNICIAN All BLD 37.95 40.75 1.5 1.5 2.0 2.0 12.21 15.12 2.17 0.85

ELECTRIC PWR EQMT OP All ALL 43.71 59.52 1.5 1.5 2.0 2.0 6.00 13.55 0.00 0.77 1.31

ELECTRIC PWR EQMT OP All HWY 41.45 56.38 1.5 1.5 2.0 2.0 5.50 12.87 0.00 0.73

ELECTRIC PWR GRNDMAN All ALL 33.69 59.52 1.5 1.5 2.0 2.0 6.00 10.44 0.00 0.59 1.01

ELECTRIC PWR GRNDMAN All HWY 32.00 56.38 1.5 1.5 2.0 2.0 5.50 9.92 0.00 0.66

ELECTRIC PWR LINEMAN All ALL 52.44 59.52 1.5 1.5 2.0 2.0 6.00 16.27 0.00 0.93 1.58

ELECTRIC PWR LINEMAN All HWY 49.67 56.38 1.5 1.5 2.0 2.0 5.50 15.40 0.00 0.88

ELECTRIC PWR TRK DRV All ALL 34.90 59.52 1.5 1.5 2.0 2.0 6.00 10.83 0.00 0.62 1.05

ELECTRIC PWR TRK DRV All HWY 33.14 56.38 1.5 1.5 2.0 2.0 5.50 10.29 0.00 0.59

ELECTRICIAN All BLD 41.21 45.21 1.5 1.5 2.0 2.0 14.10 21.61 6.00 0.67

ELEVATOR CONSTRUCTOR All BLD 56.61 63.69 2.0 2.0 2.0 2.0 15.58 17.51 4.53 0.62

FENCE ERECTOR All ALL 42.88 44.88 1.5 1.5 2.0 2.0 13.64 14.89 0.00 0.65

GLAZIER All BLD 44.85 46.35 1.5 2.0 2.0 2.0 14.49 22.29 0.00 0.94

HEAT/FROST INSULATOR All BLD 50.50 53.00 1.5 1.5 2.0 2.0 13.42 13.66 0.00 0.72

IRON WORKER All ALL 50.63 52.63 2.0 2.0 2.0 2.0 14.65 23.78 0.00 0.44

LABORER All ALL 43.72 44.47 1.5 1.5 2.0 2.0 14.99 13.61 0.00 0.90

LATHER All ALL 48.55 50.55 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73

MACHINIST All BLD 48.93 51.43 1.5 1.5 2.0 2.0 7.68 8.95 1.85 1.32

MARBLE FINISHER All ALL 35.15 48.33 1.5 1.5 2.0 2.0 10.85 17.66 0.00 0.52

MARBLE MASON All BLD 46.03 50.63 1.5 1.5 2.0 2.0 10.85 18.78 0.00 0.64

MATERIAL TESTER I All ALL 33.72 1.5 1.5 2.0 2.0 14.99 13.61 0.00 0.90

MATERIALS TESTER II All ALL 38.72 1.5 1.5 2.0 2.0 14.99 13.61 0.00 0.90

MILLWRIGHT All ALL 48.55 50.55 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73

OPERATING ENGINEER All BLD 1 51.10 55.10 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65

Lake County Prevailing Wage Rates posted on 3/3/2020







OPERATING ENGINEER All FLT 1 58.20 58.20 1.5 1.5 2.0 2.0 19.65 15.10 2.00 1.40






OPERATING ENGINEER All HWY 1 49.30 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65







ORNAMENTAL IRON WORKER All ALL 50.05 52.55 2.0 2.0 2.0 2.0 14.14 21.13 0.00 1.25

PAINTER All ALL 47.30 53.21 1.5 1.5 1.5 2.0 12.01 12.74 0.00 1.87

PAINTER - SIGNS All BLD 39.84 44.74 1.5 1.5 2.0 2.0 2.73 3.39 0.00 0.00

PILEDRIVER All ALL 48.55 50.55 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73

PIPEFITTER All BLD 49.60 52.60 1.5 1.5 2.0 2.0 10.75 19.85 0.00 2.67

PLASTERER All BLD 45.40 47.40 2.0 1.5 2.0 2.0 10.65 24.65 0.00 0.50

PLUMBER All BLD 51.00 54.05 1.5 1.5 2.0 2.0 15.37 14.75 0.00 1.35

ROOFER All BLD 44.60 48.60 1.5 1.5 2.0 2.0 10.58 13.31 0.00 0.70

SHEETMETAL WORKER All BLD 45.50 49.14 1.5 1.5 2.0 2.0 11.70 25.58 0.00 0.86

SIGN HANGER All BLD 32.68 35.29 1.5 1.5 2.0 2.0 5.40 3.75 0.00 0.00

SPRINKLER FITTER All BLD 50.15 52.65 1.5 1.5 2.0 2.0 13.50 16.60 0.00 0.65

STEEL ERECTOR All ALL 42.07 44.07 2.0 2.0 2.0 2.0 13.45 19.59 0.00 0.35

STONE MASON All BLD 46.88 51.57 1.5 1.5 2.0 2.0 10.85 19.31 0.00 0.95

TERRAZZO FINISHER All BLD 42.54 42.54 1.5 1.5 2.0 2.0 11.00 14.64 0.00 0.88

TERRAZZO MASON All BLD 46.38 49.88 1.5 1.5 2.0 2.0 11.00 16.09 0.00 0.93

TILE MASON All BLD 47.50 51.50 1.5 1.5 2.0 2.0 11.00 16.06 0.00 0.93

TRAFFIC SAFETY WORKER All HWY 37.75 39.35 1.5 1.5 2.0 2.0 9.30 9.87 0.00 0.30

TRUCK DRIVER All ALL 1 38.65 39.20 1.5 1.5 2.0 2.0 10.50 8.50 0.00 0.15




TUCKPOINTER All BLD 46.50 47.50 1.5 1.5 2.0 2.0 8.34 18.40 0.00 0.93

LegendRg RegionType Trade Type - All,Highway,Building,Floating,Oil & Chip,RiversC ClassBase Base Wage RateOT M-F Unless otherwise noted, OT pay is required for any hour greater than 8 worked each day, Mon through Fri. The number listed is the multiple of the base wage.OT Sa Overtime pay required for every hour worked on SaturdaysOT Su Overtime pay required for every hour worked on SundaysOT Hol Overtime pay required for every hour worked on HolidaysH/W Health/Welfare benefitVac VacationTrng TrainingOther Ins Employer hourly cost for any other type(s) of insurance provided for benefit of worker.

Explanations LAKE COUNTY

The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL.

EXPLANATION OF CLASSES

ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date.

ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain.

CERAMIC TILE FINISHER

The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars

including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled.

COMMUNICATION TECHNICIAN

Low voltage construction, installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including outside plant, telephone, security systems and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area network), LAN (local area networks), and ISDN (integrated system digital network), pulling of wire in raceways, but not the installation of raceways.

MARBLE FINISHER

Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade), carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner.

MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt.

MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures.

OPERATING ENGINEER - BUILDING

Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Conveyor (Truck Mounted); Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Spider Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-

Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines.

Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled); Rock Drill (Truck Mounted); Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame.

Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps, Well Points; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches.

Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift.

Class 5. Assistant Craft Foreman.

Class 6. Gradall.

Class 7. Mechanics; Welders.

OPERATING ENGINEERS - HIGHWAY CONSTRUCTION

Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments); Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic Telescoping Form (Tunnel); Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers); Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO).

Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type); Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; Hydro Excavating (excluding hose work); Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc.; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size); Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc.; Tug Boats.

Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over); Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven.

Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points; Vacuum Trucks (excluding hose work); Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches.

Class 5. SkidSteer Loader (all); Brick Forklifts; Oilers.

Class 6. Field Mechanics and Field Welders

Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature.

OPERATING ENGINEER - FLOATING

Class 1. Craft Foreman; Master Mechanic; Diver/Wet Tender; Engineer; Engineer (Hydraulic Dredge).

Class 2. Crane/Backhoe Operator; Boat Operator with towing endorsement; Mechanic/Welder; Assistant Engineer (Hydraulic Dredge); Leverman (Hydraulic Dredge); Diver Tender.

Class 3. Deck Equipment Operator, Machineryman, Maintenance of Crane (over 50 ton capacity) or Backhoe (115,000 lbs. or more); Tug/Launch Operator; Loader/Dozer and like equipment on Barge, Breakwater Wall, Slip/Dock, or Scow, Deck Machinery, etc.

Class 4. Deck Equipment Operator, Machineryman/Fireman (4 Equipment Units or More); Off Road Trucks; Deck Hand, Tug Engineer, Crane Maintenance (50 Ton Capacity and Under) or Backhoe Weighing (115,000 pounds or less); Assistant Tug Operator.

Class 5. Friction or Lattice Boom Cranes.

Class 6. ROV Pilot, ROV Tender

TRAFFIC SAFETY - Effective November 30, 2018, the description of the traffic safety worker trade in this County is as follows: Work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary, non-temporary or permanent lane, pavement or roadway markings, and the installation and removal of temporary road signs.

TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION

Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site.

Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer

Trucks under 7 yards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles.

Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter.

Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front.

TERRAZZO FINISHER

The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics.

Other Classifications of Work:

For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications.

LANDSCAPING

Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver.

MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II

Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II".

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Project Engineer

kmeyers

Text Box

5/17/2020


SUPPLEMENTAL CONDITIONS 000800-1

2644572.2

SECTION 000800 – SUPPLEMENTAL CONDITIONS

Amendments to the AIA A201-2017(General Conditions of the Contract for Construction)

Date:

Contract Date:

Project Name:

Owner:

Architect:

Contractor:

The following text modifies the “General Conditions of the Contract for Construction,” AIADocument A201-2017 for the project identified above. Where a portion of the AIA DocumentA201-2017 is modified or deleted by these Amendments, the unaltered portions shall remain ineffect. If there is a conflict between these Amendments any other Contract Document, asdefined below, these Amendments shall control.

By signing below, the Owner and Contractor agree to the following modifications:

ARTICLE 1: GENERAL PROVISIONS

1.1 BASIC DEFINITIONS

1.1.1 Delete entirely and substitute:

The Contract Documents consist of the Invitation to Bid, Instruction to Bidders,Bid Form, Agreement between Owner and Contractor, as amended, (hereinafterthe Agreement), Conditions of the Contract, as amended, (General,Supplementary and other Conditions), all sections of the Project Manual,including Drawings, Schedules, Specifications, and addenda issued prior toexecution of the Contract, other documents listed in the Agreement, as amended,and Modifications issued after execution of the Contract. A Modification is 1) awritten amendment of the Contract signed by both parties, 2) a Change Order, 3) aConstruction Change Directive, 4) an Architect’s Supplemental Instruction, or 5)a written order for a minor change in the work issued by the Architect.

1.1.1.1 Add the following new Section 1.1.1:

The Agreement, as amended, represents the entire and integrated agreementbetween the Owner and the Contractor and supersedes all prior negotiations,representations or agreements, either written or oral. Any revision, amendment, or



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modification to the Standard Form of the Agreement shall be valid, binding, andenforceable only if signed by Contractor and the authorized representative ofOwner's Board of Education. In the event of conflict, terms and conditionscontained in the Agreement, as amended, shall take precedence over terms andconditions contained in the General Conditions, as amended, and the terms andconditions in the General Conditions, as amended, shall take precedence over allother terms and conditions contained in the other Contract Documents. If theRequest for Proposals and the Proposal are included in the Contract Documents,then the Request for Proposals shall take precedence over the Proposal, unlessspecifically agreed otherwise herein. Any reference to any Contract Documentshall mean the document as amended and/or supplemented for this Project.

1.1.2 Add “as amended” in the second sentence after “Contract”. In the third sentence,add "written" before "Modification" and add the following after "Modification":"signed by Contractor, approved by Owner's Board of Education, and signed bythe representative of Owner's Board of Education who is authorized to signcontracts. As a material consideration for the making of the Contract,modifications to the Contract shall not be construed against the maker of saidmodifications."

1.1.2.1 Add the following new Section 1.1.2.1:

To be effective, all Contract Documents requiring signatures must be signed firstby the Contractor and then by the Owner's authorized representative, afterapproval by Owner's Board of Education. If an approved Contract Documentrequiring signature has not been signed, then the missing signature shall beprovided within a reasonable period of time. Failure to sign an approved ContractDocument after notice and a reasonable opportunity to sign shall be considered amaterial breach of the Contract.

1.1.3 Add the following at the end of the Section:

The Work includes all of Contractor's responsibilities as to all labor, parts,supplies, skill, supervision, transportation services, storage requirements, andother facilities and things necessary, proper or incidental to the carrying out andcompletion of the terms of the Contract Documents and the ConstructionDocuments and all other items of cost or value needed to produce, construct andfully complete the public Work identified by the Contract Documents and theConstruction Documents.

"Construction Documents" means: all Drawings, specifications, submittals,transmittals, deliverables, instructions to Contractors and other documents,including those in electronic form, prepared by the Architect and the Architect'sconsultants and shall set forth in detail the requirements for construction of theProject. The Construction Documents shall include Drawings and Specificationsthat establish in detail the quality levels of materials and systems required for theProject. The Construction Documents shall reflect all agreements between Owner



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and Architect concerning Owner's budgetary constraints, programmatic needs andexpectations as to quality, functionality of systems, maintenance costs, and usablelife of equipment and facilities. The Architect shall provide ConstructionDocuments which are sufficient for Owner to complete construction of theProject, and are free from material defects or omissions. The ConstructionDocuments shall comply with all applicable laws, ordinances, codes, rules, andregulations, as of the date of issuance.

1.1.5 Add the following at the end of Section 1.1.5:

Figured dimensions shall be followed in preference to measurements by scale.All shall be checked against field measurements of existing conditions to be takenby the Contractor.

1.1.7 Change the title to "CONSTRUCTION DOCUMENTS", and replace"Instruments of Service" with "Construction Documents" throughout theparagraph.

1.1.8 Change the title to "PROJECT MANUAL", and delete the existing paragraph andreplace it with the following:

The Project Manual is a volume assembled for the Work which includes thebidding or proposal requirements, sample forms, Conditions of the Contract andSpecifications.

1.1.9 Add the following new Section 1.1.9:

Product

The term “product” as used in the Contract Documents includes materials,systems, and equipment.


Provide

Where the term “provide” appears, it shall be taken and interpreted to mean, “TheContractor shall furnish all labor, material, equipment and accessoryappurtenances or materials necessary to install and complete”

1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS

1.2.1 Delete the following: “; performance by the Contractor shall be required only tothe extent consistent with the Contract Documents and reasonably inferable fromthem as being necessary to produce the indicated results.” Insert at the end of thisSection the following:



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During the course of the Work, should any conflict be found in or between theContract Documents, the Contractor shall be deemed to have estimated the Workon the basis of the greater quantity or better quality, or the most stringentrequirement, unless he shall have obtained an interpretation in writing from theArchitect as to what shall govern before the submission of his Proposal. TheArchitect, in case of such conflict, may interpret or construe the documents so asto obtain the most substantial and complete performance of the Work consistentwith the Contract Documents and reasonably inferable therefrom, in the bestinterest of Owner, and the Architect's interpretation shall be final. The terms andconditions of this clause shall not relieve any party of any other obligation underthe Contract Documents.


The specifications are of the abbreviated type and may include incompletesentences. Omissions of phrases such as “The Contractor shall” or “conformingto the requirements of” is intentional; omitted words or phrases shall be suppliedby inference in the same manner as they are when a “note” occurs on thedrawings. Words in singular shall include a plural whenever applicable, or thecontext so indicates.


In the event of conflicts or discrepancies among the Contract Documents,interpretations will be based on the following priorities: 1) The Agreement, 2)Addenda, with those of later date having precedence over those of earlier date, 3)The Supplementary Conditions, 4) The General Conditions of the Contract forConstruction, 5) Drawings and Specifications.


RELATION OF SPECIFICATIONS AND DRAWINGS

General Requirements in the Specifications govern the execution of allSpecifications. Summary paragraphs present a brief indication of the Work, butdo not limit the Work as later detailed. The Drawings and Specifications arecorrelative and have equal authority and priority. Should the Drawings andSpecifications have internal inconsistencies, then the Contractor shall base thebids and construction on the most expensive combination of quality and quantityof work indicated. For purposes of construction, the Architect shall determine theappropriate Work, after the Contractor brings the inconsistency to the Architect'sattention. Failure to report an inconsistency shall be evidence that Contractor haselected to proceed in the more expensive manner.

1.2.5 Add the following new Section 1.2.5

MATERIALS, EQUIPMENT AND PROCESSES



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Exact location and arrangement of the various pieces of equipment specified shallbe determined with the approval of the Architect after equipment has beenselected and/or as the Work progresses. All equipment shall, insofar as possible,be installed in such a manner as will not interfere with architectural or structuralportions of the building. Should changes become necessary because of a failure ofthe Contractor to comply with the bidding instructions which results in equipmentrequiring area not shown on the Construction Documents, the Contractor shall befully responsible for completing any required modifications or eliminating anyinterferences. Where in the Drawings and Specifications, certain products,manufacturer's trade names, or catalog numbers are specified, it is done for theexpress purpose of establishing a standard of function, dimension, appearance,and quality of design in harmony with the Work, and is not intended for thepurpose of limiting competition. Materials or equipment shall not be substitutedunless the Architect has specifically accepted such substitution for use on thisProject. When more than one material, process, or brand is specified for aparticular item of Work, the choice shall be the Contractor's. The final selection ofcolor and pattern will be made by the Owner from the range available within theoption selected by the Contractor, unless the item is specified to match a specificcolor or sample furnished. Where particular items are specified, products of thosenamed manufacturers are required unless Contractor submits for considerationproposed substitutions of materials, equipment or processes from those set out inthe Contract Documents. Submittals of proposed substitutions should containsufficient information to allow the Architect and Owner to determine if theproposed substitution is in fact equal to or better than the requirements in theContract Documents. The Architect shall review and respond to proposedsubstitutions within fifteen (15) days of receipt. Contractor shall bear all riskcaused by submitting substitutions, including all costs. The Owner may approvesubstitutions only when the substitution is clearly provided by the Contract to beequal in performance characteristics to the requirements of the ContractorDocuments, equally compatible with the existing installations and complementaryto the architectural design for the Work. Certain specified construction andequipment details may not be regularly included as part of the namedmanufacturer's standard catalog equipment, but shall be obtained by theContractor from the manufacturer as required for the proper evaluation and/orfunctioning of the equipment. Reasonable minor variations in equipment areexpected and will be acceptable, if approved by the Architect and Owner,however, indicated and specified performance and material requirements are theminimum. The Owner and the Architect reserve the right to determine theequality of equipment and materials that deviate from any of the indicated andspecified requirements.

1.2.6 STANDARDS AND REQUIREMENTS

When the Contract Documents refer to standards, building codes, manufacturers'instructions, or other documents, unless otherwise specified, then the currentedition as of the date of execution of the Agreement by the last party to executesaid Agreement shall apply. It shall be the responsibility of the Architect to



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address revisions or amendments to applicable codes or standards which ariseafter the date of execution of the Agreement and until Final Completion, pursuantto the terms of the Agreement between Owner and Architect. Requirements ofpublic authorities apply as minimum requirements only and do not supersedemore stringent specified requirements.

1.4 INTERPRETATION

Add the following at the end of the Section:

The descriptive headings of this Agreement are inserted for convenience only andshall not control or affect the meaning or construction of any provisions followingthem.

1.5 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHERINSTRUMENTS OF SERVICE

1.5.1 Change the title to “CONSTRUCTION DOCUMENTS”, delete the first sentenceand replace it with the following:

All ownership rights, whether common law, statutory, or other reserved rights,including copyright ownership of the Construction Documents, are controlled bythe Agreement between the Owner and the Architect.

In the second sentence replace "Instruments of Service" with "ConstructionDocuments". In the last sentence of the existing paragraph delete "the Architect'sor Architect's consultants' "and replace it with "any".

1.5.2 Delete "authorized" in the first sentence and replace it with "granted a limitedlicense". Replace "Instruments of Service" with "Construction Documents"throughout the paragraph. In the last sentence of the original paragraph, delete"Owner, Architect and the Architect's consultant's" and replace it with "copyrightholder". Add the following at the end of the existing paragraph:

All copies of the Construction Documents, except the Contractor's record set,shall be returned or suitably accounted for to the copyright holder uponcompletion of the Work.

1.7 DIGITAL DATA USE AND TRANSMISSION

Replace “Instruments of Service” with “Construction Documents”.

ARTICLE 2: OWNER

2.1 GENERAL




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The Owner is the public school district identified in the Contract Documents. TheBoard of education, by majority vote, is the only representative of the Ownerhaving the power to enter into or amend a contract, to approve changes in thescope of Work, to approve and execute a Change Order or Construction ChangeDirective modifying the Contract Sum or Guaranteed Maximum Price, or agree toan extension to the date of Substantial or Final Completion. The Board will act assoon as reasonably possible to avoid undue delays. The Board designatesauthorized representatives to act on its behalf for day-to-day operations under theContract.

Owner's Board of Education hereby delegates to the Superintendent of Schools ordesignee the authority to approve changes to the Work where such changes arewithin the Owner's contingency or the Contractor's contingency, and which do notexceed $ 50,000.00, or will not increase the dates for Substantial or FinalCompletion by more than two (2) days. Any such change shall be confirmed inwriting between the Contractor and Owner's Superintendent or designee, andnotice of such approved changes shall be given to the Board at its next regularmeeting. Except as otherwise provided in the Contract Documents, the Architectdoes not have such authority. Neither Architect nor Contractor may rely upon thedirection of any employee of Owner who has not been designated in writing bythe Superintendent or Board of Education; Owner shall not be financiallyresponsible for actions taken by the Architect or Contractor in reliance upondirection from unauthorized persons.


It shall be distinctly understood that by virtue of this Contract, no mechanic,contractor, material person, artisan, or laborer, skilled or unskilled, shall ever inany manner have, claim, or acquire any lien upon the buildings or any of theimprovements of whatsoever nature or kind so erected or to be erected by virtueof this Contract or upon any of the land on which said buildings or any of theimprovements are so erected, built, or situated. It shall be further understood thatthis Contract is not written for the benefit of third parties.


The Owner shall require the Contractor and the Architect to meet periodically atmutually-agreed-upon intervals, for the purpose of establishing procedures tofacilitate cooperation, communication, and timely responses among theparticipants. By participating in this arrangement, the parties do not intend tocreate additional contractual obligations or modify the legal relationships whichmay otherwise exist.


The Owner may require that the Contractor use and/or respond to certain Owner-furnished forms or inquiries during the course of the Project. From time to time,



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there may be future revisions, changes, additions or deletions to these forms. Thefact that the Owner modifies and increases reasonable reporting requirementsshall not serve as the basis for a claim for additional time or compensation by theContractor.

2.2 EVIDENCE OF THE OWNER’S FINANCIAL ARRANGEMENTS

2.2.1 Delete entirely.




2.3 INFORMATION AND SERVICES REQUIRED OF THE OWNER

2.3.3 Delete “as to whom the Contractor has no reasonable objection and”.

2.3.4 Add the following at the beginning of the existing paragraph: “If requested inwriting by the Contractor prior to the start of the Work, the Owner shall furnishsurveys known to the Owner", and change "The" to "the" in that sentence.

Add the following at the beginning of the second sentence: "Other than the metesand bounds noted in the legal description of the site," change "The" to "the" inthat sentence, and add "not" after "shall".

Add the following at the end of the existing paragraph: "Other than the metes andbounds noted in the survey, if any, Owner does not guarantee the accuracy ofsurveys provided, including the locations of utility lines, cables, pipes orpipelines, or the presence or absence of easements."

2.3.5 Delete the period at the end of the first sentence and all of the second sentence upto the word "after", and leave the remaining portion of the last sentence intact.

Add the following at the end of the existing paragraph: "Absent a timely request,any Claim based upon lack of such information or services shall be waived.”

2.3.6 Delete "one copy" and replacing it with" _ copies", and replacing the second"Contract Documents" with "Construction Documents".

2.4 OWNER’S RIGHT TO STOP THE WORK

Add “defective before the first “Work”, add “fails to correct Work” after the first“Work”, delete the word “repeatedly”, add “or the Construction Documents” after“Contract Documents”, place a period after “entity” and delete “, except to theextent required by Section 6.1.3.”.



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At the end of the Section add: “This right shall be in addition to and not inrestriction or derogation of the Owner’s rights under Article 14 hereof.”

2.5 OWNER’S RIGHT TO CARRY OUT THE WORK

Delete entirely and substitute:

If the Contractor defaults or neglects to carry out the Work in accordance with theContract Documents and fails within a seven-day period after receipt of writtennotice from the Owner to commence and continue correction of such default orneglect with diligence and promptness, the Owner may immediately withoutprejudice to other remedies the Owner may have, correct such deficiencies. Insuch case an appropriate Change Order shall be issued deducting from paymentsthen or thereafter due the Contractor the cost of correcting such deficiencies,including, but not limited to, attorney’s fees, compensation for the Architect’sadditional services and expenses made necessary by such default, neglect orfailure. Such Change Order shall be deemed signed by the Contractor for thepurposes stated in Section 7.2.1 even if the Contractor fails to physically signsuch Change Order. If the payments then or thereafter due the Contractor are notsufficient to cover such amount, at the Owner’s option, the excess shall bededucted from any payment thereafter due or shall be paid by the Contractorimmediately upon demand of the Owner.

2.6 Add the following new Section 2.5: ADDITIONAL RIGHTS

The rights stated in Article 2 shall be in addition and not in limitation of any otherrights of the Owner granted in the Contract Documents or at law or in equity.

ARTICLE 3: CONTRACTOR

3.1 Add the following before the final period of the existing paragraph: ", andincludes the Construction Manager, if applicable.

3.1.2 Add the following before the first period of the existing sentence: ", andsubmittals approved pursuant to section 3.12."

3.1.3 Add "activities of the Owner or Owner's agents" after the second "Contract" in theparagraph.


The Contractor represents and warrants the following to the Owner (in addition tothe other representations and warranties contained in the Contract Documents), asan inducement to the Owner to execute this Contract, which representations andwarranties shall survive the execution and delivery of the Contract and the FinalCompletion of the Work:



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.1 that it is financially solvent, able to pay its debts as they mature, andpossessed of sufficient working capital to complete the Work and performits obligations under the Contract Documents;

.2 that it is able to furnish the tools, materials, supplies, equipment and laborrequired to timely complete the Work and perform its obligationshereunder and has sufficient experience and competence to do so;

.3 that it is authorized to do business in the State where the Project is locatedand properly licensed by all necessary governmental, public, and quasi-public authorities having jurisdiction over it, the Work, or the site of theProject; and

.4 that the execution of the Contract and its performance thereof are withinits duly-authorized powers.

3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BYCONTRACTOR


The Contractor represents and warrants by submission of a Proposal that he hascarefully examined the Contract Documents, any soil test reports, drainagestudies, geotechnical or other reports and the site of the Work, and that, from hisown investigations, he has satisfied himself as to the nature and location of theWork, the character; quality and quantity of surface and subsurface materialslikely to be encountered, the character of equipment and other facilities neededfor the performance of the Work, the general and local conditions and all othermaterials which may in any way affect the Work or its performance. Should theContractor find discrepancies, omissions or conflicts within the ContractDocuments, or be in doubt as to their meaning, the Contractor shall at once notifyin writing the Architect and Owner, and Architect will issue a written addendumto all parties that is consistent with the Owner's Scope of the Work. TheContractor shall not be entitled to any additional time or compensation forContractor's failure to visit the, site, or for any additional Work caused by theContractor's fault, by improper construction, or by Contractor's failure to visit thesite or to carefully study and compare the Contract Documents prior to executionof the Work.


It shall be the duty of the Contractor to verify all dimensions given on theDrawings, and to report any error or inconsistency to the Architect beforecommencing work.

3.2.2 Delete the remainder of Section 3.2.2 after the first sentence, and substitute:



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The Contractor shall promptly report to the Owner and the Architect any errors,omissions, or inconsistencies in the Contract Documents. Contractor shall notperform any Work involving an error, inconsistency, or omission without furtherinstructions or revised Construction Documents from the Architect. TheContractor shall not be liable to the Owner or Architect for damage resulting fromerrors, inconsistencies, or omissions in the Contract Documents, unless theContractor recognized or should have recognized such error, inconsistency, oromission, and failed to report it to the Architect, in which case the Contractorshall not be entitled to an increase in the Contract Sum or Contract Time and theContractor shall bear all attributable costs for correction. The Contractor agreesto release and hold harmless the Owner for errors, inconsistencies or omissions inthe Contract Document.


The Owner does not guarantee the exactness of grades, elevations, dimensions,existing conditions, or locations given on any drawings issued by the Architect orthe work installed by other contractors. The Contractor shall, therefore, satisfyhimself as to the accuracy of all grades, elevations, existing conditions,dimensions and locations. In all cases of interconnection of the Contractor’s workwith existing or other work, the Contractor shall verify at the site all dimensionsrelating to such existing or other work. Any errors due to the Contractor’s failureto so verify all such grades, elevations, existing conditions, locations ordimensions shall be promptly rectified by him without extra cost to the Owner.

3.2.3 Insert "Neither the Owner nor" at the beginning of the paragraph; changing theupper case "T" to a lower case "t" for the word "The"; and deleting "not" in thefirst line of the paragraph.

3.2.4 After the first sentence and before the second sentence, insert the following:

However, Contractor shall not be entitled to additional compensation foradditional Work caused by Contractor’s failure to carefully study and compare theConstruction Documents prior to the execution of the Work.

Delete the last sentence of this Section and substitute:

If the Contractor performs the obligations in Sections 3.2.2 and 3.2.3, theContractor shall not be liable to the Owner or Architect for damages resultingfrom errors, inconsistencies, or omissions in the Contract Documents or fordifferences between field measurements or conditions and the ContractDocuments, unless the Contractor recognized or should have recognized the error,inconsistency, omission, or difference and failed to report it.


Prior to performing any Work, and only if applicable, Contractor shall locate allutility lines as shown and located on the plans and specifications, including



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telephone company lines and cables, sewer lines, water pipes, gas lines, electricallines, including, but not limited to, all buried pipelines and buried telephonecables, and shall perform any Work in such a manner so as to avoid damaging anysuch lines, cables, pipes, and pipelines. In addition, Contractor shallindependently determine the location of same. Contractor shall be responsible forany damage done to such utility lines, cables, pipes and pipelines during its Work,and shall be responsible for any loss, damage, or extra expense resulting fromsuch damage. Repairs shall be made immediately to restore all service. Any delayfor such break shall be attributable to Contractor. In addition, and only ifapplicable, Contractor shall review the appropriate AHERA and hazardousmaterials surveys for the pai1icular campuses involved in the Project, and shallnotify all Subcontractors and Sub-subcontractors of the necessity to review saidsurveys. Contractor shall perform any Work in such a manner as to avoiddamaging, exposing, or dislodging any asbestos-containing materials that areclearly identified and located in AHERA and other hazardous material surveys.Before performing any portion of the Work, the Contractor shall fully investigateall physical aspects of the Project Site and verify all dimensions, measurements,property lines, grades and elevations, existing improvements, and generalsuitability of existing conditions at the Project site. If applicable, Contractor shallcomply with U.S. Environmental Protection Agency rules concerning renovating,repairing or painting work in schools built prior to 1978 involving lead-basedpaint.


The Owner shall be entitled to deduct from the Contract Sum amounts paid to theArchitect for the Architect to evaluate and respond to the Contractor's requests forinformation, where such information was available to the Contractor from acareful study and comparison of the Contract Documents, field conditions,Owner-provided information, Contractor-prepared coordination drawings, or priorProject correspondence or documentation.


The Contractor shall arrange meetings prior to commencement of the Work of allmajor Subcontractors to allow the Subcontractors to demonstrate anunderstanding of the Construction and Contract Documents to the Architect andto allow the Subcontractors to ask for interpretations, when necessary. TheContractor and each Subcontractor shall evaluate and satisfy themselves as to theconditions and limitations under which the Work is to be performed.

3.3 SUPERVISION AND CONSTRUCTION PROCEDURES


The Contractor shall be responsible for any damages to property or injuries topersons, or to any other harm, caused by the Contractor’s, a Subcontractor’s, or a



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Sub-subcontractor’s employees. Contractor shall require all construction workers,whether Contractor's own forces or the forces of Subcontractors, to park theirpersonal motor vehicles on Owner's property only in the parking placesdesignated by the Owner. Any vehicles not parked in the appropriate locationsshall be towed at the vehicle owner's sole expense. Contractor shall institute atheft deterrence program designed to restrict construction worker access toproperties of Owner that are currently in use, to maintain supervision ofContractor's and Subcontractor's forces, and to reimburse the Owner or thosepersons suffering a theft loss which results from Contractor's forces orSubcontractor's forces' actions, omissions, or failure to secure the Work orconnecting or adjacent property.


The contractor shall not be relieved of obligations to perform the work inaccordance with the Contract Documents either by activities or duties of theArchitect in the Architect’s administration of the Contract, or by tests, inspectionsor approvals required of or performed by persons other than the Contractor.


The Contractor shall properly and efficiently coordinate all portions of the Workperformed by all trades and Subcontractors. The Contractor shall reviewSubcontractor safety programs, procedures, and precautions in connection withperformance of the Work. However, the Contractor's duties shall not relieve anySubcontractor(s) or any other person or entity (e.g., a supplier), including anyperson or entity with whom the Contractor does not have a contractualrelationship, of their responsibility or liability relative to compliance with allapplicable federal, state, and local laws, rules, regulations, and ordinances whichshall include the obligation to provide for the safety of their employees, persons,and property and their requirements to maintain a work environment free ofrecognized hazards. The foregoing notwithstanding, the requirements of thisParagraph are not intended to impose upon the Contractor any additionalobligations that the Contractor would not have under any applicable state orfederal laws, including, but not limited to, any rules, regulations, or statutespertaining to the Occupational Safety and Health Administration 3.3.6 Addthe following new Section 3.3.6

It is understood and agreed that the relationship of Contractor to Owner shall bethat of an independent contractor. Nothing contained in this Agreement orinferable from this Agreement shall be deemed or construed to: 1) makeContractor the agent, servant or employee of the Owner; or 2) create anypartnership, joint venture, or other association between Owner and Contractor.Any direction or instruction by Owner or any of its authorized representatives inrespect of the Work shall relate to the results the Owner desires to obtain from theWork, and shall in no way affect Contractor's independent contractor status.



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3.4 LABOR AND MATERIALS

3.4.2. Add the word “written” before the word consent in the first sentence. Add thefollowing at the end of this Section:

By making requests for substitutions hereunder, the Contractor:

.1 represents that the Contractor has personally investigated the proposedsubstitute product and determined that it is equal or superior in all respectsto that specified;

.2 represents that the Contractor will provide the same warranty for thesubstitution that the Contractor would for that specified;

.3 certifies that the cost data presented is complete and includes all relatedcosts under this Contract except the Architect’s redesign costs, and waivesall claims for additional costs related to the substitution whichsubsequently become apparent; and

.4 will coordinate the installation of the accepted substitute, making suchchanges as may be required for the Work to be complete in all respects.


Substitutions and alternates may be rejected without explanation and will beconsidered only under one or more of the following conditions: (i) the proposal isrequired for compliance with interpretation of code requirements or insuranceregulations then existing; (ii) specified products are unavailable through no faultof the Contractor; (iii) and when, in the judgment of the Owner, in consultationwith the Architect, a substitution would be substantially in the Owner's bestinterests, in terms of cost, time, or other considerations.


The Contractor must submit to the Architect and the Owner: (i) a full explanationof the proposed substitution and submittals of all supporting data, includingtechnical information, catalog cuts, warranties, test results, installationinstructions, operating procedures, and other like information necessary for acomplete evaluation for the substitution; (ii) a written explanation of the reasonsthe substitution should be considered, including the benefits to the Owner and theWork in the event the substitution is acceptable; (iii) the adjustment, if any, in theContract Sum; (iv) the adjustment, if any, in the time of completion of theContract and the construction schedule; and (v) an affidavit stating (a) theproposed substitution conforms to and meets all requirements of the pertinentSpecifications and the requirements shown on the Drawings, and (b) theContractor accepts the warranty and will coordinate the Work to be complete inall respects, as if originally specified by the Architect. Proposals for substitutionsshall be submitted in triplicate to the Architect in sufficient time to allow the



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Architect no less than fifteen (15) working days for review. No substitutions willbe considered or allowed without the Contractor's submittals of completesubstantiating data and information.


Whether or not the Owner or the Architect accepts any proposed substitution, theContractor shall reimburse the Owner for any fees charged by the Architect orother consultants for evaluating each proposed substitute.


The Contractor shall engage workmen who are skilled in performing the Workand all Work shall be performed with care and skill and in a good workmanlikemanner under the full time supervision of the approved superintendent describedin Section 3.9.3. The Contractor shall be responsible for acts and omissions of theContractor’s employees, Subcontractors, and their agents and employees, and anyother persons or entities performing portions of the Work for, or on behalf of, theContractor, any of its Subcontractors, or claiming by, through or under theContractor, and for any damages, losses, costs, and expenses resulting from suchacts or omissions. As part of that responsibility, Contractor shall enforce theOwner's alcohol-free, drugfree, tobacco-free, harassment-free and weapon-freepolicies and zones, which will require compliance with those policies and zonesby Contractor's employees, Subcontractors, and all other persons carrying out theContract. Contractor shall require all construction workers, whether Contractor'sown forces or the forces of Subcontractors, while on Owner's property, to refrainfrom committing any criminal conduct, using tobacco products, possessing ordrinking alcoholic beverages, possessing or using illegal drugs or any controlledsubstance, carrying or possessing weapons, speaking profane and/or offensivelanguage, or engaging in any inappropriate interactions of any nature whatsoeverwith students and employees, including talking, touching, staring or otherwisecontributing to a hostile or offensive environment for Owner's students andemployees. All areas of campus, other than the defined construction area, shall beoff limits to Contractor's forces, unless their work assignment specifies otherwise.The Contractor shall further ensure that no on-site fraternization shall occurbetween personnel under the Contractor's or Subcontractors’ direct or indirectsupervision and Owner's students or employees and the general public. Anyindividual found by Owner to have violated these restrictions is subject topermanent removal from the Project, at Owner's request. Repeated removal ofContractor's or Subcontractor's forces, or one serious infraction, shall constitute asubstantial breach of the Agreement justifying the immediate termination byOwner pursuant to Article 14. THE CONTRACTOR RELEASES,INDEMNIFIES AND HOLDS HARMLESS THE OWNER FORCONTRACTOR'S FORCES' NON-COMPLIANCE WITH OWNER'S DRUG-FREE, ALCOHOL-FREE, WEAPON-FREE, HARASSMENT-FREE, ANDTOBACCO-FREE ZONES, CONTRACTOR'S FORCES' NON-COMPLIANCEWITH CRIMINAL LAW, OR CONTRACTOR'S OR CONTRACTOR'S



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FORCES' NONCOMPLIANCE WITH IMMIGRATION LAW ORREGULATIONS. Contractor shall place similar language in its subcontractagreements, requiring its Subcontractors and Sub-subcontractors to be responsiblefor their own forces and Contractor shall cooperate with the Owner to ensureSubcontractor and Sub-subcontractor compliance.

3.4.4. Add the following new Section 3.4.4:

Including, but not limited to, the specific requirements of Article 10, Contractor,all Subcontractors, Sub-subcontractors and vendors shall bear responsibility forcompliance with all federal and state laws, regulations, guidelines, and ordinancespertaining to worker safety and applicable to the Work. Contractor furtherrecognizes that the Owner and Architect do not owe the Contractor any duty tosupervise or direct his work so as to protect the Contractor from the consequencesof his own conduct.


The Contractor understands that its work, in whole or in part, will be performedon public school property where there may be direct, daily contact with schoolstudents. The Contractor further understands and acknowledges that the State ofIllinois requires that all employees of vendors, licensees, or others having direct,daily contact with students are subject to a criminal background check and maynot be listed on the State Sex Offender Registry. Prior to allowing any of itsemployees who will be performing the scope of work access to school property,the Contractor, at its expense, agrees to provide the Owner with the following:

1. Evidence that each employee, agent, contractor or other person performingwork on school property under this Agreement was subjected to a criminalbackground check in conformity with 105 ILCS 5/10-21.9; that saidpersons are not listed on said Registry; and said persons have no criminalconvictions for the offenses listed under 105 ILCS 5/10-21.9; and

2. The Contractor will provide the Owner, upon request, a copy of thecriminal background check conducted on each such person.

The Contractor will require all Trade Contractors and Subcontractors to complywith this Section and provide all required information described above to theContractor, who will make such information available to the Owner.

In the event the Contractor fails to comply with the provisions of this paragraphand 105 ILCS 5/10-21.9, and as a result a suit or claim is instituted by a studentfor harm caused by an employee of the Contractor, or caused by an employee of asubcontractor to the Contractor, then in that event, the Contractor agrees to fullydefend and indemnify, including reimbursement of attorney’s fees and costs, theOwner against any such claims.

3.4.6 Add the following new Sections:



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3.4.6 ILLINOIS DEPARTMENT OF LABOR REQUIREMENTS ANDPREVAILING WAGE ACT.

3.4.6.1 Contractor agrees to comply with and that this agreement is subject to andgoverned by the Illinois Prevailing Wage Act (820 ILCS 130/0.01 et seq.). TheContractor shall ensure that any Subcontractors shall comply with the IllinoisPrevailing Wage Act. Contractor and Subcontractors shall include in Bids thecost for the current prevailing wage. The prevailing wage rates are revised by theDepartment of Labor periodically and are available on its website. As changes aremade in these prevailing wages, the Contractor and Subcontractors performingwork on the project will be responsible for conforming to the changes and shallhave the responsibility for determining when changes are made. No additionalcosts are to be incurred by the Owner as a result of changes in the prevailingwage. All record keeping requirements are the obligation of the Contractor andSubcontractors.

3.4.6.2 To the extent that there are any violations of the Prevailing Wage Act andany demands are made upon the Owner, Contractor or Architect by the IllinoisDepartment of Labor or by any employee of the Contractor or a Subcontractorperforming work on the project, the Contractor or the particular Subcontractor andContractor shall be responsible for indemnifying and holding the Owner,Contractor and Architect free and harmless from all costs incurred, directly orindirectly, by the Owner, Contractor or Architect in responding to and complyingwith demands made by the Department of Labor, or an aggrieved employee andsuch amounts may be withheld from the payments to be made on the project. It isthe intention that the Owner, Contractor and Architect shall suffer no time loss orother additional expenses in complying with any inquiry made with regard to thisAct.

3.4.6.3 It shall be mandatory upon the Contractor and upon any Subcontractorsthereof to pay all laborers, workman, and mechanics employed by them not lessthan the prevailing wages in the locality for each craft or type of workman ormechanic needed to perform such work and the general prevailing rate for legalholidays and overtime work as ascertained by the Illinois Department of Laborand pursuant to Illinois law and statutes in such case made and provided.

3.4.6.4 The Contractor and each Subcontractor shall (1) make and keep, for aperiod not less than 3 years, records of all laborers, mechanics, and other workersemployed by them on the project; the records shall include each worker’s name,address, telephone number when available, social security number, classificationor classifications, the hourly wages paid in each pay period, the number of hoursworked each day, and the starting and ending times of work each day; and (2)submit monthly, in person, by mail, or electronically a certified payroll to theOwner in charge of the project. The certified payroll shall consist of a completecopy of the records identified in the Prevailing Wage Act. The certified payrollshall be accompanied by a statement signed by the Contractor and/orSubcontractor which avers that: (i) such records are true and accurate; (ii) the



2644572.2

hourly rate paid to each worker is not less than the general prevailing rate ofhourly wages required by the Prevailing Wage Act; and (iii) the Contractor and/orSubcontractor is aware that filing a certified payroll that he or she knows to befalse is a Class B misdemeanor. Contractor is not prohibited from relying on thecertification of a lower tier Subcontractor, provided the Contractor does notknowingly rely upon a Subcontractor’s false certification. Any Contractor and/orSubcontractor subject to the Prevailing Wage Act who fails to submit a certifiedpayroll or knowingly files a false certified payroll is in violation of the PrevailingWage Act and guilty of a Class B misdemeanor. The records submitted inaccordance with the Prevailing Wage Act herein shall be considered publicrecords, except an employee’s address, telephone number, and social securitynumber, and made available in accordance with the Freedom of Information Act.

3.4.6.5 Upon 2 business days’ notice, the Contractor and each Subcontractor shallmake available for inspection the records identified in the Prevailing Wage Act tothe Owner in charge of the project, its officers and agents, and to the Director ofLabor and his deputies and agents. Upon 2 business days’ notice, the Contractorand each Subcontractor shall make such records available at all reasonable hoursat a location within this State.


The Contractor shall comply with the non-discrimination federal, state and locallaws, including without limitation the Equal Employment Opportunities Act, theAmerican with Disabilities Act and Illinois Human Rights Act. The Contractoracknowledges that this Contract is subject to and governed by the rules andregulations of the Illinois Human Rights Act (the “Human Rights Act”), includingthe mandatory provisions that each contractor have in place written sexualharassment policies that shall include, at minimum, the following information: (i)the illegality of sexual harassment; (ii) the definition of sexual harassment understate law; (iii) a description of sexual harassment, utilizing examples; (iv) thevendor’s internal complaint process including penalties; (v) the legal recourse,investigation and complaint process available through the Department and theCommission; and (vii) protection against retaliation as provided by Section 6-101of said Act and that it has a written sexual harassment policy in place in fullcompliance with Section 105(A)(4) of the Human Rights Act, 775 ILCS 5/2-105(A)(4). The Contractor agrees to fully comply with the requirements of theIllinois Human Rights Act, 775 ILCS 5/1-101 et seq., including but not limited to,the provision of sexual harassment policies and procedures pursuant to Section 2-105 of the Act. The Contractor further agrees to comply with all federal EqualEmployment Opportunity Laws, including, but not limited to, the Americans withDisabilities Act, 42 U.S.C. Section 12101 et seq., and rules and regulationspromulgated thereunder. The provisions of Section 14.2 are included in thisAmendment pursuant to the requirements of the regulations of the IllinoisDepartment of Human Rights, Title 44, Part 750, of the Illinois AdministrativeCode, and Contractor shall be required to comply with these provisions only ifand to the extent they are applicable under the law.



2644572.2

3.5.1 WARRANTY

Delete entirely and substitute the following:

The Contractor warrants to the Owner and Architect that materials and equipmentfurnished under the Contract will be of good quality and new, unless otherwiserequired or permitted by the Contract Documents and that the Work will be freefrom faults and defects and in conformance with the Contract Documents. Thewarranty will not be affected by the specification of any product or procedure,unless the Contractor objects promptly to such product or procedure and advisesthe Architect of possible substitute products or procedures which will not affectthe warranty. This warranty shall not be restricted by the limitations of anymanufacturer's warranty. Work not conforming to these requirements, includingsubstitutions not properly approved and authorized, may be considered defectivein the Owner’s sole discretion. Inability or refusal of the Subcontractor orsupplier responsible for the defective work to correct such work shall not excusethe Contractor from performing under the warranty. If required by the Architect,the Contractor shall furnish satisfactory evidence as to the kind and quality ofmaterials and equipment.

Notwithstanding anything in the Contract Documents to the contrary, Owner andContractor expressly agree that the warranties stated herein shall mean theindividual warranties associated with each particular Work within the Project, andeach such individual warranty shall run from the applicable Work's FinalCompletion date (unless otherwise expressly provided in the applicable ContractDocuments for that particular Work). Contractor's express warranty is in additionto, and not in lieu of, Owner's other available remedies. All required warranties onequipment, machinery, materials, or components shall be submitted to theArchitect on the manufacturer's or supplier's approved forms for delivery to theOwner. The warranties set out in this Subparagraph are not exclusive of any otherwarranties or guarantees set out in other places in the Contract Documents orexpressed or implied under applicable law.


Unless an alternative guaranty is specified in a particular division of theSpecifications that is longer in duration than two (2) years, the Work shall beguaranteed by the Contractor against defect in material and workmanship for aperiod of two (2) years from the date of Final Completion.


The Contractor shall furnish maintenance and 24 hour call back service for theequipment provided by Contractor for a period of 3 months after completion andacceptance of the Work. This service shall include regular examinations of theinstallation by competent and trained employees of the Contractor, and shallinclude all necessary adjustments, greasing, oiling, cleaning, supplies and parts to



2644572.2

keep the equipment in proper operations except such parts made necessary bymisuse, accidents or negligence not caused by the Contractor or any of itssubcontractors.


Contractor shall certify that the Project has been constructed in generalconformance with the Architect's or Engineer's plans, specifications, andConstruction Documents, as modified from time to time pursuant to the terms ofthe Contract Documents.


In the event of failure of materials, products, or workmanship, either duringconstruction or the warranty period, the Contractor shall take appropriate measuresto ensure correction of defective Work or replacement of the defective items,without cost to the Owner. Such warranty shall be maintained notwithstanding thatcertain systems may be activated prior to Substantial Completion as required forthe satisfactory completion of the Project. Upon written notice from the Owner orArchitect, the Contractor shall promptly remedy defects as covered by Contractor'swarranty. If Contractor does not respond to the written notice, either by beginningcorrective work or notifying Owner in writing regarding when corrective work willbegin, within ten days of Contractor's receipt of the written notice, then the Ownermay take measures to correct the Work and Contractor will be obligated toreimburse Owner's costs. The provisions of this subparagraph shall be in additionto, and not in lieu of, any other rights and remedies available to the Owner

3.6 TAXES

Delete entirely and substitute:

Retail sales tax will not be included in the bid amount. The Owner is exemptedby Section 3 of the Illinois Use Tax Act from paying any of the taxes imposed bythe Act and sales to Owner are exempt by Section 2 from any of the taxesimposed by the Act. The Department of Revenue of the State of Illinois hasdeclared that sales of materials to construction contractors for conversion into realestate for schools, governmental bodies, agencies and instrumentalities are nottaxable retail sales. Contractor shall pay all necessary local, county and statetaxes, income tax, compensation tax, social security and withholding payments asrequired by law.

3.7 PERMITS, FEES, NOTICES AND COMPLIANCE WITH LAWS


The Contractor shall secure all permits, licenses and inspections necessary forproper execution and completion of the Work which are customarily secured afterexecution of the Contract and which are legally required when bids are received,



2644572.2

except the Owner will obtain approvals from the Illinois State Board ofEducation. A local building permit is not required; however, licenses, bonds andutility or engineering permits may be required.


All cash deposits, bonds, fees, inspections, licenses, or permit fees shall be paidfor by the Contractor.


Prior to submission of all applications for permits, licenses or inspections theContractor shall submit a copy of the application or written notice to the Ownerfor approval.

3.7.3 Insert at the beginning of this Section the following:

If the Contractor observes that portions of the Contract Documents are at variancewith applicable laws, statutes, ordinances, building codes, and rules andregulations, the Contractor shall promptly notify the Architect and Owner inwriting to be addressed by the Architect and Owner.

In the second sentence, replace “knowing” with “when contractor knows orreasonably should have known”, before the words “applicable laws”, insert theword “any”; and replace the word “costs” with “damages, losses, costs, andexpenses”.

3.7.4 Delete “and in no event later than 14 days after the first observance of thecondition” from the first sentence. At the end of this Section insert: “The siteconditions contemplated by this Section include, but are not limited to, materialscontaining asbestos, polychlorinated biphenyl (PCB), or hazardous materials asdefined in these General Conditions.”

3.8 ALLOWANCES

Delete section 3.8 ALLOWANCES and all subsections in their entirety.

3.9 SUPERINTENDENT


Important communications by the superintendent shall be confirmed in writing.Other communications by the superintendent shall be similarly confirmed onwritten request in each case. Failure of the superintendent to supervise the jobproperly shall be deemed as a default under the Contract documents as determinedby the Owner with the advice of the Architect.



2644572.2

3.9.2 Delete everything after the first sentence. 3.9.3 Delete the second sentenceand insert the following:

The Contractor's selection of a superintendent must be approved by Owner, andContractor shall not replace the superintendent without Owner's consent and untila replacement has been selected in accordance with this Section. The Owner mayreject or require removal of any job superintendent, project manager or employeeof the Contractor, Subcontractor or Sub-Subcontractor involved in the Project.Contractor shall provide an adequate staff for the proper coordination andexpedition of the Work. Owner reserves the right to require Contractor to dismissfrom the Work any employee or employees that Owner may deem incompetent,careless, insubordinate, or in violation of any provision in these ContractDocuments. This provision is applicable to Subcontractors, Sub-Subcontractorsand their employees.


The Contractor’s superintendent must be dedicated solely to this project and mustbe at the project site each day and at all times that Work is being performed at thesite, whether the work is performed by the Contractor’s own forces or by anysubcontractors. The superintendent must be at the project site from the first dayof on-site activities until a minimum of fourteen (14) days after the date ofSubstantial Completion. Failure by the Contractor to provide full-time on-sitesupervision shall constitute grounds for termination of the Contract by the Ownerwith seven days written notice.


The superintendent shall provide an on-site construction office, either in aconstruction trailer provided by the Contractor or in a room in the building setaside by the Owner.

3.10 CONTRACTOR’S CONSTRUCTION SCHEDULES

3.10.1 Delete the word “information” in the first sentence and replace it with “approval”.Add the following at the end of the Section:

The schedule shall not interfere with the operation of Owner's existing facilitiesand operations without Owner's prior written approval. The Owner's or Architect'ssilence to a submitted schedule that exceeds time limits current under the ContractDocuments shall not relieve the Contractor of its obligations to meet those limits,nor shall it make the Owner or Architect liable for any of the Contractor'sdamages incurred as a result of increased construction time or not meeting thosetime limits. Similarly, the Architect's or Owner's silence to a Contractor'sschedule showing performance in advance of such time limits shall not create orinfer any rights in favor of the Contractor for performance in advance of suchtime limits.



2644572.2

3.10.3 Delete the word “general” from the first sentence.


At the time of each Application for Payment, the Contractor shall provide to theOwner and the Architect an update on the project schedule and a written statusreport, which includes a description of the progress of the Work and, if progress isbehind schedule, the Contractor’s plan to recover the original schedule.Contractor shall take whatever corrective action is necessary to assure that theproject completion schedule is met at no additional cost to Owner, except asallowed herein. In the event that Contractor shall fall behind schedule at any time,Contractor shall develop and deliver a recovery plan to the Owner with a recoveryschedule and a program describing the additional manpower, overtime, materialexpediting, resequencing of the Work and other steps Contractor shall take tomeet the requirements of the Contract. Contractor shall not be entitled tocompensation from the Owner or any increase in the Contract Sum for theschedule recovery efforts. No approval or consent by the Owner of any plan forresequencing or acceleration of the Work submitted by Contractor shall constitutea waiver by Owner of any damages or losses which Owner may suffer by reasonof such resequencing or the failure of Contractor to meet the SubstantialCompletion Date or the Final Completion Date.


The Contractor shall hold meetings at least weekly (or at such intervals as areotherwise acceptable to the Owner) at the site. The Contractor shall provide thesubcontractors, Architect and the Owner with a schedule. The Contractor shallrequire subcontractors currently working at the site(s) to have a representativepresent for such meetings.


Within thirty (30) days of the award of the Contract, the Contractor shall providea written report to the Architect and the Owner that includes a list of theContractor’s suppliers, a list of materials and equipment to be purchased fromsuppliers and fabricators, the time required for fabrication, and the scheduleddelivery dates for materials and equipment. Copies of the Contractor’s purchaseorders shall be delivered to the Architect and the Owner as soon as possible afterreceipt by the Contractor.

3.11 DOCUMENTS AND SAMPLES AT THE SITE

3.11. Delete the last sentence and substitute in its place the following: “These, alongwith all operating manuals for all equipment, shall be available to the Architect atall times and delivered to the Architect for submittal to the Owner aftercompletion of the Work but before the final Application for Payment.

3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES



2644572.2

3.12.4 Delete “the information given and the design concept expressed in” in the firstsentence.

3.12.6 Replace "coordinated" with "verified that" and add "complies" after "submittals"in the first sentence. The following sentence shall be added at the end of theoriginal paragraph: "Specific dimensions, quantities, installation and performanceof equipment and systems in compliance with the Construction Documents andthe Contract Documents remain the Contractor's responsibility."

3.12.8 Add the following before the final period of the existing paragraph: ", except forany such errors or omissions which are within Architect's statutory or contractualdesign responsibility."

3.12.10.1 Delete the following in the fourth sentence: "provided the Owner and Architecthave specified to the Contractor all performance and design criteria that suchservices must satisfy."


The Contractor shall submit complete drawings, data and samples to the Architectat least fifteen (15) days prior to the date the Contractor needs the reviewedsubmittals and samples returned. The Contractor shall be prepared to submit colorsamples on any key items (such as quarry tile, vinyl wall covering, etc.) withinfifteen (15) days of the award of Subcontract(s). Once samples of all key itemsare received, the Architect will finalize color selections.


The Contractor shall submit the number of copies of product data and sampleswhich the Contractor and subcontractors need for their use, plus two additionalsets for the Architect, one additional set for the Owner and one additional set foreach of the Architect's consultants involved with the particular section of Work.Where shop drawings are involved, the Contractor shall submit one high qualityreproducible transparency and one opaque print of the shop drawing for theArchitect, plus one additional opaque print for each of the Architect's consultantsinvolved with the particular section of Work. The reproducible transparency willbe marked by the Architect and/or his consultants. After final review andcorrection of the submittal, the Contractor shall send one corrected set to theArchitect and each of the Architect's consultants involved with the particularsection of Work.


The Architect's review of Contractor's submittals shall be limited to examinationof an initial submittal and one (1) re-submittal. The Architect's review ofadditional submittals will be made only with the consent of the Owner afternotification by the Architect. The Owner shall be entitled to reimbursement from



2644572.2

the Contractor of amounts paid to the Architect for evaluation of such additionalre-submittals."


The Contractor represents and warrants that all shop drawings shall be preparedby persons and entities possessing expertise and experience in the trade for whichthe shop drawings are prepared and, if required by the Architect or applicable law,by a licensed engineer.

3.13 USE OF SITE


Only material and equipment which is to be used directly in the construction ofthis Project shall be brought to and stored on the job site by the Contractor. Afterequipment is no longer needed on this Project, it shall be promptly removed fromthe job site. Protection of all construction materials and equipment stored at theJob Site is the sole responsibility of the Contractor.


The Contractor and its subcontractors, and their respective employees, agents, andconsultants, shall not enter any part or portion of the building work sites whenstudents are present without the Owner’s written authorization.


The Contractor and its subcontractors shall not erect any sign on the Project sitewithout the prior written consent of the Owner.


Contractor shall ensure that the Work, at all times, is performed in a manner thataffords Owner reasonable access, both vehicular and pedestrian, to the site of theWork and all adjacent areas. The Work shall be performed in such a manner thatpublic areas adjacent to the Site of the Work shall be free from all debris, buildingmaterial and equipment likely to cause hazardous conditions. Without limitationof any other provision of the Construction Documents, Contractor shall use itsbest efforts to minimize any interference with the occupancy or beneficial use ofany area or building adjacent to the site of the Work, or the building, in the eventof partial occupancy.

3.14 CUTTING AND PATCHING

3.14.1 Add, between the word "properly," and the period at the end of the first sentence:“, provided, however, that any such cutting, fitting or patching can only be



2644572.2

performed if the cutting, fitting or patching results in Work that is in accordancewith the Construction Documents and Contract Documents.”

3.14.2 In the second sentence, add the word “prior” before the word “written”. Deletethe last two sentences and substitute the following: “The Contractor’s consentshall not be required.”


Only tradespersons skilled and experienced in cutting and patching shall performsuch work.

3.15 CLEANING UP

3.15.1 Add the following at the end of the Section: “The Contractor shall remove andclean up hazardous materials in accordance with these General Conditions.”


All exterior and interior work shall be cleaned using specific materials asrecommended for surfaces to be cleaned. Damage to any surfaces due toimproper cleaning methods of materials shall be made good by Contractor, at nocost to the Owner.


Building(s) shall be left broom clean.

3.17 ROYALTIES, PATENTS AND COPYRIGHTS

3.17 In the second sentence, after “from loss on account thereof” insert: “including,but not limited to, attorney’s fees” and after the first referenced “Documents”insert: “except to the extent of Contractor’s fault.”

3.18 INDEMNIFICATION


To the fullest extent permitted by law, the Contractor waives any right ofcontribution against and shall indemnify, defend and hold harmless the Owner,Owner’s Representative, the Architect, and each of their board members, agents,consultants and employees from and against all claims, damages, losses andexpenses (including but not limited to personal injury, property damage (real andpersonal) and loss of use of property), including but not limited to attorneys’ fees,court costs and expert witness fees arising out of, relating to, resulting from or inconnection with (1) any act or omission of Contractor, any Subcontractor, anyonedirectly or indirectly employed by any of them or anyone for whose acts any ofthem may be liable, regardless of whether or not it is caused in part by a party



2644572.2

indemnified hereunder, or (2) any breach of the Contract Documents. Suchobligations shall not be construed to negate, abridge, or otherwise reduce anyother right or obligation of indemnity or contribution which would otherwise existas to any party or person described in the Contract Documents. Further, theContractor expressly understands and agrees that any performance bond orinsurance protection required by this Contract, or otherwise provided by theContractor shall in no way limit the Contractor’s responsibility to indemnify, keepand save harmless and defend the School Indemnitees.


In any and all claims by an employee of Contractor, any Subcontractor, anyonedirectly or indirectly employed by any of them or anyone for whose acts any ofthem may be liable, the indemnification and defense obligations in the ContractDocuments shall not be limited in any way by any limitation on the amount ortype of damages, compensation or benefits payable by or for Contractor or anySubcontractor under workers’ or workmen’s’ compensation acts, disability benefitacts or other employee benefit acts. Contractor and every Subcontractor agree toassume the entire liability for all personal injury claims suffered by their ownemployees allegedly injured on the Project and waive any limitation of liabilitydefense based on workers’ compensation acts, or interpretations thereof, againstclaims by Owner for indemnification or contribution, and further agree toindemnify and defend Owner and its board members, agents and employees andconsultants (Indemnitees) from and against all such claims, damages, losses andexpenses, including reasonable attorneys’ fees, that the Indemnitees may sustainas a result of such claims, except to the extent that Illinois law prohibits indemnityfor the Indemnitee’s own negligence, and further agree to pay any contributionappropriate for Contractor’s and Subcontractors’ own negligence. Contractor shallensure that this provision is inserted in every contract between Contractor andSubcontractors. If such provision is not contained within a Subcontractor contract,or if a Subcontractor’s insurance does not cover or is insufficient to pay suchclaims, Contractor shall assume all Subcontractor liability for suchindemnification defense of or contribution to Owner.


“Claims, damages, losses and expenses” as these words are used in theContract Documents shall be construed to include, but not be limited to (1)injury or damage consequent upon the failure of or use or misuse by Contractor,its Subcontractors, agents, servants or employees, of any hoist, rigging,blocking, scaffolding, or any and all other kinds of items of equipment, whetheror not the same be owned, furnished or loaned by Owner; (2) all attorneys’ fees,court costs, expert witness fees and costs incurred in defense of the claim or inbringing an action to enforce the provisions of this Indemnity or any otherindemnity contained in the Contract Documents; and (3) all costs, expenses, losttime, opportunity cost, etc. incurred by the party being indemnified or itsemployees, agents or consultants.



2644572.2


Contractor’s indemnity obligations shall, but not by way of limitation,specifically include all claims and judgments which may be made against theIndemnities under federal or state law or the law of other governmental bodieshaving jurisdiction, and further, against claims and judgments arising fromviolation of public ordinances and requirements of governing authorities due toContractor’s or Contractor’s employees’ method of execution of the Work.


To the extent prohibited by the Construction Contract Indemnification forNegligence Act, 740 ILCS 3511, the indemnification obligations of Contractorunder the Contract Documents shall not extend to the liability of Owner, anyOwner’s Representative, or the Architect, or their agents, consultants oremployees, arising out of their own negligence.


The Contractor shall be responsible to the Owner for acts and omissions of theContractor’s employees, Subcontractors and their agents and employees, andother persons or entities performing portions of the Work for, or on behalf of, theContractor or any of its Subcontractors.

3.19 Add the following new Section 3.19:

If the work is to be performed by trade unions, the Contractor shall make allnecessary arrangements to reconcile, without delay, damage, or cost to the Owner,the Architect or the Owner, any conflict between the Contract Documents and anyagreements or regulations of any kind at any time in force among members orcouncils which regulate or distinguish what activities shall not be included in thework of any particular trade. In case the progress of the work is affected by anyundue delay in furnishing or installing any items or materials or equipmentrequired under the Contract Documents because of the conflict involving any suchagreement or regulation, the Architect may require that other material orequipment of equal kind and quality be provided at no additional cost to theOwner.

ARTICLE 4: ARCHITECT

4.1 GENERAL

4.1.2 Place a period after "Owner" and deleting "Contractor and Architect. Consentshall not be unreasonably withheld".




2644572.2

Except as expressly provided herein, the Contractor shall not be relieved ofContractor's obligation to perform the Work in strict accordance with theConstruction Documents and the Contract Documents by the duties,responsibilities, or activities of the Architect.

4.2 ADMINISTRATION OF THE CONTRACT

4.2.1 Add a comma after "construction" in the first sentence; deleting "the date theArchitect issues the" in the first sentence; and deleting "Certificate For Payment"after "final" in the first sentence and replacing it with "payment is due, and, withthe Owner's concurrence, from time to time during the one-year period forcorrection of Work described in Section 12.2."

4.2.2 Delete entirely and substitute the following:

Architect or his authorized representative shall visit the site at least twice perweek (or more per week when deemed necessary by the Owner's Superintendentor when necessary to protect Owner's interests) and at other intervals appropriateto the stage of construction, to inspect the progress, quantity and quality of thework completed, to reject any observed nonconforming Work, and to determine ifthe Work is being performed in a manner indicating that the Work, whencompleted, will be in accordance with the Construction Documents and theContract Documents and on time. Furthermore, a minimum of two job sitemeetings per month from commencement of construction through FinalCompletion will be initiated by the Architect and attended by the Contractor.Attendees will include the Owner, the Contractor's project manager and/orsuperintendent, Architect's project representative, and Architect. The Architect,Owner and their representatives shall at all times have access to the Work.Architect or his authorized representative will provide on-site observations priorto and during any and all concrete pours that contribute to the structural integrityof the building, including all pours of concrete piers, footings, grade beams, floorslabs, and concrete superstructure components, if applicable. In addition,Architect or his authorized representative will provide on-site observations priorto covering up or closing up of portions of the construction which, if covered,would conceal problems with the structural integrity of the Project. Contractorshall not close or cover said Work until said observations have occurred.Contractor or Architect will advise Owner of the need for any third partylaboratory or testing services to assist the Architect and Owner. On the basis ofthe onsite observations by Architect, Architect shall keep Owner and Contractorinformed of the progress and quality of the Work, through Architect's fieldreports, and shall guard Owner against defects and deficiencies in the Work.Architect shall promptly notify Owner and Contractor orally regarding any defector nonconforming Work, which shall be followed by notice in writing of defectsor nonconforming Work noted and corrective actions taken or recommended. TheArchitect, however, shall not have control over or responsibility for theContractor's construction means, methods, techniques, sequences, procedures, orsafety programs, but this does not relieve Architect of Architect's responsibilities



2644572.2

under this Agreement. Any services by Contractor made necessary byContractor's construction defect or nonconforming Work shall be performed at noadditional cost to Owner.

4.2.3 In the first sentence delete the word “reasonably” and substitute in its place theword “fully”. Add the following at the end of the Section:

The Contractor shall reimburse the Owner for compensation paid to the Architectfor additional site visits made necessary by the fault, neglect, or request of theContractor.

4.2.6 Replace "has authority to" with "shall", add "Construction Documents" before"Contract Documents and" in the first sentence, replace "have authority torequire" with "recommend to Owner additional" in the second sentence, andreplace "Sections 13.4.2 and 13.4.3" with "the provisions of the ContractDocuments" in the second sentence. In the third sentence, add "or the Owner"after the second "Architect".

At the end of the existing paragraph add the following:

Architect and/or Contractor shall promptly notify, orally and in writing, the otherparty and Owner of any fault or defect in the Project or nonconformance withConstruction Documents or the Contract Documents they may respectivelydiscover and each, upon discovery of the defect or nonconformance, shall beresponsible for notifying the other party and Owner of those corrective actionsthey respectively take; provided, however, Contractor shall have no duty to notifyOwner of discoveries made or actions taken by the Architect.

4.2.7 Delete "but only", "limited", and "information given and the design conceptexpressed in" in the first sentence; adding "Construction Documents and the"before "Contract Documents"; and after "Contract Documents", add "and allapplicable laws, statutes, codes and requirements applicable to Architect's designservices".

In the second sentence, delete "in accordance" and "the submittal scheduleapproved by the Architect or, in the absence of an approval submittal schedule";replace "with" with the word "such" before "reasonable promptness"; and after"reasonable promptness", add "as to cause no delay in the Work or in theactivities of the Owner, Contractor, or separate contractors,".

In the third sentence delete "not"; add "general" before "accuracy"; delete "orperformance," and put in a period after "systems."; and add "ConstructionDocuments and the" before "Contract Documents."

Add the following at the end of this Section:

If any submittal does not comply with the requirements of the ConstructionDocuments or the Contract Documents, then Architect shall require Contractor to



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come into compliance. The Architect shall promptly report in writing to theContractor and Owner any errors, inconsistencies and omissions discovered bythe Architect in the Shop Drawings, Product Data and Samples.


The Architect shall review, prepare and make recommendations to Ownerregarding all Change Orders and Construction Change Directives for the Owner'sapproval and execution in accordance with the Construction Documents and theContract Documents, accompanied by all supporting documentation. TheArchitect may authorize minor changes in the Work not involving an adjustmentin Contract Sum or Guaranteed Maximum Price, or an extension of the ContractTime which are consistent with the intent of the Contract Documents. Ifnecessary, the Architect shall prepare, reproduce and distribute Drawings andSpecifications to describe Work to be added, deleted or modified, as provided inSection 7.4. The Architect shall accept requests by the Owner, and shall reviewproperly prepared, timely requests by the Contractor for changes in the Work,including adjustments to the Contract Sum or Guaranteed Maximum Price, orContract Time. A properly prepared request for a change in the Work by theContractor shall be accompanied by sufficient supporting data and information topermit the Architect to make a reasonable determination without extensiveinvestigation or preparation of additional drawings or specifications. If theArchitect determines that requested changes in the Work are not materiallydifferent from the requirements of the Construction Documents or the ContractDocuments and do not change the Contract Sum or Guaranteed Maximum Price,or Contract Time, then the Architect may issue an order for a minor change in theWork with prior written notice to the Owner, or recommend to the Owner that therequested change be denied. The Architect is not authorized to approve changesinvolving major systems such as: Heating, Ventilation and Air Conditioning ("HYAC"); roof; foundation; outward appearance; color schemes; floor plans; buildingmaterials; drainage or mechanical equipment without Owner's prior writtenconsent.

4.2.11 In the first sentence, insert the word “initially” before the words “interpret anddecide”. Insert at the end of the Section: “If the Contractor submits such writtenrequest to the Architect, the Contractor will simultaneously provide a copy ofsuch request to the Owner. The Architect will consult with the Owner regardingany request by the Contractor before responding to the Contractor.”

4.2.12 In the first sentence, delete the words “and decision” and replace them with “orrecommendations. In the second sentence, delete the words “decisions” andreplace it with “recommendations:. Add the words “and in the absence ofnegligence” at the end of this Section.

4.2.13 Replace "Architect's" with "Owner's", replacing "will" with "shall", and delete allof the language after the word "final" in the paragraph.



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4.2.14 Add “Construction Documents and the” before the words “Contract Documents”,and add “, at no additional cost to the Owner: before the final period. At the endof the Section, add the following: “The Architect will provide the Owner with acopy of any response provided pursuant to the Section”

ARTICLE 5: SUBCONTRACTORS

5.2.1 In the first sentence, delete everything starting with “Unless otherwise stated” andending with “award of the Contract” and insert the following: “Prior to executingthe Contract, the Contractor”. Delete the word “may” in the second sentence andreplace it with the word “shall”. Delete the last sentence in this Section.


In addition to the information which may be required prior to the execution of theContract, not later than thirty (30) days after Notice of Award of the Contract, theContractor shall furnish to the Owner through the Architect the names of personsor entities proposed as manufacturers for each of the products identified in theGeneral Requirements and, where applicable, the name of the installingSubcontractor.

5.2.2 In the first sentence delete the words “reasonable and timely”. Add the followinglanguage at the end of the Section: “All contracts between the Contractor andsubcontractors shall be made in writing, shall be assignable to the Owner, andshall contain the following sentence, ‘The Owner is an intended third partybeneficiary of this subcontract.’”

5.2.3 Delete the word “reasonable” both after the word “has” and before the word“objection” and after the word “no” and before the word “objection” in the firstsentence. Delete the remainder of this Section after the first sentence, and in itsplace insert the following: “No additional costs shall be allowed for a changerequired due to an objection by the Owner, Contractor, or Architect.”

5.2.4 Delete “if the Owner and Architect makes reasonable objection to such substitute”and in its place insert: “without written approval of the Owner.” Add thefollowing language at the end of the Section: “The Contractor furtheracknowledges and agrees that after award of the Contract to the Contractor, anysavings on changes to contracts with subcontractors or substitute subcontractorswill be for the benefit of the Owner and will not be used for the benefit of theContractor or to increase the Contractor’s profit on the Project. The foregoingbenefit to the Owner shall include any adjustment in the amount of the price of acontract to less than the quoted price of the subcontractor upon which theContractor’s fixed bid price or Contract Sum was based. Further, if amanufacturer or supplier of any machinery or equipment, including but notlimited to heating and air conditioning units or systems, changes specifications oroffers incentives, discounts or lower prices after award of the Contract to the



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Contractor, those savings will inure to the benefit of the Owner and not theContractor, subcontractor, manufacturer or supplier.”


Each subcontractor shall be required to completely familiarize itself with theplans and specifications, to visit the Work site to completely familiarize itselfwith existing conditions, and to conduct any other appropriate investigations,inspections or inquiries prior to submission of a bid or proposal. No increases inContract Sums or Guaranteed Maximum Price shall be allowed for failure to soinspect or investigate.

5.3 SUBCONTRACTUAL RELATIONS

5.3 Rename this Section 5.3.1. The following sentence shall be added as the newsecond sentence: "The terms and conditions of the Contract Documents shall beincorporated by reference into each subcontract agreement, except as providedbelow."


Each subcontractor shall provide proof of insurance to Contractor consistent withthe Contractor's insurance to Owner and in amount commensurate with the Workto be performed by the Subcontractor. The Contractor shall be responsible for anyand all Subcontractors working under him and shall carry insurance for allSubcontractors or ensure that they are carrying it for themselves so as to relievethe Owner, Architect and Architect’s Consultants of any and all liability.


The Owner and Architect assume no responsibility for overlapping or omission ofparts of the Work by various Subcontractors in their Contracts with theContractor.

5.4.1 Delete "a portion of" and replace it with "any unperformed portion of" .

.1 Delete "the Owner for cause pursuant to Section 14.2" and replace it with"either in accordance with Article 14 or abandonment of the Project by theContractor.". Delete "and" at the end of this subsection.

.2 Add "and obligations" after "rights'; add "s" to the word "bond"; and add ";and" at the end of the subsection .

. 3 Add the following new Section 5.4.1.3: "The Subcontractor provides bonds asrequired by law of prime contractors and by Owner."




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Owner shall only be responsible for compensating subcontractors for Workperformed or materials furnished from and after the date on which the Ownergives written notice of its acceptance of the subcontract agreement. Owner shallnot be responsible for any Work performed or materials furnished bysubcontractors prior to the date of Owner's written notice of acceptance.

ARTICLE 6: CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS

6.1 OWNER’S RIGHT TO PERFORM CONSTRUCTION AND TO AWARDSEPARATE CONTRACTS

6.1.1 In the second sentence, after “Separate Contractors” insert a period and delete theremainder of the sentence. At the end of the Section, add the following:

The Owner reserves the right to perform other non-Project-related constructionwork, maintenance and repair work, and school program operations at the site andnear the site during the time period of the Work.


6.2 MUTUAL RESPONSIBILITY

6.2.1 Add the following at the beginning of the paragraph:

It shall be the responsibility of the Contractor to assist, review, and coordinate thescheduling of work performed by any of the Owner's separate contractors. Inaddition, the Contractor shall be responsible for coordinating and providing allconstruction administration necessary for the Work and the work of any ofOwner's separate contractors.

Add "site access and" in the now third sentence after the word "reasonable" andadd "or staging" after "storage" in the third sentence.

At the end of the Section add the following:

Contractor shall be responsible for coordination between Contractor'ssubcontractors and Owner's separate contractors. Contractor shall review Owner'scontract with Owner's separate contractors and become familiar with therequirements and scope of services contained therein.

6.2.3 Delete the last sentence of this section.

6.2.4 Delete the word “wrongfully” from this section.


6.3 Replace the word “Architect” with “Owner”.



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ARTICLE 7: CHANGES IN THE WORK

7.1 GENERAL

7.1.1 Add the following at the end of the Section: "A properly prepared written requestfor a change in the Work by Contractor shall be accompanied by sufficientsupporting data and information to permit the Architect to make arecommendation to Owner."


Contractor shall not make any claim for an adjustment to time, Contract Sum orGuaranteed Maximum Price due to: a change in the materials used; a change inthe specified manner of constructing and/or installing the Work; or additionallabor, services, or materials, beyond that actually required by the terms of theConstruction Documents or the Contract Documents, unless made pursuant to awritten order or directive from Owner authorizing Contractor to proceed with aChange in the Work. No claim for an adjustment to time, Contract Sum orGuaranteed Maximum Price shall be valid unless so ordered or directed.


For any changes in the Work requested by the Contractor involving more than athree (3) calendar day extension of time, the Contractor shall submit critical pathschedules showing the original schedule and impact of the proposed changejustifying the requested extension of time. The Owner may at its option refuse theextension of time and have the Contractor perform the work within the originalschedule provided all reasonable costs for completing the work includingovertime and acceleration costs are included in the Change Order.


If a proposal for additional work is requested by the Owner from the Contractorwhich involves additional time, at the Owner’s option, the Owner may extend thecompletion date for that portion of the work included in the change, withoutextending the Contract Time for the remainder of the work.


Changes which involve credits to the Contract Sum shall include overhead, profit,general conditions, and bond and insurance costs.


For any adjustments to the Contract Sum based on other than the unit pricemethod, overhead, profit, and general conditions combined shall be calculated atthe following percentages of the cost attributable to the change in the work:



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.1 For the Contractor for Work performed by the Contractor’s own forces,ten percent of the cost.

.2 For the Contractor, for Work performed by the Contractor’sSubcontractors five percent of the amount due the Subcontractor.

.3 For each Subcontractor or Sub-subcontractor involved, for Workperformed by that Subcontractor’s or Sub-subcontractor’s own forces, tenpercent of the cost.

.4 For each Subcontractor, for Work performed by the Subcontractor’s Sub-subcontractors, five percent of the amount due the Sub-subcontractor.

.5 Costs to which overhead, profit, and general conditions is to be appliedshall be determined in accordance with Sub-Sections 7.3.6.1 through7.3.6.5.

.6 When both additions and credits are involved in any one change, theallowance for overhead and profit shall be figured on the basis of the netincrease, if any;


In order to facilitate checking of quotations for extras or credits, all proposalsshall be accompanied by:

.1 A complete itemization of costs including labor, material.

.2 Subcontractor’s, Sub-subcontractor’s and material suppliers for theirportions of the work itemized to include labor, material.

.3 Labor costs shall be indicated hourly wage and fringe benefits. Laborhours shall be provided for each phase of the work.

.4 Material costs shall include unit costs and units required where applicable.


The Contractor understands that change orders to the contract which increase ordecrease the cost by $10,000 or more, or the time of completion by 30 days ormore, will require written documentation by the Owner that the changes:

.1 were not reasonably foreseeable at the time the contract was signed;

.2 were not within the contemplation of the contract as signed; and

.3 are in the best interest of the district or region and authorized by law.



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The Contractor shall provide written notice to the Architect and the Owner ifovertime labor rates are included in the computation of the cost of a proposedChange Order or Construction Change Directive.


In the event that the Contractor and the Owner do not reach agreement on aChange Order or a Construction Change Directive, the Owner may, in itsdiscretion, delete the labor, materials and equipment that are the subject of theChange Order or the Construction Change Directive from the Work to beperformed under the Contract Documents. The Owner shall receive credit fromthe Contractor for the labor, materials, and equipment, including Contractoroverhead and profit attributable to the deleted work. The Owner may completethe deleted work through another contractor or subcontractor.

7.3 CONSTRUCTION CHANGE DIRECTIVES

7.3.4 Add the word “actual” before the word “costs” at the beginning of each ofthe subsections:

Add the following to the end of Section 7.3.4.5:

Cost of supervision, unless directly attributable to change, will not be allowable asan itemized cost for any additions (or credited for deletions) unless a change in theContract Time is made.

Add the following to the end of this Section 7.3.4:

Overtime when specifically authorized by the Owner shall be paid for by theOwner on the basis of a premium payment only, plus the cost of insurance andtaxes based on the premium payment. Overhead and profit will not be paid by theOwner for overtime. Field tickets must be signed by the Architect for verificationof overtime hours.

7.3.7 Delete the last sentence and substitute the following: “Upon resolution of exactscope, Contract Sum change, and Contract Time change, a Change Order shall beprepared incorporating the Construction Change Directive.”

7.3.8 In the first sentence, after the words “shall be” and before the words “asconfirmed by” delete the words “actual net cost” and insert “computed inaccordance with Section 7.3.7”. In the last sentence, after the word “increase”,add the words “or decrease.” Add the following to the end of the Section:

Also, if the amount of either the credit or the addition is in dispute, the amount ofthe other, non-disputed item may not be included in Applications for Payment.



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Overhead and profit will be included in credits to the same extent they areincluded in additions.


Change Orders that result in a net decrease in or credit to the Contract Sum mustinclude a credit to the Owner for the Contractor’s overhead and profit asdescribed in Section 7.1.7.

7.4 MINOR CHANGES IN THE WORK

Add the following at the end of the Section: “The Owner shall be notified inwriting by the Contractor of the minor change.”

7.5 SUBSTITUTIONS


After the award of the Contract, a request by the Contractor for a substitution ofmaterials or equipment in place of those specified in the Contract Documents willbe considered only under one or more of the following conditions:

.1 Required for compliance with interpretation of code requirements orinsurance regulations then existing.

.2 Unavailability of specified products, through no fault of the Contractor.

.3 Subsequent information discloses inability of specified products toperform properly or to fit in designated space.

.4 Manufacturer/fabricator refuses to certify or guarantee performance ofspecified product as required.

.5 When it is clearly seen, in the judgment of the Architect and with theOwner’s approval, that a substitution would be substantially to theOwner's best interests, in terms of cost, time, or other considerations.

Substitution requests shall be written, timely, and accompanied by adequatetechnical and cost data. Requests shall include a complete description of theproposed substitution, name of the material or equipment for which it is to besubstituted, drawings, cuts, performance and test data, and any other data orinformation necessary for a complete evaluation by the Architect.

ARTICLE 8: TIME

8.1 DEFINITIONS

8.1.1 Replace "Substantial" with "Final".

8.1.2 Delete "date established in the Agreement" and replacing it with the following:



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first business day after Contractor's receipt of the written Notice to Proceed. TheNotice to Proceed shall not be issued by Architect until the Agreement (orAmendment Number 1, if Contractor is a Construction Manager at Risk) has beensigned by the Contractor, approved by Owner's Board of Education, signed by theOwner's authorized representative, and Owner and Architect have received, andapproved as to form, all required payment and performance bonds and insurance,in compliance with Article 11. Issuance of the notice to proceed shall not relievethe Contractor of his responsibility to comply with Article 11.

8.1.3 Add the following at the end of the existing section:

The date of Final Completion is the date certified by the Architect in accordancewith Article 9. Unless otherwise agreed in writing by Owner, Contractor agreesthat Final Completion shall occur not more than 30 days after the date ofSubstantial Completion.


The term “day” as used in the Contract Documents shall mean working day,excluding weekends and legal holidays.

8.2 PROGRESS AND COMPLETION

8.2.1 Delete the word “confirms” and substitute “stipulates”.

8.2.3 Delete the word “Substantial” and substitute “Final”. Add the following at theend of the Section:

The Contractor shall bear all additional costs incurred to meet the Contract Time,which may require working overtime without additional compensation


The Contractor is subject to liquidated damages, as specified in this Agreement, ifthe Work is not completed by the date of Substantial Completion or the Date ofFinal Completion. Additionally, the Contractor shall reimburse the Owner for allfees or expenses, including without limitation, the Architect, engineers and legalexpenses, for additional services necessitated by Contractor’s failure to obtainSubstantial Completion within the time established in the agreement and for morethan one inspection for Substantial Completion or final inspection.

8.3 DELAYS AND EXTENSIONS OF TIME

8.3.1 Delete “pending mediation or arbitration...” through the conclusion of thissentence and substitute the following:



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“or by other causes which the Architect and Owner determine, in their solediscretion, may justify delay, then the Contract Time shall be extended by ChangeOrder for such reasonable time as the Architect and Owner may determine.”


The Contractor shall not be entitled to recover from the Owner, and herebywaives all rights that it or its subcontractors or any other person may otherwisehave to recovery, any costs, expenses and damages of any nature that it or itssubcontractors or any other person may suffer by reason of delay in theperformance of the Work or any portion thereof, the extension of Contract Timegranted herein being the Contractor’s sole and exclusive remedy.


The Contractor shall not be entitled to any increase in the Contract Sum as a resultof any delays in the progress of the Work. The Contractor’s sole remedy fordelay shall be an extension of time. This Section 8.3 does not preclude recoveryof damages or delay by the Owner under other provisions of the ContractDocuments.


Notwithstanding other provisions in this Contract, Contractor shall not be entitledto any recovery of damages arising out of any event or delay caused withinContractor’s control and/or for “Acts of God”, including without limitationadverse weather conditions, which prevents such early completion of the Work.


Where a delay occurs that is beyond the Contractor’s control and when the delayis not reasonably unacceptable, the Contractor has an affirmative duty to mitigatethe effect of that delay on the progress of the Work. An extension of theSubstantial Completion date will not be granted to the extent that the Contractorbreaches said duty to mitigate.

ARTICLE 9: PAYMENTS AND COMPLETION

9.1.2 Delete "shall" and replace it with "may, by mutual written agreement,".

9.2 Delete entirely and substitute:

At the pre-construction meeting, the Contractor shall submit to the Owner and theArchitect a detailed schedule of values allocated to various portions of the Work,prepared in such form and supported by such data to substantiate its accuracy asthe Owner and Architect may require. This schedule, unless objected to by theOwner or Architect, shall be used as a basis for reviewing the Contractor’sApplications for Payment.



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9.3 APPLICATIONS FOR PAYMENT

9.3.1 In the first sentence, delete “ten” and in its place insert: “twenty (20)” and insertthe language “before the Owner’s submission date for the Board of Education’sreview and approval of such payment at the next Board of Education meeting or,if the Owner’s Board of Education approves otherwise,” between the words“days” and “before”. In the last sentence, delete “if provided for in the ContractDocuments”. Add the following sentence at the end of this Section: “The form ofApplication for Payment shall be a notarized AIA Document G702, Applicationand Certification for Payment, supported by AIA Document G703, ContinuationSheet.”

9.3.1.2 Replace "does not intend to pay a" with "has not been invoiced by a"; and byreplacing "such Work has been performed by others whom the Contractor intendsto pay" with "Contractor has self-performed the Work". At the end of the Sectionadd the following: “However, this Section will not apply to routine retainage theContractor intends to withhold from the Subcontractor pursuant to theSubcontract.”


No interest will be paid upon retention.


Contractor shall submit all payment requests to the Architect for all workcompleted during the previous time period. Requests submitted late will not beprocessed until the following month. Contractor shall include the Contractor’swaiver of lien for the full amount and partial subcontractor waivers of lien in theamounts of the previous payment request.

9.3.2 Add the following to the end of Section 9.3.2:

Contractor shall submit requisitions from suppliers and Subcontractors tosubstantiate the amounts requested on the Application for Payment for materialsor equipment stored on or off site. The Owner shall have no responsibility orliability to the Contractor for the safekeeping of materials and equipment stored atthe site or off the site.


CONTRACTOR SHALL INDEMNIFY AND HOLD OWNER HARMLESSFROM ANY LIENS, CLAIMS, SECURITY INTERESTS ORENCUMBRANCES FILED BY THE CONTRACTOR, SUBCONTRACTORS,OR ANYONE CLAIMING BY, THROUGH OR UNDER THE CONTRACTOROR SUBCONTRACTOR FOR ITEMS COVERED BY PAYMENTS MADE BYTHE OWNER TO CONTRACTOR.



2644572.2


The Contractor shall submit his application for payment as outlined in Section 9.3on the first of the month, and the Owner will make payment accordingly promptlyafter receipt of the Architect’s Certificate. Each partial payment request shall bemade monthly and Contractor shall request payment of ninety percent (90%) ofthe portion of the Contract Sum properly allocable to labor, materials andequipment incorporated in the work less the aggregate of previous payments ineach case. The Owner reserves the right to reduce retainage prior to substantialcompletion. Retainage shall not be reduced below 10% until all closeoutdocuments as required in the Instruments of Service have been received, reviewedand approved by the Architect.


Before each certificate for payment is issued, the Contractor shall furnish to theArchitect a complete statement of the amounts due to Subcontractors, partiessupplying material, and for his own materials and labor, on AIA Document G702and G702A “Application and Certificate for Payment.”


A Sworn "Contractor's Affidavit" shall be submitted with each payment request insufficient form for the Owner to determine Contractor's right to payment andcompliance with the Illinois Mechanic's Lien law. Each payment request shallinclude executed waivers of lien in conformity with information set forth on aproperly completed Contractor's Affidavit. In the event that the Owner is satisfiedwith Contractor's payment procedures, the Owner may accept partial waivers oflien of Subcontractors and suppliers who were included in the immediatepreceding payment. The Contractor shall submit waivers on a current basis, butthe Owner may allow Subcontractors and suppliers to be not more than onepayment late with their partial waivers.


Upon giving ten (10) days notice in writing to the Contractor, the full contractretainage may be reinstated and the retention restored to the basis established inSection 9.3.4 if the manner of completion of the work and its progress do notremain satisfactory to the Owner, or if any surety of Contractor withholds itsconsent.


All material necessary for the construction of this Project, delivered upon thepremises, shall not be removed from the premises without written consent of theOwner.



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The Contractor’s request for final payment shall include: (1) the Contractor’sFinal Lien Waiver in the full amount of the contract; and (2) final lien waivers inthe full amount of their contracts from all subcontractors and suppliers for whichfinal lien waivers have not previously been submitted.

9.4.2 Delete the first sentence and replace it with the following:

The issuance of a Certificate for Payment will constitute a representation by theArchitect to the Owner that the Architect has observed the progress of the Work,determined that, in the Architect’s professional opinion, the Work has progressedto the point indicated and that the quality of the Work is in accordance with theConstruction Documents and Contract Documents, that the Architect has criticallyevaluated and certified that the amounts requested in the Application for Paymentare valid and correct, and that in the Architect’s opinion the Contractor is entitledto payment in the amount certified.


The issuance of a Certificate for Payment shall constitute a recommendation tothe Owner regarding the amount to be paid. This recommendation is not bindingon the Owner if Owner knows of other reasons under the Contract Documentswhy payment should be withheld.

9.5 DECISIONS TO WITHHOLD CERTIFICATION

9.5.1 Delete “or” at the end of Section 9.5.1.6. Insert “or” at the end of Section 9.5.1.7,and replace the period with a semicolon. Add the following new section 9.5.1.8:

.8 failure to submit a written plan indicating action by the Contractor to regain thetime schedule for completion of Work within the Contract time.


Notwithstanding any provision contained within this A1iicle, if the Work has notattained Substantial Completion or Final Completion by the required dates,subject to extensions of time allowed under these Conditions, then Architect maywithhold any further Certificate for Payment to Contractor to the extent necessaryto preserve sufficient funds to complete the construction of the Project and tocover liquidated damages. The Owner shall not be deemed in default by reason ofwithholding payment as provided for in Sections 9.3.4, 9.4.3, 9.5.1, or thisSection.


The Owner shall not be required to make payment unless in its own independentjudgment it accepts the Architect’s Certificate.



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9.6 PROGRESS PAYMENTS


9.7 FAILURE OF PAYMENT

Delete entirely and substitute the following:

If the Owner is entitled to reimbursement or payment from the Contractor underor pursuant to the Contract Documents, then such payment shall be madepromptly upon demand by the Owner. Notwithstanding anything contained in theContract Documents to the contrary, if the Contractor fails to promptly make anypayment due to Owner, pursuant to the Contract, or if the Owner incurs any costsand expenses to cure any default of the Contractor or to correct defective Work,then the Owner shall have an absolute right to offset such amount against theContract Sum and, in the Owner's sole · discretion and without waiving any otherremedies, may elect either to:

.1 deduct an amount equal to that which the Owner is entitled from any paymentthen or thereafter due to Contractor from the Owner, or

.2 issue a written notice to the Contractor reducing the Contract Sum by anamount equal to that which the Owner is entitled.

9.8 SUBSTANTIAL COMPLETION

9.8.1 Add "and the Construction Documents" after "Contract Documents". Replace theoriginal period with a semi-colon; and adding the following at the end of theSection:

all Project systems included in the Work or designated portion thereof have beensuccessfully tested and are fully operational; all required governmentalinspections and certifications required of the Work have been made, approved andposted; designated initial instruction of Owner's personnel in the operation ofProject systems has been completed; and all the required finishes set out in theConstruction Documents are in place. The only remaining Work shall be minor innature so that the Owner can occupy the Work or the applicable portion of theWork for all of its intended purposes on that date; and the completion of the Workby the Contractor will not materially interfere with or hamper Owner's normalschool operations or other intended use. As a further condition of a determinationof Substantial Completion, the Contractor shall certify that all remaining Workshall be completed within 30 days. Contractor shall complete Owner's SubstantialCompletion Certificate.


Except with the consent of the Owner, the Architect shall perform no more thanfive inspections to determine whether the Work or a designated portion thereof



2644572.2

has attained Substantial Completion in accordance with the Contract Documents.The Owner shall be entitled to reimbursement from the Contractor for amountspaid to the Architect for any additional inspections.

9.8.4 Add ", sign and issue Owner's" after "will prepare"; delete "a" before"Certificate"; delete the first "Substantial" in the second sentence and replace itwith "Final"; and delete all of the language beginning with "thereof unless" to theend of the paragraph.

9.8.5 Add the following sentence at the end of this Section:

The payment shall be sufficient to increase the total payments to 95 percent of thecontract sum, less such amounts as the Architect shall determine for incompletework and unsettled claims.

9.9 Delete Section 9.9 PARTIAL OCCUPANCY OR USE and all subsections intheir entirety.

9.10.1 Delete t “to the best of the architect’s knowledge, information and belief, and”and substitute a comma.



9.11 LIQUIDATED DAMAGES


The Contractor is solely responsible for substantially completing the Work by thescheduled Substantial Completion Dates for each Phase of the Work. Thisresponsibility includes all work including that of the Contractor’s forces,subcontractors and suppliers. The Contractor acknowledges that the Owner willsuffer significant financial loss, and there will be disruption to the School DistrictCommunity, if the Project is not complete on or before the SubstantialCompletion Date for the work set forth in the Contract Documents. TheContractor further acknowledges that the measure of such loss and the disruptionto the School District Community would not be susceptible to precise calculation.To protect the Owner against said loss and disruption to the School DistrictCommunity, the Owner and the Contractor hereby agree that the Contractor andthe Contractor’s Surety, if any, shall be liable for and shall pay to the Owner,Liquidated Damages of one thousand dollars ($1,000) for each calendar day ofdelay per Phase in Substantial Completion.


Payments of Liquidated Damages are in addition to other damages that may beincurred by the Owner and not a penalty. All such Liquidated Damages may be



2644572.2

set-off against any moneys that may be due the Contractor. The Owner’sapproval or making of progress payments or final payment, with or withoutknowledge that the Work was untimely, shall not constitute or be deemed awaiver of the Owner’s rights or claims, or of the Owner’s ability to receiveLiquidated Damages under the Contract or common law.

ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY

10.1 SAFETY PRECAUTIONS AND PROGRAMS

Add the following at the end of the Section: “Contractor's obligations underSection 10.2 as to each portion of the Project shall continue until Owner takespossession of and occupies that portion of the Project.”


The Contractor shall also be responsible, at the Contractor's sole cost andexpense, for all measures necessary to protect any property adjacent to the Projectand improvements therein. Any damage to such property or improvements shallbe promptly repaired by the Contractor.

10.2.4 Delete "explosives or other", and adding the following before the final period:

, and shall only conduct such activities after giving reasonable advance writtennotice of the presence or use of such materials, equipment or methods to Ownerand Architect. The storage of explosives on Owner's property is prohibited. Theuse of explosive materials on Owner's property is prohibited unless expresslyapproved in advance in writing by Owner and Architect.

10.2.5 In the first sentence after the word “shall” and before the word “promptly” insertthe following: “at its sole cost and expense”. Delete everything after the firstsentence.

10.2.9 Add the following new Section:

The Contractor, prior to commencing the work, shall submit to the Architect, inwriting, a statement certifying that he is familiar with the Manual of AccidentPrevention in Construction by the Associated General Contractors of America,current edition, and further that the Contractor will maintain at the project a copyof said publication and will strictly enforce the applicable requirements of same.Contractor will also state the name of the Contractor’s Safety Engineer who willbe responsible for enforcing all safety requirements.

10.2.10 Add the following new Section10.2.10:

All Construction documents pertaining to this Work, and the joint and severalphases of construction hereby contemplated, are to be governed, at all times, byapplicable provisions of the Federal Law.



2644572.2


The Contractor shall do all things necessary to protect the Owner's premises andall persons from damage and injury, when all or a portion of the Work issuspended for any reason.


The Contractor shall promptly report in writing to the Owner and Architect allaccidents arising out of or in connection with the Work which cause death, bodilyinjury or property damage, giving full details and statements of any witnesses. Inaddition, if death, serious bodily injuries, or serious property damages are caused,the accident shall be reported immediately by telephone or messenger to theOwner and the Architect.

10.3 HAZARDOUS MATERIALS

10.3.1.1 Insert the following new Section 10.3.1.1:

The Contractor shall not cause or permit any “Hazardous Materials” (as definedherein) to be brought upon, kept or used in or about the Projects site(s) except tothe extent such Hazardous Materials: (1) are necessary for the prosecution of theWork; (2) are required pursuant to the Contract Documents; and (3) have beenapproved in writing by the Owner. Any Hazardous Materials allowed to be usedon the Project site(s) shall be used, stored, and disposed of in writing as directedin writing by the Owner. Any Hazardous Materials allowed to be used in theProject site(s) shall be used, stored, and disposed of in compliance with allapplicable laws relating to such Hazardous Materials. Any unused or surplushazardous Materials, as well as, any other Hazardous Materials that have beenplaced, released, or discharged on the Project site(s) by the Contractor or any ofits employees, agents, suppliers, or subcontractors, shall be removed from theProject site(s) at the earlier of (1) completion of the Work requiring the use ofsuch Hazardous Materials; (2) the completion of the Work as a whole; or (3)within twenty-four (24) hours following the Owner’s demand for such removal.Such removal shall be undertaken by the Contractor at its sole cost and expenseand shall be performed in accordance with all applicable laws. The Contractorshall immediately notify the Owner of any release or discharge of any HazardousMaterials on the Project site(s). The Contractor shall provide the Owner withcopies of all warning labels on products that the Contractor or any of itssubcontractors will be using in connection with the Work, and the Contractorshall be responsible for making any and all disclosures required under applicable“Community Right to Know” or similar laws. The Contractor shall not clean orservice any tools, equipment, vehicles, materials, or other items in such a manneras to cause a violation of any laws or regulations relating to Hazardous Materials.All residue and waste materials resulting from any such cleaning or servicingshall be collected and removed from the Project site(s) in accordance with all



2644572.2

applicable laws and regulations. The Contractor shall immediately notify theOwner of any citations, orders, or warnings issued to or received by theContractor, or of which the Contractor otherwise becomes aware, that relate toany Hazardous Materials on the Project site(s). Without limiting any otherindemnification provisions pursuant to law or specified in this Agreement, theContractor shall indemnify, defend (at the Contractor’s sole cost, and with legalcounsel approved by the Owner), and hold the Owner harmless from any and allclaims, demands, losses, damages, disbursements, liabilities, obligations, fines,penalties, costs, and expenses for removing and remedying the effect of anyHazardous Materials on, under, from, or about the Project site(s), arising out of orrelating to, directly or indirectly, the Contractor’s or its subcontractor’s failures tocomply with any of the requirements herein. As used herein, the term “HazardousMaterials” means any hazardous or toxic substances, materials, and wastes listedin the United States Department of transportation Materials Table, or listed by theEnvironmental Protection Agency as hazardous substances, and all substances,materials, or wastes that are or become regulated under federal, state, or local law.


10.3.4 Delete everything after the word “site” and substitute a period.


ARTICLE 11: INSURANCE AND BONDS

11.1 CONTRACTOR’S INSURANCE AND BONDS


All insurers shall be licensed by the State of Illinois and rated A-VII or better byA.M. Best or comparable rating service. The comprehensive general liability,property damage, auto liability, and umbrella liability insurance policy shall namethe District, its Board, Board members, employees, and agents, and the Architectand Architect’s consultants as an additional insured on a primary noncontributorybasis with a waiver of subrogation in favor of the District (the waiver ofsubrogation shall also apply to the workers’ compensation insurance). TheContractor shall provide the District with certificates of insurance and/or copies ofpolicies reasonably acceptable to the District evidencing the existence of thecoverage described above, including form and deductibles, during the duration ofthis Agreement. The failure to provide acceptable insurance shall be deemed abreach of this Agreement entitling the District to terminate this Agreementimmediately. All policies of insurance shall provide by endorsement that nocoverage may be canceled, terminated, or reduced by the insuring companywithout the insuring company having first given at least 30 days prior writtennotice to the District by certified mail, return receipt requested.



2644572.2

11.1.2 Add the following at the end of the Section: “Owner requires that the bond suretybe licensed to do business in Illinois must carry a BEST RATING of A+ and thatthe Owner has no objection to the bond surety.”


The Contractor shall deliver the required bonds to the Owner not later than tendays following the date of notification of the Award of Contract or if the Work isto be commenced prior thereto in response to a letter of intent, the Contractorshall, prior to the commencement of the Work, submit evidence satisfactory to theOwner that such bonds will be furnished.


The Contractor shall require the attorney in fact who executes the required bondson behalf of the surety to affix thereto a certified and current copy of the power ofattorney. Such bonds shall be on the appropriate form provided by the AmericanInstitute of Architects and shall bear the same date as, or a date subsequent to, thedate of the Contract.


The failure of the Contractor to supply the required bonds within 10 days after theprescribed Agreement forms are presented for signature, or if the bondingcompany finds that the Contractor is NOT bondable, shall constitute a default, andthe Owner may award the Contract to the next responsible low bidder.


If at any time the Owner becomes dissatisfied with any Surety or Sureties thenupon the Bonds, or for any other reason such Bonds shall cease to be adequatesecurity for the Owner, the Contractor shall, within five (5) days after notice to doso, substitute acceptable Bonds in such forms and sum and signed by such otherSureties as may be satisfactory to the Owner. No further payments shall bedeemed due nor shall be made until the new Sureties shall have qualified.


Whenever the Contractor shall be and is declared by the Owner to be in defaultunder the Contract, the Surety and Contractor are each responsible to make fullpayment to the Owner for any and all additional services of the Architect as whichare required as a result of the Contractor’s default and in protecting the Owner’sright under the Agreement with the Contractor.


The Contractor must within ten (10) days after the execution of this Agreementfurnish a Performance Bond agreeing to pay not less than the prevailing wage for



2644572.2

work to be performed in accordance with the Contract and the laws of the State ofIllinois, and agreeing to pay all sums of money due for labor, materials, apparatus,fixtures or machinery and transportation with respect thereto, as in said PaymentBond provided, each dated the same day as the Agreement, in the formsprescribed by the Owner and each in an amount equal to the Contract Sum with acorporate Surety or Sureties acceptable to the Owner authorized to do business inthe State of Illinois. These Bonds shall be maintained by the Contractor and shallremain in full force and effect until final acceptance of the work by the Owner orsixty (60) days following the date of Final Payment, whichever occurs later. TheContractor shall agree and shall cause the Surety to agree to be bound by each andevery provision of the Contract Documents.


In the event the Surety will make any assignment for the benefit of creditors orcommit any act of bankruptcy, or if it shall be declared bankrupt or if it shall file avoluntary petition in bankruptcy or shall in the opinion of the Owner be insolvent,the Contractor shall agree forthwith upon request of the Owner to furnish andmaintain other corporate Surety with respect to such bonds satisfactory to theOwner.

11.2.2 Delete the last three sentences, beginning with “In the event the Owner fails”from this Section.

11.2.3 Delete the following from this Section and replace with a period:

; and (3) the Owner waives all rights against the Contractor, Subcontractors, andSub-subcontractors to the extent any loss to the Owner would have been coveredby the insurance had it not expired or been cancelled. If the Contractor purchasesreplacement coverage, the cost of the insurance shall be charged to the Owner byan appropriate Change Order.

11.3 WAIVERS OF SUBROGATION


Notwithstanding any other provision in any Contract Document, the Owner shallnot, in any manner, be deemed or intended to have waived any right ofsubrogation which either it, or its insurance carrier or any self-insured risk pool ofwhich it is a member, may have against the Architect, Contractor or Subcontractorof any tier, or any of their employees, agents, consultants, officers and directors.


11.4 LOSS OF USE, BUSINESS INTERRUPTION, AND DELAY INCOMPLETION INSURANCE

Delete entirely.



2644572.2

11.5 ADJUSTMENTS AND SETTLEMENT OF INSURED LOSS

11.5.2 Delete entirely and substitute: “The Owner as fiduciary shall have the power toadjust and settle a loss with insurers.”

11.6 Add the following new Section, ADDITIONAL INSURANCEREQUIREMENTS:

The Contractor is responsible for determining that subcontractors are adequatelyinsured against claims arising out of or relating to the Work. The premium costand charges for such insurance shall be paid by each subcontractor.

ARTICLE 12: UNCOVERING AND CORRECTION OF WORK

12.1.1 Add "or Owner's" after the first "Architect's"; and add "or Owner" after"Architect".

12.1.2 Add "or Owner" after the second "Architect”.

12.2 CORRECTION OF WORK

12.2.2.1 In the first sentence after the words “the Contractor shall correct it promptly”,add: “at the Contractor’s sole expense.” Also, throughout this Section replace alloccurrences of the words “one year” with the words “two years” to extend theContractor’s warranty period from one year to two years, and replace the words“Substantial Completion” with “final completion” in all instances where theyappear.

12.2.2.2 Replace the term “one-year” with “two-year”.

12.2.2.3 Delete entirely and substitute:

In the case of any work performed in correcting defects pursuant to guaranteesprovided or referred to by this Article 12, the guarantee period shall begin anewfrom the date of the completion of such work.

12.2.4 Delete the period at the end of the sentence and add: “and pay all attorney’s feesand expenses related thereto, immediately upon demand.”

12.2.5 In the second sentence replace “one-year period” with “two-year period.”


Contractor shall replace, repair, or restore any parts of the Project or furniture,fixtures, equipment, or other items placed therein (whether by Owner or any otherparty) that are injured or damaged by any such parts of the Work that do notconform to the requirements of the Construction Documents or the ContractDocuments or by defects in the Work.



2644572.2

12.2.7 If, however, Owner and Contractor deem it inexpedient to require the correctionof Work damaged or not done in accordance with the Construction Documents orthe Contract Documents, then an equitable deduction from the Contract Sum shallbe made by agreement between Contractor and Owner. Until such settlement,Owner may withhold such sums as Owner deems just and reasonable frommoneys, if any, due Contractor. The settlement shall not be unreasonably delayedby the Owner and the amount of money withheld shall be based on estimatedactual cost of the correction to Owner.

ARTICLE 13: MISCELLANEOUS PROVISIONS

13.1 Delete entirely and substitute:

This Agreement shall be governed by, construed, and enforced in accordance withthe laws of the State of Illinois without regard to conflict of law principles.Jurisdiction and venue for all disputes hereunder shall be the Circuit Court locatedin the same county as the Project, or the federal district court for the NorthernDistrict of Illinois.


The invalidity of any part or provision of the Contract Documents shall not impairor affect in any manner whatsoever the validity, enforceability or effect of theremainder of the Contact Documents

13.4.2 In the last sentence, delete “Owner” and substitute “Contractor”.

13.4.3 At the end of this Section add: “Notwithstanding any other term or provision inthis Article 13 to the contrary, in the event that any testing or inspection of theWork or any part thereof reveals defects in materials or workmanship, then theContractor shall remedy such defects and shall bear all costs and expensesassociated with such testing which is related to determining whether such defectshave been properly remedied.”

13.5 INTEREST:

Delete entirely. All references to interest payments throughout the contractdocuments are hereby voided.


13.7 REGULATIONS

13.7.1 The Contractor and/or Subcontractor warrant/s that s/he is familiar with and s/heshall comply with Federal, State and local laws, statutes, ordinances, rules andregulations, Board of Education Rules and Policies, and the orders and decrees ofany courts or administrative bodies or tribunals in any manner affecting theperformance of the contract including without limitation Workmen’s



2644572.2

Compensation Laws, minimum salary and wage statutes and regulations, lawswith respect to permits and licenses and fees in connection therewith, lawsregarding maximum working hours, and, without limitation, such other laws andregulations as are specifically described below. Additionally, Contractor andsubcontractor warrant that s/he shall comply with any amendments to suchFederal, State and local laws, statutes, ordinances, rules and regulations that areenacted thereafter during the performance of the Work and under this Contract.To the extent that there are any violations of any of the applicable laws, rules,regulations and/or court orders/decrees mentioned herein, Contractor andSubcontractor shall be responsible for indemnifying and holding both the Ownerand Architect free and harmless from all costs, fees and expenses incurred,directly or indirectly and including without limitation attorneys’ fees, by theOwner of the Architect in responding to and complying with demands made byany of the governmental departments/agencies and/or the courts, or an aggrievedemployee or person and such amounts may be withheld from the payments to bemade on the project. It is the intention that the Owner and Architect shall sufferno time loss or other additional expenses in complying with any inquiry madewith regard to any compliance with the applicable laws, rules and regulationsreferenced herein. No plea of misunderstanding or ignorance thereof will beconsidered.

13.7.1.1 Whenever required or upon the request of the Architect or Owner, the Contractoror subcontractor shall furnish the Architect and the Owner with satisfactory proofof compliance with said Federal, State and local laws, statutes, ordinances, rules,regulations, orders, and decrees.

13.7.2 Prior to entering this Agreement, Contractor shall certify to the Owner that theContractor is in compliance with Illinois law and not barred from bidding on theContract as a result of a conviction for either bid-rigging or bid rotating underArticle 33E of the Criminal Code of 1961 (720 ILCS 5/33E).

13.7.3 Upon Owner’s request, Contractor shall provide, at its costs, evidence to theOwner that its employees are physically fit to perform the duties required tocomplete the Project and are free from communicable diseases in compliance withSection 24-5 of the Illinois School Code, 105 ILCS 5/24-5.

ARTICLE 14: TERMINATION OR SUSPENSION OF THE CONTRACT

14.1 Delete the entire Section 14.1 and all subsections.

14.2 TERMINATION BY THE OWNER FOR CAUSE


If the Contractor shall institute proceedings or consent to proceedings requestingrelief or arrangement under the Federal Bankruptcy Act or any similar orapplicable federal or state law, or if a petition under any federal or statebankruptcy or insolvency law is filed against the Contractor and such petition is



2644572.2

not dismissed within sixty (60) days after the date of said filing, or if theContractor admits in writing his inability to pay his debts generally as theybecome due, or if he makes a general assignment for the benefit of his creditors,or if a receiver, liquidator, trustee or assignee is appointed on account of hisbankruptcy or insolvency; or if a receiver of all or any substantial portion of theContractor’s properties is appointed; or if the Contractor abandons the Work; or ifhe fails, except in cases for which extension of time is provided, to prosecutepromptly and diligently the Work or to supply enough properly skilled workmenor proper materials for the Work; or if he submits an Application for Payment,sworn statement, waiver of lien, affidavit or document of any nature whatsoeverwhich is intentionally falsified; or if he fails to make prompt payment toSubcontractors or for materials or labor or otherwise breaches his obligationsunder any subcontract with a Subcontractor; or if a mechanic’s or material man’slien or notice of lien is filed against any part of the Work or the site of the Projectand not promptly bonded or insured over by the Contractor in a mannersatisfactory to the Owner; or if the Contractor disregards any laws, statutes,ordinances, rules, regulations or orders of any governmental body or public orquasi-public authority having jurisdiction of the Work or the site of the Project; orif he otherwise violates any provision of the Contract Documents; then theOwner, without prejudice to any right or remedy available to the Owner under theContract Documents or at law or in equity, the Owner may, after giving theContractor and the surety under the Performance Bond and under the Labor andMaterial Payment Bond described in Section 11.5, seven (7) days’ written notice,terminate the employment of the Contractor. If requested by the Owner, theContractor shall remove any part or all of his equipment, machinery and suppliesfrom the site of the Project within seven (7) days after the date of such request,and in the event of the Contractor’s failure to do so, the Owner shall have theright to remove or store such equipment, machinery and supplies at theContractor’s expense. In case of such termination, the Contractor shall not beentitled to receive any further payment for Work performed by the Contractorthrough the date of termination. The Owner’s right to terminate the Owner-Contractor Agreement pursuant to this Section 14.2.1 shall be in addition to andnot in limitation of any rights or remedies existing hereunder or pursuant hereto orat law or in equity.


If the unpaid balance of the Contract Sum exceeds all costs to the Owner ofcompleting the Work, then the Contractor shall be paid for all Work performed bythe Contractor to the date of termination. If such costs to the Owner ofcompleting the Work exceed such unpaid balance, the Contractor shall pay thedifference to the Owner immediately upon the Owner’s demand. The costs to theOwner of completing the work shall include (but not be limited to) the cost of anyadditional architectural, managerial and administrative services required thereby,any costs incurred in retaining another contractor or other subcontractors, anyadditional interest or fees which the Owner must pay by reason of a delay incompletion of the Work, attorneys’ fees and expenses, and any other damages,



2644572.2

costs and expenses the Owner may incur by reason of completing the Work or anydelay thereof. The amount, if any, to be paid to the Contractor shall be certifiedby the Architect, upon application, in the manner provided in Section 9.4, and thisobligation for payment shall survive the termination of the Contract.

14.2.5 Add the new following new Section 14.2.5:

The Owner may, upon seven (7) days written notice to the Contractor, terminatethe Agreement between the Owner and Contractor without cause. Upon writtenrequest and submittal of the appropriate documentation as required by the Owner,the Owner shall pay the Contractor for all work performed by the Contractor tothe date of termination that has been approved by the Owner. The Owner may,upon the Contractor executing such a confirmatory assignments as the Ownershall request, accept and assume all of the Contractor’s obligations under allsubcontracts executed in accordance with the terms of the Contract Documentsthat may accrue after the date of such termination and that the Contractor hasincurred in good faith in connection with the Work. Upon receipt of notice oftermination, the Contractor shall cease all operations on the date specified by theOwner, terminate subcontracts not assumed by the Owner, make no further ordersof materials or equipment, complete work not terminated (if any), and providesuch reports as may be requested by the Owner and the Architect as to the statusof the Work and the Work remaining to be completed. The Owner’s right toterminate the Contract under this Section shall be in addition to, and not inlimitation of, its rights to stop the Work without terminating the Contract.


Furthermore, if this Contract is a multi-year contract funded through Owner'scurrent general funds that are not bond funds, then the Owner's Board ofEducation has the right to not appropriate adequate monies for the next fiscal yearand to terminate this Contract at the end of each fiscal year during the term of theContract, without the Owner incurring any further liability to Contractor as aresult of such termination.

ARTICLE 15: CLAIMS AND DISPUTES

15.1.1 Add “to the Contract” after the term “parties” in the second line of this Section.



If the Contractor wishes to make a claim for an increase in the Contract Time,written notice as provided herein shall be given within seven (7) calendar daysafter the event giving rise to the claim. The Contractor’s claim shall include anestimate of cost and of probable effect of the delay on the progress of the Work.In the case of a continuing delay only one claim is necessary.



2644572.2

15.1.7 Delete the first sentence. In its place insert the following: “The Contractorwaives Claims against the Owner for consequential damages arising out of orrelating to this Contract.” Delete the word “mutual” in the remainder of thisSection. Delete subsection 15.1.7.1 in its entirety and renumber subsection15.1.7.2 as 15.1.7.1.

15.2 INITIAL DECISION

15.2.1 Delete the third and fourth sentences.

15.2.3 Delete “The Initial Decision Maker may request the Owner to authorize retentionof such persons at the Owner’s expense.”

15.2.5 Delete “but subject to mediation”.


15.2.6.1 Delete entirely

15.3 Delete this Section, MEDIATION, entirely, as well as all additional references tomediation appearing in this Contract.

15.4 Delete this Section, ARBITRATION, entirely, as well as all additional referencesto arbitration found in this Contract.

ARTICLE 16: LIMIT TO AVOID INCORPORATION OF RESPONSIBILITY BYREFERENCE

Insert the following new Article 16:Where any specification which is incorporated herein by reference, through the words "and/or asdirected by the Architect," or phrases having a similar effect appear to give the Architect theright to direct something other than that specified, the Architect has in fact no such right toexcept as it may be established in specific instances in portions of this Instruments of Serviceother than in said specifications.

ARTICLE 17: INCORPORATION OF CONTRACT TERMS WITH SUBCONTRACTORS

Insert the following new Article 17:Contractor agrees that s/he will be responsible to incorporate all of the terms and conditionsherein, including all amendments to this Contract, with any and all of the Subcontractors as wellas any Subcontractors retained by Subcontractors. Contractor acknowledges that it is theOwner’s intent that all of the terms and conditions herein, including all amendments to thisContract, will be adhered to by the Contractor and all Subcontractors performing any Work inthis project.

INSURANCE LIMITSThe contractor shall provide and maintain insurance in the amounts outlined below withcompanies acceptable to the School District:



2644572.2

a. Worker’s Compensation InsuranceCoverage A – Illinois Statutory LimitsCoverage B – Employer’s Liability $500,000 Limit

b. Automobile Liability Insurance: $5,000,000 combined single limit per occurrencefor bodily injury and property damage and include coverage for all owned, non-ownedand hired automobiles.

c. Commercial General Liability Insurance shall provide the following limits:$5,000,000 each occurrence$5,000,000 General Aggregate$5,000,000 Completed Operations Aggregate$5,000,000 Personal Injury$ 25,000 Medical Expense Reimbursements (per person)$1,000,000 Uninsured Motorists (each occurrence)$1,000,000 Underinsured Motorists (each occurrence)

This policy shall include the following coverage:a. Premises/Operationsb. Independent Contractorsc. Products/Completed Operationsd. Contractual Liability – Blankete. Broad Form Property Damagef. Personal Injury-Offenses A, B, C, -exclusion C deleted

Contractual Liability Coverage, including the “Indemnification of School District andArchitect” (hold harmless agreement), must be fully insured under this policy for theliability limits set forth above. In addition, Care, Custody, and Control and XCUexclusions shall be removed from all policies under this Contract and suitable coverageprovided subject to the approval of the School District’s insurance counselor.

The Contractor is responsible for all claims arising out of sales of vended product on thepremises and injury and/or death caused by the vendor’s delivery vehicles on andimmediately adjacent to the premises.

d. Umbrella Liability Insurance: It is required that an umbrella policy be written for aminimum of $20,000,000 for bodily injury and property damage. This umbrella policywould be in excess of the limits of the primary policy outlined above.

All such insurance shall not be cancelable without thirty (30) days prior written noticebeing given to the School District. All insurance shall indicate that it is primary and anymaterial change shall cause notice to District 127 thirty (30) days prior to the change.With respect to the insurance required herein, the Contractor shall provide such insurancenaming as additionally insured, Grayslake Community High School District 127, andincluding all elected and appointed officials, all employees and volunteers, all boards,



2644572.2

and their board members. The Contractor shall also purchase and maintain such insuranceas will protect the School District from and against all claims, damages, loss andexpenses, including attorney’s fees arising out of or resulting from the performance of thework, provided that any such claim, damage, loss or expense, (1) is attributable to bodilyinjury to or destruction of tangible property (other than the work itself), including the lossof use resulting there from, and (2) is caused in whole or in part by a negligent act oromission of the Contractor, subcontractor, anyone directly or indirectly employed by anyof them or anyone for whose acts they may be liable, regardless of whether or not it iscaused in part by a party to whom insurance is afforded pursuant to this paragraph.

It is MANDATORY within ten (10) days after the bid award, that the Certificate(s)of Insurance shall be submitted to the School District 127 Associate Superintendent.

Board of Education of ___________________________________

Signature: ATTEST:

Title: Title:

Date:

Contractor: ___________________________________

Signature: ATTEST:

Title: Title:

Date:

DIVISION 01


SUMMARY 011000-1

SECTION 011000 - SUMMARY

1. GENERAL


A. Drawings and general provisions of the Contract, including General and SupplementaryConditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.2. Work covered by Contract Documents.3. Work by Owner.4. Access to site.5. Coordination with occupants.6. Work restrictions.7. Specification and drawing conventions.8. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and proceduresgoverning temporary use of Owner's facilities.

1.3 PROJECT INFORMATION

A. Project Identification: Drainage Improvements, Grayslake Central High School

1. Project Location: 400 N. Lake Street, Grayslake, IL 60030

B. Owner: Board of Education of Grayslake Community High School District 127

1. Owner's Representative: Michael Zelek, Associate Superintendent, telephone: (847) 986-3400

C. Engineer: Eriksson Engineering Associates, Ltd.

1. Engineer’s Representative: Patrick Dimmer, P.E., 145 Commerce Drive, Suite A,Grayslake, IL 60030, telephone: (847) 223-4804, ext. 28, email: [email protected].

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and generally includes the following:

1. Demolition, earthwork, and landscape restoration.

B. Type of Contract:


SUMMARY 011000-2

1. Project will be constructed under a single prime contract.

1.5 WORK BY OWNER AND CONTRACTOR

A. General: Cooperate fully with Owner so work may be carried out smoothly, without interferingwith or delaying work under this Contract or work by Owner. Coordinate the Work of thisContract with work performed by Owner.

B. Preceding Work:

1. The Contractor will have a private utility location service locate and mark existingunderground private utilities. The Contractor is responsible for contacting JULIE andhaving all public utilities located and marked. All utility locating and marking must becompleted before the Contractor commences any on-site construction activities.

1.6 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations asindicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to work in areas as indicated as construction limits on thedrawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways and Entrances: Keep driveways and entrances serving premisesclear and available to Owner, Owner's employees, and emergency vehicles at all times.Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by constructionoperations.

b. Schedule deliveries to minimize space and time requirements for storage ofmaterials and equipment on-site.

1.7 COORDINATION WITH OCCUPANTS

A. Park Users: Users will occupy the premises during entire construction period, with theexception of areas under construction. Cooperate with Owner during construction operations tominimize conflicts and facilitate usage. Perform the Work so as not to interfere with User’soperations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or usedfacilities. Do not close or obstruct walkways, corridors, or other occupied or usedfacilities without written permission from Owner and authorities having jurisdiction.

2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner'soperations.

1.8 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authoritieshaving jurisdiction.


SUMMARY 011000-3

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of7:00 a.m. a.m. to 7:00 p.m., Monday through Friday, unless otherwise indicated.

1. Saturday: 8:30 a.m. to 5:00 p.m.2. Sundays and Holidays: Upon Owner and Village Approval

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner orothers unless permitted under the following conditions and then only after providing temporaryutility services according to requirements indicated:

1. Notify Owner not less than two days in advance of proposed utility interruptions.2. Obtain Owner's written permission before proceeding with utility interruptions.

D. Nonsmoking Site: Smoking is not permitted on school district property.

E. Employee Screening: Comply with Owner's requirements for drug and background screening ofContractor personnel working on Project site.

1.9 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language andthe intended meaning of certain terms, words, and phrases when used in particular situations.These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. Thewords "shall," "shall be," or "shall comply with," depending on the context, are impliedwhere a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically statedotherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Workof all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings aredescribed in detail in the Specifications. One or more of the following are used on Drawings toidentify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used inthe individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part ofthe U.S. National CAD Standard and scheduled on Drawings.

3. Keynoting: Materials and products are identified by reference keynotes referencingSpecification Section numbers found in this Project Manual.

4. References: Any use of the term “Architect” in the Contract Documents shall be usedinterchangeably with the term “Engineer”.

2. PRODUCTS (Not Used)

3. EXECUTION (Not Used)



ALTERNATES 012300-1

SECTION 012300 - ALTERNATES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work definedin the bidding requirements that may be added to or deducted from the base bid amount ifOwner decides to accept a corresponding change either in the amount of construction to becompleted or in the products, materials, equipment, systems, or installation methods describedin the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in theAgreement.

2. The cost or credit for each alternate is the net addition to or deduction from the ContractSum to incorporate alternate into the Work. No other adjustments are made to theContract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integratework of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similaritems incidental to or required for a complete installation whether or not indicated as partof alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing,of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferredfor later consideration. Include a complete description of negotiated revisions to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A schedule of alternates is included at the end of this Section. SpecificationSections referenced in schedule contain requirements for materials necessary to achieve thework described under each alternate.


ALTERNATES 012300-2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES1. Refer to Bid Form



CONTRACT MODIFICATION PROCEDURES 012600-1

SECTION 012600 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processingContract modifications.

B. Related Sections include the following:1. Division 01 Section “Alternates”2. Division 01 Section "Product Requirements" for administrative procedures for handling

requests for substitutions made after Contract award.

1.3 MINOR CHANGES IN THE WORK

A. Engineer will issue Supplemental Instructions authorizing Minor Changes in the Work, notinvolving adjustment to the Contract Sum or the Contract Time, through the following means:

1. AIA Document G710, "Architect's Supplemental Instructions."2. Email communications.3. Telephone communications.4. Verbal communications.

B. Only changes issued formally through a Change Order or Construction Change Directive willauthorize changes to the Contract Sum or the Contract Time.

1.4 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: The Engineer will issue a detailed description ofproposed changes in the Work that may require adjustment to the Contract Sum or the ContractTime. If necessary, the description will include supplemental or revised Drawings andSpecifications.

1. Proposal Requests issued by entities other than the Engineer are for information only.Do not consider them instructions either to stop work in progress or to execute theproposed change.

2. Within 10 days after receipt of Proposal Request, submit a quotation estimating costadjustments to the Contract Sum and the Contract Time necessary to execute thechange.

a. Include a list of quantities of products required or eliminated and unit costs, withtotal amount of purchases and credits to be made. If requested, furnish surveydata to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts oftrade discounts.

c. Include costs of labor and supervision directly attributable to the change.



d. Include an updated Contractor's Construction Schedule that indicates the effect ofthe change, including, but not limited to, changes in activity duration, start andfinish times, and activity relationship. Use available total float before requestingan extension of the Contract Time.

B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to theContract, Contractor may propose changes by submitting a request for a change to theEngineer.

1. Include a statement outlining reasons for the change and the effect of the change on theWork. Provide a complete description of the proposed change. Indicate the effect ofthe proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with totalamount of purchases and credits to be made. If requested, furnish survey data tosubstantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of tradediscounts.

4. Include costs of labor and supervision directly attributable to the change.5. Include an updated Contractor's Construction Schedule that indicates the effect of the

change, including, but not limited to, changes in activity duration, start and finish times,and activity relationship. Use available total float before requesting an extension of theContract Time.

6. Comply with requirements in Division 01 Section "Product Requirements" if the proposedchange requires substitution of one product or system for product or system specified.

7. Refer to the Supplementary Conditions for the time limits on Contractor-InitiatedProposals.

a. Proposal Request Form: Use AIA Document G709 for Proposal Requests.

1.5 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Proposal Request the Engineer will issue a Change Order forsignatures of Owner and Contractor on AIA Document G701.

1.6 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: The Engineer may issue a Construction Change Directive onAIA Document G714. Construction Change Directive instructs Contractor to proceed with achange in the Work, for subsequent inclusion in a Change Order.

1. Construction Change Directive contains a complete description of change in the Work. Italso designates method to be followed to determine change in the Contract Sum or theContract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by theConstruction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessaryto substantiate cost and time adjustments to the Contract.




PART 3 - EXECUTION (Not Used)



PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare andprocess Applications for Payment.

B. Related Sections include the following:1. Division 1 Section "Contract Modification Procedures" for administrative procedures for

handling changes to the Contract.2. Division 1 Section "Construction Progress Documentation" for administrative

requirements governing preparation and submittal of Contractor's Construction Scheduleand Submittals Schedule.

1.3 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the ContractSum to various portions of the Work and used as the basis for reviewing Contractor'sApplications for Payment.

1.4 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation ofContractor's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative formsand schedules, including the following:

a. Application for Payment forms with Continuation Sheets.b. Submittals Schedule.c. Contractor's Construction Schedule.

Submit the Schedule of Values to Engineer at the preconstruction meeting.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line itemsfor the Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.b. Name of Engineer.c. Contractor's name and address.d. Date of submittal.



2. Submit draft of AIA Document G703 Continuation Sheets.3. Arrange the Schedule of Values in tabular form with separate columns to indicate the

following for each item listed:

a. Related Specification Section or Division.b. Description of the Work.c. Name of subcontractor.d. Name of manufacturer or fabricator.e. Name of supplier.f. Change Orders (numbers) that affect value.g. Dollar value.

1) Percentage of the Contract Sum to nearest one-hundredth percent, adjustedto total 100 percent.

4. Provide a breakdown of the Contract Sum in enough detail to facilitate continuedevaluation of Applications for Payment and progress reports. Coordinate with the ProjectManual table of contents. Provide several line items for principal subcontract amounts,where appropriate.

5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.6. Provide a separate line item in the Schedule of Values for each part of the Work where

Applications for Payment may include materials or equipment purchased or fabricatedand stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. If specified,include evidence of insurance or bonded warehousing.

7. Provide separate line items in the Schedule of Values for initial cost of materials, for eachsubsequent stage of completion, and for total installed value of that part of the Work.

8. Allowances: Provide a separate line item in the Schedule of Values for each allowance.Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied bymeasured quantity. Use information indicated in the Contract Documents to determinequantities.

9. Each item in the Schedule of Values and Applications for Payment shall be complete.Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actualwork-in-place may be shown either as separate line items in the Schedule ofValues or distributed as general overhead expense, at Contractor's option.

10. Schedule Updating: Update and resubmit the Schedule of Values before the nextApplications for Payment when Change Orders or Construction Change Directives resultin a change in the Contract Sum.

1.5 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments ascertified by Engineer and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion,and final Application for Payment involve additional requirements.

B. Payment Application Times: Progress payments shall be submitted to Engineer 20 days beforethe Owner’s submission date for the Board of Education’s meeting or if the Owner’s Board of



Education approves otherwise. The period covered by each Application for Payment is thirtydays.

C. Submit a “pencil copy” of the application via email seven (7) days prior to the progress paymentsubmittal date stated above.

D. Payment Application Forms: Use AIA Document G702 and AIA Document G703 ContinuationSheets as form for Applications for Payment.

E. Payment Application Forms: Use forms provided by Owner for Applications for Payment.Sample copies are included at end of this Section.

F. Application Preparation: Complete every entry on form. Notarize and execute by a personauthorized to sign legal documents on behalf of Contractor. Engineer will return incompleteapplications without action.

1. Entries shall match data on the Schedule of Values and Contractor's ConstructionSchedule. Use updated schedules if revisions were made.

2. Include amounts of Change Orders and Construction Change Directives issued beforelast day of construction period covered by application.

G. Transmittal: Submit (3) three signed and notarized original copies of each Application forPayment to Engineer by a method ensuring receipt within 24 hours. One copy shall includewaivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriateinformation about application.

H. Waivers of Mechanic's Lien: Refer to Section 9.3.1.4 of Section 000800 – SupplementalConditions – Amendments to The AIA A201-2017

I. Initial Application for Payment: Administrative actions and submittals that must precede orcoincide with submittal of first Application for Payment include the following:

1. List of subcontractors.2. Schedule of Values.3. Contractor's Construction Schedule (preliminary if not final).4. Products list.5. Schedule of unit prices.6. Submittals Schedule (preliminary if not final).7. List of Contractor's staff assignments.8. List of Contractor's principal consultants.9. Copies of building permits.10. Copies of authorizations and licenses from authorities having jurisdiction for performance

of the Work.11. Initial progress report.12. Report of preconstruction conference.13. Certificates of insurance and insurance policies.14. Performance and payment bonds.

J. Application for Payment at Substantial Completion: After issuing the Certificate of SubstantialCompletion, submit an Application for Payment showing 100 percent completion for portion ofthe Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and astatement showing an accounting of changes to the Contract Sum.



2. This application shall reflect Certificates of Partial Substantial Completion issuedpreviously for Owner occupancy of designated portions of the Work.

K. Final Payment Application: Submit final Application for Payment with releases and supportingdocumentation not previously submitted and accepted, including, but not limited, to thefollowing:

1. Evidence of completion of Project closeout requirements.2. Insurance certificates for products and completed operations where required and proof

that taxes, fees, and similar obligations were paid.3. Updated final statement, accounting for final changes to the Contract Sum.4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."6. AIA Document G707, "Consent of Surety to Final Payment."7. Evidence that claims have been settled.8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of

date of Substantial Completion or when Owner took possession of and assumedresponsibility for corresponding elements of the Work.

9. Final, liquidated damages settlement statement.





PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations onProject including, but not limited to, the following:

1. Coordination Drawings.2. Administrative and supervisory personnel.3. Project meetings.4. Requests for Interpretation (RFIs).

B. Each contractor shall participate in coordination requirements. Certain areas of responsibilitywill be assigned to a specific contractor.

C. Related Sections include the following:1. Division 1 Section "Construction Progress Documentation" for preparing and submitting

Contractor's Construction Schedule.2. Division 1 Section "Execution Requirements" for procedures for coordinating general

installation and field-engineering services, including establishment of benchmarks andcontrol points.

3. Division 1 Section "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS

A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents.

1.4 COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of theSpecifications to ensure efficient and orderly installation of each part of the Work. Coordinateconstruction operations, included in different Sections, that depend on each other for properinstallation, connection, and operation.

B. Prepare memoranda for distribution to each party involved, outlining special proceduresrequired for coordination. Include such items as required notices, reports, and list of attendeesat meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of theirWork is required.



C. Administrative Procedures: Coordinate scheduling and timing of required administrativeprocedures with other construction activities and activities of other contractors to avoid conflictsand to ensure orderly progress of the Work. Such administrative activities include, but are notlimited to, the following:

1. Preparation of Contractor's Construction Schedule.2. Preparation of the Schedule of Values.3. Installation and removal of temporary facilities and controls.4. Delivery and processing of submittals.5. Progress meetings.6. Preinstallation conferences.7. Project closeout activities.8. Startup and adjustment of systems.9. Project closeout activities.

D. Conservation: Coordinate construction activities to ensure that operations are carried out withconsideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actuallyincorporated into, the Work. Refer to other Sections for disposition of salvaged materialsthat are designated as Owner's property.

1.5 SUBMITTALS

A. Key Personnel Names: Within (7) seven days of starting construction operations, submit a listof key personnel assignments, including superintendent and other personnel in attendance atProject site. Identify individuals and their duties and responsibilities; list addresses andtelephone numbers, including home and office telephone numbers. Provide names, addresses,and telephone numbers of individuals assigned as standbys in the absence of individualsassigned to Project.

1.6 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. General: In addition to Project superintendent, provide other administrative and supervisorypersonnel as required for proper performance of the Work.

1. Include special personnel required for coordination of operations with other contractors.

1.7 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwiseindicated.

1. Attendees: Inform participants and others involved, and individuals whose presence isrequired, of date and time of each meeting. Notify Owner and Engineer of scheduledmeeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.3. Minutes: Record significant discussions and agreements achieved. Distribute the

meeting minutes to everyone concerned, including Owner and Architect, within (5) fivedays of the meeting.



B. Preconstruction Conference: Schedule a preconstruction conference before startingconstruction, at a time convenient to Owner and Engineer, but no later than (10) ten days afterexecution of the Agreement. Hold the conference at Project site or another convenient location.Conduct the meeting to review responsibilities and personnel assignments.

1. Attendees: Authorized representatives of Owner, Engineer, and their consultants;Contractor and its superintendent; major subcontractors; suppliers; and other concernedparties shall attend the conference. All participants at the conference shall be familiarwith Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Tentative construction schedule.b. Phasing.c. Critical work sequencing and long-lead items.d. Designation of key personnel and their duties.e. Procedures for processing field decisions and Change Orders.f. Procedures for RFIs.g. Procedures for testing and inspecting.h. Procedures for processing Applications for Payment.i. Distribution of the Contract Documents.j. Submittal procedures.k. Preparation of Record Documents.l. Use of the premises.m. Work restrictions.n. Owner's occupancy requirements.o. Responsibility for temporary facilities and controls.p. Construction waste management and recycling.q. Parking availability.r. Office, work, and storage areas.s. Equipment deliveries and priorities.t. First aid.u. Security.v. Progress cleaning.w. Working hours.

3. Minutes: Record and distribute meeting minutes.

C. Progress Meetings: Conduct progress meetings at weekly intervals. Coordinate dates ofmeetings with preparation of payment requests.

1. Attendees: In addition to representatives of Owner and Engineer, each contractor,subcontractor, supplier, and other entity concerned with current progress or involved inplanning, coordination, or performance of future activities shall be represented at thesemeetings. All participants at the conference shall be familiar with Project and authorizedto conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Reviewother items of significance that could affect progress. Include topics for discussion asappropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.Determine whether each activity is on time, ahead of schedule, or behindschedule, in relation to Contractor's Construction Schedule. Determine howconstruction behind schedule will be expedited; secure commitments from partiesinvolved to do so. Discuss whether schedule revisions are required to ensure thatcurrent and subsequent activities will be completed within the Contract Time.



1) Review schedule for next period.

b. Review present and future needs of each entity present, including the following:

1) Interface requirements.2) Sequence of operations.3) Status of submittals.4) Deliveries.5) Off-site fabrication.6) Access.7) Site utilization.8) Temporary facilities and controls.9) Work hours.10) Hazards and risks.11) Progress cleaning.12) Quality and work standards.13) Status of correction of deficient items.14) Field observations.15) RFIs.16) Status of proposal requests.17) Pending changes.18) Status of Change Orders.19) Pending claims and disputes.20) Documentation of information for payment requests.

3. Minutes: Record the meeting minutes.4. Reporting: Distribute minutes of the meeting to each party present and to parties who

should have been present.

a. Schedule Updating: Revise Contractor's Construction Schedule after eachprogress meeting where revisions to the schedule have been made or recognized.Issue revised schedule concurrently with the report of each meeting.

1.8 REQUESTS FOR INTERPRETATION (RFIs)

A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents,and if not possible to request interpretation at Project meeting, prepare and submit an RFI in theform specified.

1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor willbe returned with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor'swork or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing interpretation and thefollowing:

1. Project name.2. Date.3. Name of Contractor.4. Name of Engineer.5. RFI number, numbered sequentially.6. Specification Section number and title and related paragraphs, as appropriate.7. Drawing number and detail references, as appropriate.



8. Field dimensions and conditions, as appropriate.9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time

or the Contract Sum, Contractor shall state impact in the RFI.10. Contractor's signature.11. Attachments: Include drawings, descriptions, measurements, photos, Product Data,

Shop Drawings, and other information necessary to fully describe items needinginterpretation.

a. Supplementary drawings prepared by Contractor shall include dimensions,thicknesses, structural grid references, and details of affected materials,assemblies, and attachments.

C. Hard-Copy RFIs: CSI Form 13.2A

1. Identify each page of attachments with the RFI number and sequential page number.

D. Software-Generated RFIs: Software-generated form with substantially the same content asindicated above.

1. Attachments shall be electronic files in Adobe Acrobat PDF format.

E. Engineer’s Action: Engineer will review each RFI, determine action required, and return it.Allow seven (7) working days for Engineer's response for each RFI. RFIs received after 1:00p.m. will be considered as received the following working day.

1. The following RFIs will be returned without action:

a. Requests for approval of submittals.b. Requests for approval of substitutions.c. Requests for coordination information already indicated in the Contract

Documents.d. Requests for adjustments in the Contract Time or the Contract Sum.e. Requests for interpretation of Architect's actions on submittals.f. Incomplete RFIs or RFIs with numerous errors.

2. Engineer’s action may include a request for additional information, in which caseEngineer’s time for response will start again.

3. Engineer’s action on RFIs that may result in a change to the Contract Time or theContract Sum may be eligible for Contractor to submit Change Proposal according toDivision 1 Section "Contract Modification Procedures."

a. If Contractor believes the RFI response warrants change in the Contract Time orthe Contract Sum, notify Engineer in writing within (7) seven days of receipt of theRFI response.

F. On receipt of Engineer’s action, update the RFI log and immediately distribute the RFI responseto affected parties. Review response and notify Engineer within (7) seven days if Contractordisagrees with response.

G. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.Submit log weekly.

1. Project name.2. Name and address of Contractor.3. Name and address of Engineer



4. RFI number including RFIs that were dropped and not submitted.5. RFI description.6. Date the RFI was submitted.7. Date Engineer’s response was received.8. Identification of related Minor Change in the Work, Construction Change Directive, and

Proposal Request, as appropriate.9. Identification of related Field Order, Work Change Directive, and Proposal Request, as

appropriate.





CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes administrative and procedural requirements for documenting the progressof construction during performance of the Work, including the following:

1. Preliminary Construction Schedule.2. Contractor's Construction Schedule.3. Submittals Schedule.4. Field condition reports.5. Special reports.

B. Related Sections include the following:1. Division 1 Section "Payment Procedures" for submitting the Schedule of Values.2. Division 1 Section "Project Management and Coordination" for submitting and distributing

meeting and conference minutes.3. Division 1 Section "Submittal Procedures" for submitting schedules and reports.4. Division 1 Section "Photographic Documentation" for submitting construction

photographs.5. Division 1 Section "Quality Requirements" for submitting a schedule of tests and

inspections.

1.3 SUBMITTALS

A. Qualification Data: For scheduling consultant.

B. Submittals Schedule: Submit (3) three copies of schedule. Arrange the following information ina tabular format:

1. Scheduled date for first submittal.2. Specification Section number and title.3. Submittal category (action or informational).4. Name of subcontractor.5. Description of the Work covered.6. Scheduled date for Engineer’s final release or approval.

C. Preliminary Construction Schedule: Submit (2) two copies.

1. Approval of cost-loaded preliminary construction schedule will not constitute approval ofSchedule of Values for cost-loaded activities.



D. Contractor's Construction Schedule: Submit (2) two copies of initial schedule, large enough toshow entire schedule for entire construction period.

E. Field Condition Reports: Submit (2) two copies at time of discovery of differing conditions.

F. Special Reports: Submit (2) two copies at time of unusual event.

1.4 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance ofconstruction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list ofsubcontracts, Submittals Schedule, progress reports, payment requests, and other requiredschedules and reports.

1. Secure time commitments for performing critical elements of the Work from partiesinvolved.

2. Coordinate each construction activity in the network with other activities and schedulethem in proper sequence.

PART 2 - PRODUCTS

2.1 SUBMITTALS SCHEDULE

A. Preparation: Submit a schedule of submittals, arranged in chronological order by datesrequired by construction schedule. Include time required for review, resubmittal, ordering,manufacturing, fabrication, and delivery when establishing dates.

1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, andContractor's Construction Schedule.

2. Initial Submittal: Submit concurrently with preliminary bar-chart schedule. Includesubmittals required during construction. List those required to maintain orderly progressof the Work and those required early because of long lead time for manufacture orfabrication.

a. At Contractor's option, show submittals on the Preliminary Construction Schedule,instead of tabulating them separately.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor'sConstruction Schedule.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Procedures: Comply with procedures contained in AGC's "Construction Planning &Scheduling."

B. Time Frame: Extend schedule from date established for the Notice of Award to date of FinalCompletion.



1. Contract completion date shall not be changed by submission of a schedule that showsan early completion date, unless specifically authorized by Change Order.

C. Activities: Treat each story or separate area as a separate numbered activity for each principalelement of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than (20) twenty days, unlessspecifically allowed by Engineer.

2. Submittal Review Time: Include review and resubmittal times indicated in Division 1Section "Submittal Procedures" in schedule. Coordinate submittal review times inContractor's Construction Schedule with Submittals Schedule.

3. Substantial Completion: Indicate completion in advance of date established forSubstantial Completion, and allow time for Engineer’s administrative proceduresnecessary for certification of Substantial Completion.

D. Constraints: Include constraints and work restrictions indicated in the Contract Documents andas follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.2. Work Restrictions: Show the effect of the following items on the schedule:

a. Uninterruptible services.b. Use of premises restrictions.c. Seasonal variations.d. Environmental control.

3. Work Stages: Indicate important stages of construction for each major portion of theWork, including, but not limited to, the following:

a. Subcontract awards.b. Submittals.c. Purchases.d. Mockups.e. Fabrication.f. Sample testing.g. Deliveries.h. Installation.i. Tests and inspections.j. Adjusting.k. Curing.l. Startup and placement into final use and operation.

E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, butnot limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

F. Contract Modifications: For each proposed contract modification and concurrent with itssubmission, prepare a time-impact analysis using fragments to demonstrate the effect of theproposed change on the overall project schedule.

2.3 PRELIMINARY CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule within(7) seven days of date established for the Notice of Award.



2.4 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type,Contractor's Construction Schedule within 15 days of date established for the Notice of Award.Base schedule on the Preliminary Construction Schedule and whatever updating and feedbackwas received since the start of Project.

B. Field Condition Reports: Immediately on discovery of a difference between field conditions andthe contract documents, prepare and submit a detailed report. Submit with a request forinterpretation. Include a detailed description of the differing conditions, together withrecommendations for changing the Contract Documents.

2.5 SPECIAL REPORTS

A. General: Submit special reports directly to Owner within one day of an occurrence. Distributecopies of report to parties affected by the occurrence.

B. Reporting Unusual Events: When an event of an unusual and significant nature occurs atProject site, whether or not related directly to the Work, prepare and submit a special report.List chain of events, persons participating, response by Contractor's personnel, evaluation ofresults or effects, and similar pertinent information. Advise Owner in advance when theseevents are known or predictable.

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At weekly intervals, update schedule to reflectactual construction progress and activities. Issue schedule at each regularly scheduledprogress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions havebeen recognized or made. Issue updated schedule concurrently with the report of eachsuch meeting.

2. Include a report with updated schedule that indicates every change, including, but notlimited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

B. Distribution: Distribute copies of approved schedule to Engineer, Owner, separate contractors,testing and inspecting agencies, and other parties identified by Contractor with a need-to-knowschedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.2. When revisions are made, distribute updated schedules to the same parties and post in

the same locations. Delete parties from distribution when they have completed theirassigned portion of the Work and are no longer involved in performance of constructionactivities.



PHOTOGRAPHIC DOCUMENTATION 013233-1

SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes administrative and procedural requirements for the following:

1. Periodic construction photographs.2. Final Completion construction photographs.

B. Related Sections include the following:1. Division 01 Section "Submittal Procedures" for submitting photographic documentation.2. Division 01 Section "Closeout Procedures" for submitting digital media as Project Record

Documents at Project closeout.

1.3 USAGE RIGHTS

A. If using a professional photographer, obtain and transfer copyright usage rights fromphotographer to Owner for unlimited reproduction of photographic documentation.

PART 2 - PRODUCTS

2.1 PHOTOGRAPHIC MEDIA

A. Digital Images: Provide images in JPEG format, produced by a digital camera.

PART 3 - EXECUTION

3.1 CONSTRUCTION PHOTOGRAPHS

A. General: Take photographs using the maximum range of depth of field, and that are in focus,to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted.

B. Digital Images: Submit digital images exactly as originally recorded in the digital camera,without alteration, manipulation, editing, or modifications using image-editing software.

1. Date Stamp: Include date stamp in each image.

C. Periodic Construction Photographs: On a weekly basis, take a minimum of ten (10)color, digital photographs of each project area at each project site. Select vantage points to


PHOTOGRAPHIC DOCUMENTATION 013233-2

show status of construction and progress since last photographs were taken.

1. Send the photographs from the week to the Engineer via email on the day before theweekly construction progress meeting.

2. Name the photographs to indicate the location and date of the photograph using thefollowing naming conventions:

a. YYMMDD Curb 01.jpg

D. Engineer-Directed Construction Photographs: From time to time, Engineer may instructphotographer about number and frequency of digital photographs and general directions onvantage points.

E. Final Completion Construction Photographs: Take a minimum of ten (10) color, digitalphotographs of each project area at each project site after date of Substantial Completion forsubmission as Project Record Documents.

1. Do not include a date stamp.



SUBMITTAL PROCEDURES 013300-1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes administrative and procedural requirements for submitting ShopDrawings, Product Data, Samples, and other submittals.

B. All submittals must be submitted electronically unless actual product samples and materials.The Contractor is responsible for scanning all necessary submittals to Adobe Acrobat PDFformat.

C. Related Sections include the following:

1. Division 01 Section "Payment Procedures" for submitting Applications for Payment andthe Schedule of Values.

2. Division 01 Section "Project Management and Coordination" for submitting anddistributing meeting and conference minutes and for submitting Coordination Drawings.

3. Division 01 Section "Construction Progress Documentation" for submitting schedules andreports, including Contractor's Construction Schedule and the Submittals Schedule.

4. Division 01 Section "Photographic Documentation" for submitting constructionphotographs.

5. Division 01 Section "Quality Requirements" for submitting test and inspection reports andfor mockup requirements.

6. Division 01 Section "Closeout Procedures" for submitting warranties.7. Division 01 Section "Project Record Documents" for submitting Record Drawings, Record

Specifications, and Record Product Data.8. Divisions 31 through 33 Sections for specific requirements for submittals in those

Sections.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Engineer’s responsive action.

B. Informational Submittals: Written information that does not require Engineer’s responsiveaction. Submittals may be rejected for not complying with requirements.

C. Electronic Submittal: Submittal in electronic Adobe Acrobat PDF format, version 6.0, or later orAutodesk AutoCAD, version 2009 or later.

1.4 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will be provided by



Engineer for Contractor's use in preparing submittals.

B. Only Electronic Submittals Permitted: All submittals, with the exception of physical samples orcolor selectors, must be submitted in electronic format using Adobe Acrobat 6.0 or later format.

1. Transmit all submittals via email to the Engineer.2. Transmit each submittal via an individual email with the email subject listing the project

number, date of the submittal, and the submittal number (i.e. EEA465 YYMMDDSubmittal 213250-01.pdf).

3. If the submittal information was not available originally in an electronic format, the originalhard copy submittal should be scanned to Adobe Acrobat PDF format and submittedelectronically.

4. Hard copy submittals (other than physical samples) will be returned to the Contractor withno action taken for resubmittal in electronic format.

C. Number of Copies:

1. Electronic Submittals: Submit via email only one (1) copy in Adobe Acrobat PDF format.

a. The Engineer will return one (1) marked-up copy to the Contractor via email.

2. Physical Samples: Submit two (2) copies.

a. The Engineer will return one (1) marked-up sample to the Contractor via physicalshipment.

b. The Engineer reserves the right to return physical sample submittals as AdobeAcrobat PDF files containing annotated digital photographs of the physicalsamples.

D. Coordination: Coordinate preparation and processing of submittals with performance ofconstruction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals,and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work soprocessing will not be delayed because of need to review submittals concurrently forcoordination.

a. Engineer reserves the right to withhold action on a submittal requiring coordinationwith other submittals until related submittals are received.

E. Submittals Schedule: Comply with requirements in Division 01 Section "Construction ProgressDocumentation" for list of submittals and time requirements for scheduled performance ofrelated construction activities.

F. Processing Time: Allow enough time for submittal review, including time for resubmittals, asfollows. Time for review shall commence on Engineer's receipt of submittal. No extension ofthe Contract Time will be authorized because of failure to transmit submittals enough inadvance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 10 business days for initial review of each submittal. Allowadditional time if coordination with subsequent submittals is required. Engineer willadvise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manneras initial submittal.



3. Resubmittal Review: Allow 10 days for review of each resubmittal.4. Submittals received after 4:00 p.m. will be recorded as received the following business

day.

G. Identification of Electronic Submittals: Name each electronic Adobe Acrobat PDF file with thefollowing format (project number, submittal date, submittal number), (i.e., EEA465 YYMMDDsubmittal number, EEA450 080425 102123-01.pdf). Inside the electronic submittal, provide thefollowing information within the Adobe Acrobat PDF file:

1. Indicate name of firm or entity that prepared each submittal on label or title block.2. Include the following information on the submittal for processing and recording action

taken:

a. Project name.b. Date.c. Name and address of Engineer.d. Name and address of Contractor.e. Name and address of subcontractor.f. Name and address of supplier.g. Name of manufacturer.h. Submittal number or other unique identifier, including revision identifier.

3. Submittal number shall use Specification Section number followed by a dash and then asequential number (e.g., 061000-01). Resubmittals shall include an alphabetic suffixafter another decimal point (e.g., 061000-01A).

4. Use the submittal number in the file naming described above (e.g. EEA450 080425061000-01A.pdf)

a. Number and title of appropriate Specification Section.

H. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the ContractDocuments on submittals.

I. Transmittal: File and transmit each electronic Adobe Acrobat PDF submittal individually inseparate emails. Engineer will return submittals, without review, received from sources otherthan Contractor.

1. On an attached separate sheet, prepared on Contractor's letterhead, record relevantinformation, requests for data, revisions other than those requested by Engineer onprevious submittals, and deviations from requirements in the Contract Documents,including minor variations and limitations. Include same label information as relatedsubmittal. Submit electronically.

J. Resubmittals: Make resubmittals in same form as initial submittal.

1. Note date and content of previous submittal.2. Note date and content of revision in label or title block and clearly indicate extent of

revision.3. Resubmit submittals until they are marked "Reviewed" or "Reviewed As Noted" approval

notation from Engineer's action stamp.

K. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers,fabricators, installers, authorities having jurisdiction, and others as necessary for performance ofconstruction activities. Show distribution on transmittal forms.



L. Use for Construction: Use only final submittals with mark indicating "Reviewed" or "Reviewedas Noted" approval notation from Engineer's action stamp.

1.5 CONTRACTOR'S USE OF ENGINEER'S CAD FILES

A. General: At Contractor's written request, copies of Engineer's CAD files will be provided toContractor for Contractor's use in connection with Project, subject to the following conditions:

1. The CAD files will contain only base plan information without titleblocks, dimensions,annotations, details, elevations, etc.

2. The CAD files are provided as a courtesy to the Contractor and the Engineer and theEngineer's consultants do not guarantee the accuracy of the CAD files.

3. The Contractor must verify all dimensions, quantities, areas and conditionsindependently.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Submit electronic submittals directly to the Engineer via email.

B. Product Data: Collect information into a single submittal for each element of construction andtype of product or equipment.

1. If information must be specially prepared for submittal because standard printed data arenot suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark the submittal to show which products and options are applicable.3. Include the following information, as applicable:

a. Manufacturer's written recommendations.b. Manufacturer's product specifications.c. Manufacturer's installation instructions.d. Standard color charts.e. Manufacturer's catalog cuts.f. Wiring diagrams showing factory-installed wiring.g. Printed performance curves.h. Operational range diagrams.i. Mill reports.j. Standard product operation and maintenance manuals.k. Compliance with specified referenced standards.l. Testing by recognized testing agency.m. Application of testing agency labels and seals.n. Notation of coordination requirements.

4. Submit Product Data before or concurrent with Samples.5. Number of Copies: Submit one electronic copy of Product Data, unless otherwise

indicated. Engineer will return one copy. Mark up and retain one returned electroniccopy as a Project Record Document.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base



Shop Drawings on reproductions of the Contract Documents or standard printed data, unlesssubmittal of Engineer's CAD base floor plan drawings are otherwise permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include thefollowing information, as applicable:

a. Dimensions.b. Identification of products.c. Fabrication and installation drawings.d. Roughing-in and setting diagrams.e. Wiring diagrams showing field-installed wiring, including power, signal, and control

wiring.f. Shopwork manufacturing instructions.g. Templates and patterns.h. Schedules.i. Design calculations.j. Compliance with specified standards.k. Notation of coordination requirements.l. Notation of dimensions established by field measurement.m. Relationship to adjoining construction clearly indicated.n. Seal and signature of professional engineer if specified.

2. Electronic Sheet Size: Except for templates, patterns, and similar full-size drawings,submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 24 by 36inches.

3. Number of Copies: Submit one electronic copy of each submittal. Engineer will returnone copy.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of thesecharacteristics with other elements and for a comparison of these characteristics betweensubmittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessoriestogether in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.b. Product name and name of manufacturer.c. Sample source.d. Number and title of appropriate Specification Section.

3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may beused to determine final acceptance of construction associated with each set.

a. Samples not incorporated into the Work, or otherwise designated as Owner'sproperty, are the property of Contractor.

4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units orsections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit two full set(s) of available choices where color,pattern, texture, or similar characteristics are required to be selected frommanufacturer's product line. Engineer will return submittal with options selected.



5. Samples for Verification: Submit full-size units or Samples of size indicated, preparedfrom same material to be used for the Work, cured and finished in manner specified, andphysically identical with material or product proposed for use, and that show full range ofcolor and texture variations expected. Samples include, but are not limited to, thefollowing: partial sections of manufactured or fabricated components; small cuts orcontainers of materials; complete units of repetitively used materials; swatches showingcolor, texture, and pattern; color range sets; and components used for independenttesting and inspection.

a. Number of Samples: Submit two sets of Samples. Engineer will retain oneSample set; remainder will be returned. Mark up and retain one returned Sampleset as a Project Record Sample.

1) Submit a single Sample where assembly details, workmanship, fabricationtechniques, connections, operation, and other similar characteristics are tobe demonstrated.

2) If variation in color, pattern, texture, or other characteristic is inherent inmaterial or product represented by a Sample, submit at least three sets ofpaired units that show approximate limits of variations.

E. Contractor's Construction Schedule: Comply with requirements specified in Division 01 Section"Construction Progress Documentation" for Construction Manager's action.

F. Submittals Schedule: Comply with requirements specified in Division 01 Section "ConstructionProgress Documentation."

G. Application for Payment: Comply with requirements specified in Division 01 Section "PaymentProcedures."

H. Schedule of Values: Comply with requirements specified in Division 01 Section "PaymentProcedures."

I. Subcontract List: Prepare a written summary identifying individuals or firms proposed for eachportion of the Work, including those who are to furnish products or equipment fabricated to aspecial design. Use CSI Form 1.5A. Include the following information in tabular form:

1. Name, address, and telephone number of entities performing subcontract or supplyingproducts.

2. Number and title of related Specification Section(s) covered by subcontract.3. Drawing number and detail references, as appropriate, covered by subcontract.4. Number of Copies: Submit one electronic copy and two opaque copies of subcontractor

list, unless otherwise indicated. Engineer will return one electronic copy.

a. Mark up and retain one returned electronic copy as a Project Record Document.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit one electronic copy of each submittal, unless otherwiseindicated. Engineer will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature ofentity responsible for preparing certification. Certificates and certifications shall besigned by an officer or other individual authorized to sign documents on behalf of that



entity.3. Test and Inspection Reports: Comply with requirements specified in Division 01 Section

"Quality Requirements."

B. Contractor's Construction Schedule: Comply with requirements specified in Division 01 Section"Construction Progress Documentation."

C. Qualification Data: Prepare written information that demonstrates capabilities and experience offirm or person. Include lists of completed projects with project names and addresses, namesand addresses of Engineers and owners, and other information specified.

D. Welding Certificates: Prepare written certification that welding procedures and personnelcomply with requirements in the Contract Documents. Submit record of Welding ProcedureSpecification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include namesof firms and personnel certified.

E. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying thatInstaller complies with requirements in the Contract Documents and, where required, isauthorized by manufacturer for this specific Project.

F. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifyingthat manufacturer complies with requirements in the Contract Documents. Include evidence ofmanufacturing experience where required.

G. Product Certificates: Prepare written statements on manufacturer's letterhead certifying thatproduct complies with requirements in the Contract Documents.

H. Material Certificates: Prepare written statements on manufacturer's letterhead certifying thatmaterial complies with requirements in the Contract Documents.

I. Material Test Reports: Prepare reports written by a qualified testing agency, on testingagency's standard form, indicating and interpreting test results of material for compliance withrequirements in the Contract Documents.

J. Product Test Reports: Prepare written reports indicating current product produced bymanufacturer complies with requirements in the Contract Documents. Base reports onevaluation of tests performed by manufacturer and witnessed by a qualified testing agency, oron comprehensive tests performed by a qualified testing agency.

K. Research/Evaluation Reports: Prepare written evidence, from a model code organizationacceptable to authorities having jurisdiction, that product complies with building code in effectfor Project. Include the following information:

1. Name of evaluation organization.2. Date of evaluation.3. Time period when report is in effect.4. Product and manufacturers' names.5. Description of product.6. Test procedures and results.7. Limitations of use.

L. Schedule of Tests and Inspections: Comply with requirements specified in Division 01 Section"Quality Requirements."

M. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing



agency's standard form, indicating and interpreting results of tests performed before installationof product, for compliance with performance requirements in the Contract Documents.

N. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testingagency's standard form, indicating and interpreting results of compatibility tests performedbefore installation of product. Include written recommendations for primers and substratepreparation needed for adhesion.

O. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency'sstandard form, indicating and interpreting results of field tests performed either duringinstallation of product or after product is installed in its final location, for compliance withrequirements in the Contract Documents.

P. Maintenance Data: Prepare written and graphic instructions and procedures for operation andnormal maintenance of products and equipment. Comply with requirements specified inDivision 01 Section "Operation and Maintenance Data."

Q. Design Data: Prepare written and graphic information, including, but not limited to, performanceand design criteria, list of applicable codes and regulations, and calculations. Include list ofassumptions and other performance and design criteria and a summary of loads. Include loaddiagrams if applicable. Provide name and version of software, if any, used for calculations.Include page numbers.

R. Manufacturer's Instructions: Prepare written or published information that documentsmanufacturer's recommendations, guidelines, and procedures for installing or operating aproduct or equipment. Include name of product and name, address, and telephone number ofmanufacturer. Include the following, as applicable:

1. Preparation of substrates.2. Required substrate tolerances.3. Sequence of installation or erection.4. Required installation tolerances.5. Required adjustments.6. Recommendations for cleaning and protection.

S. Manufacturer's Field Reports: Prepare written information documenting factory-authorizedservice representative's tests and inspections. Include the following, as applicable:

1. Name, address, and telephone number of factory-authorized service representativemaking report.

2. Statement on condition of substrates and their acceptability for installation of product.3. Statement that products at Project site comply with requirements.4. Summary of installation procedures being followed, whether they comply with

requirements and, if not, what corrective action was taken.5. Results of operational and other tests and a statement of whether observed performance

complies with requirements.6. Statement whether conditions, products, and installation will affect warranty.7. Other required items indicated in individual Specification Sections.

T. Insurance Certificates and Bonds: Prepare written information indicating current status ofinsurance or bonding coverage. Include name of entity covered by insurance or bond, limits ofcoverage, amounts of deductibles, if any, and term of the coverage.

U. Construction Photographs: Comply with requirements specified in Division 01 Section "Photographic Documentation."



V. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit toEngineer.

1. Engineer will not review submittals that include MSDSs and will return the entire submittalfor resubmittal.

2.3 DELEGATED DESIGN

A. Performance and Design Criteria: Where professional design services or certifications by adesign professional are specifically required of Contractor by the Contract Documents, provideproducts and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification required, submit awritten request for additional information to Engineer.

B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other requiredsubmittals, submit one electronic copy of a statement, signed and sealed by the responsibledesign professional, for each product and system specifically assigned to Contractor to bedesigned or certified by a design professional.

1. Indicate that products and systems comply with performance and design criteria in theContract Documents. Include list of codes, loads, and other factors used in performingthese services.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and forcompliance with the Contract Documents. Note corrections and field dimensions. Mark withContractor's approval stamp before submitting to Engineer.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project nameand location, submittal number, Specification Section title and number, name of reviewer, dateof Contractor's approval, and statement certifying that submittal has been reviewed, checked,and approved for compliance with the Contract Documents.

3.2 ENGINEER'S / ACTION

A. General: Engineer will not review submittals that do not bear Contractor's approval stamp andwill return them without action.

B. Action Submittals: Engineer will review each submittal, make marks to indicate corrections ormodifications required, and return it. Engineer will stamp each submittal with an action stampand will mark stamp appropriately to indicate action taken, as follows:

1. Reviewed.2. Reviewed As Noted.3. Revise & Resubmit.4. Rejected.



C. Informational Submittals: Engineer will review each submittal and will not return it, or will returnit if it does not comply with requirements. Engineer will forward each submittal to appropriateparty.

D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returnedwithout review.

E. Submittals not required by the Contract Documents may not be reviewed and may bediscarded.

3.3 ELECTRONIC RECORD DOCUMENTS

A. For record documents of the submittals, prepare a series of CD-ROM discs with copies of allelectronic submittals organized as follows:

1. Folder Structure: Create and electronic folder or directory names for each specificationsection in the Project Manual that contains submittal requirements (i.e., 102113, 102123,etc.)

2. Place copies of all submittals in their appropriate folder or directory.



QUALITY REQUIREMENTS 014000 - 1

SECTION 014000 - QUALITY REQUIREMENTS

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes administrative and procedural requirements for quality assurance andquality control.

B. Testing and inspecting services are required to verify compliance with requirements specified orindicated. These services do not relieve Contractor of responsibility for compliance with theContract Document requirements.

1. Specific quality-assurance and -control requirements for individual construction activitiesare specified in the Sections that specify those activities. Requirements in thoseSections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Documentrequirements.

3. Requirements for Contractor to provide quality-assurance and -control services requiredby Engineer, Owner or authorities having jurisdiction are not limited by provisions of thisSection.

C. Related Sections include the following:1. Division 1 Section "Construction Progress Documentation" for developing a schedule of

required tests and inspections.2. Division 1 Section "Cutting and Patching" for repair and restoration of construction

disturbed by testing and inspecting activities.3. Divisions 31 through 33 Sections for specific test and inspection requirements.

1.3 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and duringexecution of the Work to guard against defects and deficiencies and substantiate that proposedconstruction will comply with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and afterexecution of the Work to evaluate that actual products incorporated into the Work andcompleted construction comply with requirements. Services do not include contractenforcement activities performed by Engineer.

C. Preconstruction Testing: Tests and inspections that are performed specifically for the Projectbefore products and materials are incorporated into the Work to verify performance orcompliance with specified criteria.



D. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testingagency qualified to conduct product testing and acceptable to authorities having jurisdiction, toestablish product performance and compliance with industry standards.

E. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e.,plant, mill, factory, or shop.

F. Field Quality-Control Testing: Tests and inspections that are performed on-site for installationof the Work and for completed Work.

G. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testinglaboratory shall mean the same as testing agency.

H. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as anemployee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation,including installation, erection, application, and similar operations.

1. Using a term such as "carpentry" does not imply that certain construction activities mustbe performed by accredited or unionized individuals of a corresponding generic name,such as "carpenter." It also does not imply that requirements specified apply exclusivelyto tradespeople of the corresponding generic name.

I. Experienced: When used with an entity, "experienced" means having successfully completed aminimum of (5) five previous projects similar in size and scope to this Project; being familiar withspecial requirements indicated; and having complied with requirements of authorities havingjurisdiction.

1.4 CONFLICTING REQUIREMENTS

A. General: If compliance with two or more standards is specified and the standards establishdifferent or conflicting requirements for minimum quantities or quality levels, comply with themost stringent requirement. Refer uncertainties and requirements that are different, butapparently equal, to Architect for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall bethe minimum provided or performed. The actual installation may comply exactly with theminimum quantity or quality specified, or it may exceed the minimum within reasonable limits.To comply with these requirements, indicated numeric values are minimum or maximum, asappropriate, for the context of requirements. Refer uncertainties to Architect for a decisionbefore proceeding.

1.5 SUBMITTALS

A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstratetheir capabilities and experience. Include proof of qualifications in the form of a recent report onthe inspection of the testing agency by a recognized authority.

B. Schedule of Tests and Inspections: Prepare in tabular form and include the following:

1. Specification Section number and title.2. Description of test and inspection.3. Identification of applicable standards.4. Identification of test and inspection methods.



5. Number of tests and inspections required.6. Time schedule or time span for tests and inspections.7. Entity responsible for performing tests and inspections.8. Requirements for obtaining samples.9. Unique characteristics of each quality-control service.

C. Reports: Prepare and submit certified written reports that include the following:

1. Date of issue.2. Project title and number.3. Name, address, and telephone number of testing agency.4. Dates and locations of samples and tests or inspections.5. Names of individuals making tests and inspections.6. Description of the Work and test and inspection method.7. Identification of product and Specification Section.8. Complete test or inspection data.9. Test and inspection results and an interpretation of test results.10. Record of temperature and weather conditions at time of sample taking and testing and

inspecting.11. Comments or professional opinion on whether tested or inspected Work complies with

the Contract Document requirements.12. Name and signature of laboratory inspector.13. Recommendations on retesting and reinspecting.

D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for feepayments, judgments, correspondence, records, and similar documents, established forcompliance with standards and regulations bearing on performance of the Work.

1.6 QUALITY ASSURANCE

A. General: Qualifications paragraphs in this Article establish the minimum qualification levelsrequired; individual Specification Sections specify additional requirements.

B. Installer Qualifications: A firm or individual experienced in installing, erecting, or assemblingwork similar in material, design, and extent to that indicated for this Project, whose work hasresulted in construction with a record of successful in-service performance.

C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similarto those indicated for this Project and with a record of successful in-service performance, aswell as sufficient production capacity to produce required units.

D. Fabricator Qualifications: A firm experienced in producing products similar to those indicatedfor this Project and with a record of successful in-service performance, as well as sufficientproduction capacity to produce required units.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified topractice in jurisdiction where Project is located and who is experienced in providing engineeringservices of the kind indicated. Engineering services are defined as those performed forinstallations of the system, assembly, or product that are similar to those indicated for thisProject in material, design, and extent.



F. Specialists: Certain sections of the Specifications require that specific construction activitiesshall be performed by entities who are recognized experts in those operations. Specialists shallsatisfy qualification requirements indicated and shall be engaged for the activities indicated.

1. Requirement for specialists shall not supersede building codes and regulations governingthe Work.

G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with theexperience and capability to conduct testing and inspecting indicated, as documented accordingto ASTM E 548; and with additional qualifications specified in individual Sections; and whererequired by authorities having jurisdiction, that is acceptable to authorities.

1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory

Accreditation Program.

H. Factory-Authorized Service Representative Qualifications: An authorized representative ofmanufacturer who is trained and approved by manufacturer to inspect installation ofmanufacturer's products that are similar in material, design, and extent to those indicated forthis Project.

I. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testingfor compliance with specified requirements for performance and test methods, comply with thefollowing:

1. Contractor responsibilities include the following:

a. Provide test specimens representative of proposed products and construction.b. Submit specimens in a timely manner with sufficient time for testing and analyzing

results to prevent delaying the Work.c. Provide sizes and configurations of test assemblies, mockups, and laboratory

mockups to adequately demonstrate capability of products to comply withperformance requirements.

d. Build site-assembled test assemblies and mockups using installers who willperform same tasks for Project.

e. Build laboratory mockups at testing facility using personnel, products, and methodsof construction indicated for the completed Work.

f. When testing is complete, remove test specimens, assemblies, mockups, andlaboratory mockups; do not reuse products on Project.

2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection,and similar quality-assurance service to Engineer with copy to Contractor. Interpret testsand inspections and state in each report whether tested and inspected work complieswith or deviates from the Contract Documents.

1.7 QUALITY CONTROL

A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility,Owner will engage a qualified testing agency to perform these services.

1. Owner will furnish Contractor with names, addresses, and telephone numbers of testingagencies engaged and a description of types of testing and inspecting they are engagedto perform.



2. Payment for these services will be made from testing and inspecting allowances, asauthorized by Change Orders.

3. Costs for retesting and reinspecting construction that replaces or is necessitated by workthat failed to comply with the Contract Documents will be charged to Contractor.

B. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unlessotherwise indicated, provide quality-control services specified and those required by authoritieshaving jurisdiction. Perform quality-control services required of Contractor by authorities havingjurisdiction, whether specified or not.

1. Where services are indicated as Contractor's responsibility, engage a qualified testingagency to perform these quality-control services.

a. Contractor shall not employ same entity engaged by Owner, unless agreed to inwriting by Owner.

2. Notify testing agencies at least 24 hours in advance of time when Work that requirestesting or inspecting will be performed.

3. Where quality-control services are indicated as Contractor's responsibility, submit acertified written report, in duplicate, of each quality-control service.

4. Testing and inspecting requested by Contractor and not required by the ContractDocuments are Contractor's responsibility.

5. Submit additional copies of each written report directly to authorities having jurisdiction,when they so direct.

C. Manufacturer's Field Services: Where indicated, engage a factory-authorized servicerepresentative to inspect field-assembled components and equipment installation, includingservice connections. Report results in writing as specified in Division 1 Section "SubmittalProcedures."

D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor'sresponsibility, provide quality-control services, including retesting and reinspecting, forconstruction that replaced Work that failed to comply with the Contract Documents.

E. Testing Agency Responsibilities: Cooperate with Engineer and Contractor in performance ofduties. Provide qualified personnel to perform required tests and inspections.

1. Notify Engineer and Contractor promptly of irregularities or deficiencies observed in theWork during performance of its services.

2. Determine the location from which test samples will be taken and in which in-situ testsare conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested andinspected work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements orapprove or accept any portion of the Work.

6. Do not perform any duties of Contractor.

F. Associated Services: Cooperate with agencies performing required tests, inspections, andsimilar quality-control services, and provide reasonable auxiliary services as requested. Notifyagency sufficiently in advance of operations to permit assignment of personnel. Provide thefollowing:

1. Access to the Work.



2. Incidental labor and facilities necessary to facilitate tests and inspections.3. Adequate quantities of representative samples of materials that require testing and

inspecting. Assist agency in obtaining samples.4. Facilities for storage and field curing of test samples.5. Delivery of samples to testing agencies.6. Preliminary design mix proposed for use for material mixes that require control by testing

agency.7. Security and protection for samples and for testing and inspecting equipment at Project

site.

G. Coordination: Coordinate sequence of activities to accommodate required quality-assuranceand -control services with a minimum of delay and to avoid necessity of removing and replacingconstruction to accommodate testing and inspecting.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.


PART 3 - EXECUTION

3.1 TEST AND INSPECTION LOG

A. Prepare a record of tests and inspections. Include the following:

1. Date test or inspection was conducted.2. Description of the Work tested or inspected.3. Date test or inspection results were transmitted to Architect.4. Identification of testing agency or special inspector conducting test or inspection.

B. Maintain log at Project site. Post changes and modifications as they occur. Provide access totest and inspection log for Engineer’s reference during normal working hours.

3.2 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repairdamaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in otherSpecification Sections. Restore patched areas and extend restoration into adjoiningareas with durable seams that are as invisible as possible.

2. Comply with the Contract Document requirements for Division 1 Section "Cutting andPatching."

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment ofresponsibility for quality-control services.



TEMPORARY FACILITIES AND CONTROLS 015000 - 1

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes requirements for temporary utilities, support facilities, and security andprotection facilities.

B. General Scope of Work: Provide all temporary facilities and control as required by the Drawingsor Specifications and as required to maintain a safe work site including, but not limited to, thefollowing:1. The surrounding residences and businesses will be occupied during construction.

Maintain access to all roads and buildings.2. Existing Utilities

a. Project all existing utilities.3. Existing Trees in Construction Area:

a. Provide temporary plastic fences around drip line of all trees within the perimeterconstruction fences.

C. Related Sections include the following:

1. Division 1 Section "Summary" for limitations on utility interruptions and other workrestrictions.

2. Division 1 Section "Submittal Procedures" for procedures for submitting copies ofimplementation and termination schedule and utility reports.

3. Division 1 Section "Execution Requirements" for progress cleaning requirements.

1.3 USE CHARGES

A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum.Allow other entities to use temporary services and facilities without cost, including, but notlimited to Engineer, testing agencies, and authorities having jurisdiction.

B. Sewer Service: Not applicable

C. Water Service: Water from Owner's existing water system is available for use without meteringand without payment of use charges. Provide connections and extensions of services asrequired for construction operations.

D. Electric Power Service: Electric power from Owner's existing system is available for use withoutmetering and without payment of use charges. Provide connections and extensions of servicesas required for construction operations.



1.4 SUBMITTALS

A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas forconstruction personnel.

B. Dust-Control Plan: Submit coordination drawing and narrative that indicates the dust-controlmeasures proposed for use, proposed locations, and proposed time frame for their operation.Identify further options proposed measures are later determined to be inadequate.


A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporaryelectric service. Install service to comply with NFPA 70.

B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect eachtemporary utility before use. Obtain required certifications and permits.

1.6 PROJECT CONDITIONS

A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assumeresponsibility for operation, maintenance, and protection of each permanent service during itsuse as a construction facility before Owner's acceptance, regardless of previously assignedresponsibilities.

PART 2 - PRODUCTS

2.1 TEMPORARY FACILITIES

A. Field Offices, General: Not applicable.

B. Storage and Fabrication Sheds: Not applicable

2.2 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required bylocations and classes of fire exposures.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Locate facilities where they will serve Project adequately and result in minimum interferencewith performance of the Work. Relocate and modify facilities as required by progress of theWork.

B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilitiesare no longer needed or are replaced by authorized use of completed permanent facilities.



3.2 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can beinterrupted, if necessary, to make connections for temporary services.

B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.

1. Connect temporary sewers as directed by authorities having jurisdiction.

C. Water Service: Use of Owner's existing water service facilities will be permitted, as long asfacilities are cleaned and maintained in a condition acceptable to Owner. At SubstantialCompletion, restore these facilities to condition existing before initial use.

1. Where installations below an outlet might be damaged by spillage or leakage, provide adrip pan of suitable size to minimize water damage. Drain accumulated water promptlyfrom pans.

D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use ofconstruction personnel. Comply with authorities having jurisdiction for type, number, location,operation, and maintenance of fixtures and facilities.

E. Heating and Cooling: Provide temporary heating and cooling required by construction activitiesfor curing or drying of completed installations or for protecting installed construction fromadverse effects of low temperatures or high humidity. Select equipment that will not have aharmful effect on completed installations or elements being installed.

F. Ventilation and Humidity Control: Provide temporary ventilation required by constructionactivities for curing or drying of completed installations or for protecting installed constructionfrom adverse effects of high humidity. Select equipment that will not have a harmful effect oncompleted installations or elements being installed. Coordinate ventilation requirements toproduce ambient condition required and minimize energy consumption.

G. Electric Power Service: Use of Owner's existing electric power service will be permitted, aslong as equipment is maintained in a condition acceptable to Owner.

H. Lighting: Provide temporary lighting with local switching that provides adequate illumination forconstruction operations, observations, inspections, and traffic conditions.

1. Install and operate temporary lighting that fulfills security and protection requirementswithout operating entire system.

2. Install lighting for Project identification sign.

I. Telephone Service: Provide temporary telephone service in common-use facilities for use by allconstruction personnel.

1. Provide superintendent with cellular telephone or portable two-way radio for use whenaway from field office.

J. Electronic Communication Service: Provide temporary electronic communication service,including electronic mail, in common-use facilities.



3.3 SUPPORT FACILITIES INSTALLATION

A. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areasadequate for construction operations. Locate temporary roads and paved areas in samelocation as permanent roads and paved areas. Extend temporary roads and paved areas,within construction limits indicated, as necessary for construction operations.

1. Coordinate elevations of temporary roads and paved areas with permanent roads andpaved areas.

2. Prepare subgrade and install subbase and base for temporary roads and paved areasaccording to Division 2 Section "Earthwork."

3. Recondition base after temporary use, including removing contaminated material,regrading, proofrolling, compacting, and testing.

4. Delay installation of final course of permanent hot-mix asphalt pavement untilimmediately before Substantial Completion. Repair hot-mix asphalt base-coursepavement before installation of final course according to Division 32 Section "Hot-MixAsphalt Paving."

B. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.2. Maintain access for fire-fighting equipment and access to fire hydrants.

C. Parking: Use designated areas of Owner's existing parking areas for construction personnel.

D. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.Maintain Project site, excavations, and construction free of water.

1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoiningproperties nor endanger permanent Work or temporary facilities.

2. Remove snow and ice as required to minimize accumulations.

E. Project Identification and Temporary Signs: Provide Project identification and other signs.Install signs where indicated to inform public and individuals seeking entrance to Project.Unauthorized signs are not permitted.

1. Provide temporary, directional signs for construction personnel and visitors.2. Maintain and touchup signs so they are legible at all times.

F. Waste Disposal Facilities: Comply with requirements specified in Division 1 Section"Construction Waste Management."

G. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handlewaste from construction operations. Comply with requirements of authorities having jurisdiction.Comply with Division 1 Section "Execution Requirements" for progress cleaning requirements.

H. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.

1. Truck cranes and similar devices used for hoisting materials are considered "tools andequipment" and not temporary facilities.



3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conductconstruction in ways and by methods that comply with environmental regulations and thatminimize possible air, waterway, and subsoil contamination or pollution or other undesirableeffects.

1. Comply with work restrictions specified in Division 1 Section "Summary."

B. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion anddischarge of soil-bearing water runoff and airborne dust to adjacent properties and walkways,according to requirements of authorities having jurisdiction.

1. Verify that flows of water redirected from construction areas or generated by constructionactivity do not enter or cross tree or plant protection zones.

2. Inspect, repair, and maintain erosion- and sedimentation-control measures duringconstruction until permanent vegetation has been established.

3. Clean, repair, and restore adjoining properties and roads affected by erosion andsedimentation from project site during the course of the project.

4. Remove erosion and sedimentation controls and restore and stabilize areas disturbedduring removal.

C. Stormwater Control: Comply with authorities having jurisdiction. Provide barriers in and aroundexcavations and subgrade construction to prevent flooding by runoff of stormwater from heavyrains.

D. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip lineof trees to protect vegetation from damage from construction operations. Protect tree rootsystems from damage, flooding, and erosion.

E. Security Enclosure and Lockup: Install substantial temporary enclosure around partiallycompleted areas of construction.

F. Barricades, Warning Signs, and Lights: Comply with requirements of authorities havingjurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

G. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of typesneeded to protect against reasonably predictable and controllable fire losses. Comply withNFPA 241.

1. Prohibit smoking in construction areas.2. Supervise welding operations, combustion-type temporary heating units, and similar

sources of fire ignition according to requirements of authorities having jurisdiction.3. Develop and supervise an overall fire-prevention and -protection program for personnel

at Project site. Review needs with local fire department and establish procedures to befollowed. Instruct personnel in methods and procedures. Post warnings and information.

3.5 OPERATION, TERMINATION, AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste andabuse, limit availability of temporary facilities to essential and intended uses.



B. Maintenance: Maintain facilities in good operating condition until removal.

1. Maintain operation of temporary enclosures, heating, cooling, humidity control,ventilation, and similar facilities on a 24-hour basis where required to achieve indicatedresults and to avoid possibility of damage.

C. Temporary Facility Changeover: Do not change over from using temporary security andprotection facilities to permanent facilities until Substantial Completion.

D. Termination and Removal: Remove each temporary facility when need for its service hasended, when it has been replaced by authorized use of a permanent facility, or no later thanSubstantial Completion. Complete or, if necessary, restore permanent construction that mayhave been delayed because of interference with temporary facility. Repair damaged Work,clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

1. Materials and facilities that constitute temporary facilities are property of Contractor.Owner reserves right to take possession of Project identification signs.

2. Remove temporary paving not intended for or acceptable for integration into permanentpaving. Where area is intended for landscape development, remove soil and aggregatefill that do not comply with requirements for fill or subsoil. Remove materialscontaminated with road oil, asphalt and other petrochemical compounds, and othersubstances that might impair growth of plant materials or lawns. Repair or replace streetpaving, curbs, and sidewalks at temporary entrances, as required by authorities havingjurisdiction.

3. At Substantial Completion, clean and renovate permanent facilities used duringconstruction period. Comply with final cleaning requirements specified in Division 1Section "Closeout Procedures."



PRODUCT REQUIREMENTS 016000 - 1

SECTION 016000 - PRODUCT REQUIREMENTS

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes administrative and procedural requirements for selection of products foruse in Project; product delivery, storage, and handling; manufacturers' standard warranties onproducts; special warranties; product substitutions; and comparable products.

B. Related Sections include the following:1. Division 1 Section "Alternates" for products selected under an alternate.2. Division 1 Section "References" for applicable industry standards for products specified.3. Division 1 Section "Closeout Procedures" for submitting warranties for Contract closeout.4. Divisions 31 through 33 Sections for specific requirements for warranties on products and

installations specified to be warranted.

1.3 DEFINITIONS

A. Products: Items purchased for incorporating into the Work, whether purchased for Project ortaken from previously purchased stock. The term "product" includes the terms "material,""equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make ormodel number or other designation shown or listed in manufacturer's published productliterature, that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project orfacility, except that products consisting of recycled-content materials are allowed, unlessexplicitly stated otherwise. Products salvaged or recycled from other projects are notconsidered new products.

3. Comparable Product: Product that is demonstrated and approved through submittalprocess, or where indicated as a product substitution, to have the indicated qualitiesrelated to type, function, dimension, in-service performance, physical properties,appearance, and other characteristics that equal or exceed those of specified product.

B. Substitutions: Changes in products, materials, equipment, and methods of construction fromthose required by the Contract Documents and proposed by Contractor.

C. Basis-of-Design Product Specification: Where a specific manufacturer's product is named andaccompanied by the words "basis of design," including make or model number or otherdesignation, to establish the significant qualities related to type, function, dimension, in-serviceperformance, physical properties, appearance, and other characteristics for purposes ofevaluating comparable products of other named manufacturers.



1.4 SUBMITTALS

A. Product List: Submit a list, in tabular from, showing specified products. Include generic namesof products required. Include manufacturer's name and proprietary product names for eachproduct.

1. Coordinate product list with Contractor's Construction Schedule and the SubmittalsSchedule.

2. Form: Tabulate information for each product under the following column headings:

a. Specification Section number and title.b. Generic name used in the Contract Documents.c. Proprietary name, model number, and similar designations.d. Manufacturer's name and address.e. Supplier's name and address.f. Installer's name and address.g. Projected delivery date or time span of delivery period.h. Identification of items that require early submittal approval for scheduled delivery

date.

3. Initial Submittal: Within (10) ten days after date of commencement of the Work, submit(3) three copies of initial product list. Include a written explanation for omissions of dataand for variations from Contract requirements.

a. At Contractor's option, initial submittal may be limited to product selections anddesignations that must be established early in Contract period.

4. Engineer’s Action: Engineer’s response will include a list of unacceptable productselections and a brief explanation of reasons for this action. Architect's response, or lackof response, does not constitute a waiver of requirement to comply with the ContractDocuments.

B. Substitution Requests: Submit three copies of each request for consideration. Identify productor fabrication or installation method to be replaced. Include Specification Section number andtitle and Drawing numbers and titles.

1. Substitution Request Form: Use CSI Form 13.1A2. Documentation: Show compliance with requirements for substitutions and the following,

as applicable:

a. Statement indicating why specified material or product cannot be provided.b. Coordination information, including a list of changes or modifications needed to

other parts of the Work and to construction performed by Owner and separatecontractors, that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those ofthe Work specified. Significant qualities may include attributes such asperformance, weight, size, durability, visual effect, and specific features andrequirements indicated.

d. Product Data, including drawings and descriptions of products and fabrication andinstallation procedures.

e. Samples, where applicable or requested.f. List of similar installations for completed projects with project names and

addresses and names and addresses of architects and owners.g. Material test reports from a qualified testing agency indicating and interpreting test

results for compliance with requirements indicated.



h. Research/evaluation reports evidencing compliance with building code in effect forProject, from a model code organization acceptable to authorities havingjurisdiction.

i. Detailed comparison of Contractor's Construction Schedule using proposedsubstitution with products specified for the Work, including effect on the overallContract Time. If specified product or method of construction cannot be providedwithin the Contract Time, include letter from manufacturer, on manufacturer'sletterhead, stating lack of availability or delays in delivery.

j. Cost information, including a proposal of change, if any, in the Contract Sum.k. Contractor's certification that proposed substitution complies with requirements in

the Contract Documents and is appropriate for applications indicated.l. Contractor's waiver of rights to additional payment or time that may subsequently

become necessary because of failure of proposed substitution to produceindicated results.

3. Engineer’s Action: If necessary, Engineer will request additional information ordocumentation for evaluation within 7 days of receipt of a request for substitution.Engineer will notify Contractor of acceptance or rejection of proposed substitution within15 days of receipt of request, or 7 days of receipt of additional information ordocumentation, whichever is later.

a. Form of Acceptance: Change Order.b. Use product specified if Engineer cannot make a decision on use of a proposed

substitution within time allocated.

C. Comparable Product Requests: Submit three copies of each request for consideration. Identifyproduct or fabrication or installation method to be replaced. Include Specification Sectionnumber and title and Drawing numbers and titles.

1. Engineer's Action: If necessary, Engineer will request additional information ordocumentation for evaluation within one week of receipt of a comparable product request.Engineer will notify Contractor of approval or rejection of proposed comparable productrequest within 15 days of receipt of request, or 7 days of receipt of additional informationor documentation, whichever is later.

a. Form of Approval: As specified in Division 1 Section "Submittal Procedures."b. Use product specified if Architect cannot make a decision on use of a comparable

product request within time allocated.

D. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 1Section "Submittal Procedures." Show compliance with requirements.


A. Compatibility of Options: If Contractor is given option of selecting between two or moreproducts for use on Project, product selected shall be compatible with products previouslyselected, even if previously selected products were also options.

1. Each contractor is responsible for providing products and construction methodscompatible with products and construction methods of other contractors.

2. If a dispute arises between contractors over concurrently selectable but incompatibleproducts, Engineer will determine which products shall be used.



1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle products using means and methods that will prevent damage,deterioration, and loss, including theft. Comply with manufacturer's written instructions.

B. Delivery and Handling:

1. Schedule delivery to minimize long-term storage at Project site and to preventovercrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items thatare flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and otherlosses.

3. Deliver products to Project site in an undamaged condition in manufacturer's originalsealed container or other packaging system, complete with labels and instructions forhandling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to ensure compliance with the Contract Documents and toensure that products are undamaged and properly protected.

C. Storage:

1. Store products to allow for inspection and measurement of quantity or counting of units.2. Store materials in a manner that will not endanger Project structure.3. Store products that are subject to damage by the elements, under cover in a weathertight

enclosure above ground, with ventilation adequate to prevent condensation.4. Store cementitious products and materials on elevated platforms.5. Store foam plastic from exposure to sunlight, except to extent necessary for period of

installation and concealment.6. Comply with product manufacturer's written instructions for temperature, humidity,

ventilation, and weather-protection requirements for storage.7. Protect stored products from damage and liquids from freezing.

1.7 PRODUCT WARRANTIES

A. Warranties specified in other Sections shall be in addition to, and run concurrent with, otherwarranties required by the Contract Documents. Manufacturer's disclaimers and limitations onproduct warranties do not relieve Contractor of obligations under requirements of the ContractDocuments.

1. Manufacturer's Warranty: Preprinted written warranty published by individualmanufacturer for a particular product and specifically endorsed by manufacturer toOwner.

2. Special Warranty: Written warranty required by or incorporated into the ContractDocuments, either to extend time limit provided by manufacturer's warranty or to providemore rights for Owner.

B. Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures."



PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES

A. General Product Requirements: Provide products that comply with the Contract Documents,that are undamaged and, unless otherwise indicated, that are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other itemsneeded for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options arespecified, provide standard products of types that have been produced and usedsuccessfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties not in conflict withrequirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Engineer will makeselection.

5. Where products are accompanied by the term "match sample," sample to be matched isEngineer's.

6. Descriptive, performance, and reference standard requirements in the Specificationsestablish "salient characteristics" of products.

7. Or Equal: Where products are specified by name and accompanied by the term "orequal" or "or approved equal" or "or approved," comply with provisions in Part 2"Comparable Products" Article to obtain approval for use of an unnamed product.

B. Product Selection Procedures:

1. Product: Where Specifications name a single product and manufacturer, provide thenamed product that complies with requirements.

2. Manufacturer/Source: Where Specifications name a single manufacturer or source,provide a product by the named manufacturer or source that complies with requirements.

3. Products: Where Specifications include a list of names of both products andmanufacturers, provide one of the products listed that complies with requirements.

4. Manufacturers: Where Specifications include a list of manufacturers' names, provide aproduct by one of the manufacturers listed that complies with requirements.

5. Available Products: Where Specifications include a list of names of both products andmanufacturers, provide one of the products listed, or an unnamed product, that complieswith requirements.

6. Available Manufacturers: Where Specifications include a list of manufacturers, provide aproduct by one of the manufacturers listed, or an unnamed manufacturer, that complieswith requirements.

7. Product Options: Where Specifications indicate that sizes, profiles, and dimensionalrequirements on Drawings are based on a specific product or system, provide thespecified product or system.

8. Retain first subparagraph below if a single product is both named in individualSpecification Sections or is indicated on Drawings as the basis of design, and a list ofmanufacturers' names offering comparable products is included.

9. Basis-of-Design Product: Where Specifications name a product and include a list ofmanufacturers, provide the specified product or a comparable product by one of the othernamed manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions,and other characteristics that are based on the product named.

10. Visual Matching Specification: Where Specifications require matching an establishedSample, select a product that complies with requirements and matches Architect'ssample. Architect's decision will be final on whether a proposed product matches.



11. Visual Selection Specification: Where Specifications include the phrase "as selectedfrom manufacturer's colors, patterns, textures" or a similar phrase, select a product thatcomplies with other specified requirements.

a. Standard Range: Where Specifications include the phrase "standard range ofcolors, patterns, textures" or similar phrase, Architect will select color, pattern,density, or texture from manufacturer's product line that does not include premiumitems.

b. Full Range: Where Specifications include the phrase "full range of colors,patterns, textures" or similar phrase, Architect will select color, pattern, density, ortexture from manufacturer's product line that includes both standard and premiumitems.

2.2 PRODUCT SUBSTITUTIONS

A. Timing: Engineer will consider requests for substitution if received within 30 days after theNotice of Award. Requests received after that time may be considered or rejected at discretionof Engineer.

B. Conditions: Engineer will consider Contractor's request for substitution when the followingconditions are satisfied. If the following conditions are not satisfied, Engineer will returnrequests without action, except to record noncompliance with these requirements:

1. Requested substitution offers Owner a substantial advantage in cost, time, energyconservation, or other considerations, after deducting additional responsibilities Ownermust assume. Owner's additional responsibilities may include compensation to Engineerfor redesign and evaluation services, increased cost of other construction by Owner, andsimilar considerations.

2. Requested substitution does not require extensive revisions to the Contract Documents.3. Requested substitution is consistent with the Contract Documents and will produce

indicated results.4. Substitution request is fully documented and properly submitted.5. Requested substitution will not adversely affect Contractor's Construction Schedule.6. Requested substitution has received necessary approvals of authorities having

jurisdiction.7. Requested substitution is compatible with other portions of the Work.8. Requested substitution has been coordinated with other portions of the Work.9. Requested substitution provides specified warranty.10. If requested substitution involves more than one contractor, requested substitution has

been coordinated with other portions of the Work, is uniform and consistent, is compatiblewith other products, and is acceptable to all contractors involved.

2.3 COMPARABLE PRODUCTS

A. Conditions: Engineer will consider Contractor's request for comparable product when thefollowing conditions are satisfied. If the following conditions are not satisfied, Engineer willreturn requests without action, except to record noncompliance with these requirements:

1. Evidence that the proposed product does not require extensive revisions to the ContractDocuments, that it is consistent with the Contract Documents and will produce theindicated results, and that it is compatible with other portions of the Work.



2. Detailed comparison of significant qualities of proposed product with those named in theSpecifications. Significant qualities include attributes such as performance, weight, size,durability, visual effect, and specific features and requirements indicated.

3. Evidence that proposed product provides specified warranty.4. List of similar installations for completed projects with project names and addresses and

names and addresses of architects and owners, if requested.5. Samples, if requested.




EXECUTION REQUIREMENTS 017000 - 1

SECTION 017000 - EXECUTION REQUIREMENTS

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes general procedural requirements governing execution of the Workincluding, but not limited to, the following:

1. Construction layout.2. Field engineering and surveying.3. General installation of products.4. Progress cleaning.5. Starting and adjusting.6. Protection of installed construction.7. Correction of the Work.

B. Related Sections include the following:

1. Division 1 Section "Project Management and Coordination" for procedures forcoordinating field engineering with other construction activities.

2. Division 1 Section "Submittal Procedures" for submitting surveys.3. Division 1 Section "Cutting and Patching" for procedural requirements for cutting and

patching necessary for the installation or performance of other components of the Work.4. Division 1 Section "Closeout Procedures" for submitting final property survey with Project

Record Documents, recording of Owner-accepted deviations from indicated lines andlevels, and final cleaning.

1.3 SUBMITTALS

A. Qualification Data: For land surveyor and professional engineer.

B. Certificates: Submit certificate signed by land surveyor and professional engineer certifying thatlocation and elevation of improvements comply with requirements.

C. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accepthazardous materials, for hazardous waste disposal.

D. Certified Surveys: Submit (2) two copies signed by land surveyor.




A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice injurisdiction where Project is located and who is experienced in providing land-surveyingservices of the kind indicated.


PART 3 - EXECUTION

3.1 EXAMINATION

A. Existing Conditions: The existence and location of site improvements, utilities, and otherconstruction indicated as existing are not guaranteed. Before beginning work, investigate andverify the existence and location of mechanical and electrical systems and other constructionaffecting the Work.

1. Before construction, verify the location and points of connection of utility services.

B. Existing Utilities: The existence and location of underground and other utilities and constructionindicated as existing are not guaranteed. Before beginning sitework, investigate and verify theexistence and location of underground utilities and other construction affecting the Work.

1. Before construction, verify the location and invert elevation at points of connection ofsanitary sewer, storm sewer, and water-service piping; and underground electricalservices.

2. Furnish location data for work related to Project that must be performed by public utilitiesserving Project site.

C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer orApplicator present where indicated, for compliance with requirements for installation tolerancesand other conditions affecting performance. Record observations.

1. Written Report: Where a written report listing conditions detrimental to performance ofthe Work is required by other Sections, include the following:

a. Description of the Work.b. List of detrimental conditions, including substrates.c. List of unacceptable installation tolerances.d. Recommended corrections.

2. Verify compatibility with and suitability of substrates, including compatibility with existingfinishes or primers.

3. Proceed with installation only after unsatisfactory conditions have been corrected.Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, orrelocate existing utility structures, utility poles, lines, services, or other utility appurtenanceslocated in or affected by construction. Coordinate with authorities having jurisdiction.



B. Field Measurements: Take field measurements as required to fit the Work properly. Recheckmeasurements before installing each product. Where portions of the Work are indicated to fit toother construction, verify dimensions of other construction by field measurements beforefabrication. Coordinate fabrication schedule with construction progress to avoid delaying theWork.

C. Space Requirements: Verify space requirements and dimensions of items showndiagrammatically on Drawings.

D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need forclarification of the Contract Documents, submit a request for information to Architect. Include adetailed description of problem encountered, together with recommendations for changing theContract Documents. Submit requests on CSI Form 13.2A, "Request for Interpretation."

3.3 CONSTRUCTION LAYOUT

A. Verification: Before proceeding to lay out the Work, verify layout information shown onDrawings, in relation to the property survey and existing benchmarks. If discrepancies arediscovered, notify Engineer promptly.

B. General: Engage a land surveyor to lay out the Work using accepted surveying practices.

1. Establish benchmarks and control points to set lines and levels at each story ofconstruction and elsewhere as needed to locate each element of Project.

2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtainrequired dimensions.

3. Inform installers of lines and levels to which they must comply.4. Check the location, level and plumb, of every major element as the Work progresses.5. Notify Engineer when deviations from required lines and levels exceed allowable

tolerances.6. Close site surveys with an error of closure equal to or less than the standard established

by authorities having jurisdiction.

C. Site Improvements: Locate and lay out site improvements, including pavements, grading, filland topsoil placement, utility slopes, and invert elevations.

D. Record Log: Maintain a log of layout control work. Record deviations from required lines andlevels. Include beginning and ending dates and times of surveys, weather conditions, nameand duty of each survey party member, and types of instruments and tapes used. Make the logavailable for reference by Engineer

3.4 FIELD ENGINEERING

A. Identification: Owner will identify existing benchmarks, control points, and property corners.

B. Reference Points: Locate existing permanent benchmarks, control points, and similar referencepoints before beginning the Work. Preserve and protect permanent benchmarks and controlpoints during construction operations.

1. Do not change or relocate existing benchmarks or control points without prior writtenapproval of Engineer. Report lost or destroyed permanent benchmarks or control pointspromptly. Report the need to relocate permanent benchmarks or control points toEngineer before proceeding.



2. Replace lost or destroyed permanent benchmarks and control points promptly. Basereplacements on the original survey control points.

C. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site,referenced to data established by survey control points. Comply with authorities havingjurisdiction for type and size of benchmark.

1. Record benchmark locations, with horizontal and vertical data, on Project RecordDocuments.

2. Where the actual location or elevation of layout points cannot be marked, providetemporary reference points sufficient to locate the Work.

3. Remove temporary reference points when no longer needed. Restore markedconstruction to its original condition.

D. Final Property Survey: Prepare a final property survey showing significant features (realproperty) for Project. Include on the survey a certification, signed by land surveyor, thatprincipal metes, bounds, lines, and levels of Project are accurately positioned as shown on thesurvey.

1. Show boundary lines, monuments, streets, site improvements and utilities, existingimprovements and significant vegetation, adjoining properties, acreage, grade contours,and the distance and bearing from a site corner to a legal point.

2. Recording: At Substantial Completion, have the final property survey recorded by or withauthorities having jurisdiction as the official "property survey."

3.5 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment andelevation, as indicated.

B. Comply with manufacturer's written instructions and recommendations for installing products inapplications indicated.

C. Install products at the time and under conditions that will ensure the best possible results.Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging operations orloading in excess of that expected during normal conditions of occupancy.

E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.

F. Templates: Obtain and distribute to the parties involved templates for work specified to befactory prepared and field installed. Check Shop Drawings of other work to confirm thatadequate provisions are made for locating and installing products to comply with indicatedrequirements.

G. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each componentsecurely in place, accurately located and aligned with other portions of the Work.

1. Allow for building movement, including thermal expansion and contraction.2. Coordinate installation of anchorages. Furnish setting drawings, templates, and

directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and



items with integral anchors, that are to be embedded in concrete or masonry. Deliversuch items to Project site in time for installation.

H. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated,arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

I. Hazardous Materials: Use products, cleaners, and installation materials that are not consideredhazardous.

3.6 OWNER-INSTALLED PRODUCTS

A. Not Applicable

3.7 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Coordinateprogress cleaning for joint-use areas where more than one installer has worked. Enforcerequirements strictly. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials anddebris.

2. Do not hold materials more than 7 days during normal weather or 3 days if thetemperature is expected to rise above 80 deg F.

3. Containerize hazardous and unsanitary waste materials separately from other waste.Mark containers appropriately and dispose of legally, according to regulations.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary forproper execution of the Work.

1. Remove liquid spills promptly.2. Where dust would impair proper execution of the Work, broom-clean or vacuum the

entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to writteninstructions of manufacturer or fabricator of product installed, using only cleaning materialsspecifically recommended. If specific cleaning materials are not recommended, use cleaningmaterials that are not hazardous to health or property and that will not damage exposedsurfaces.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary toensure freedom from damage and deterioration at time of Substantial Completion.

G. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washingwaste materials down sewers or into waterways will not be permitted.

H. During handling and installation, clean and protect construction in progress and adjoiningmaterials already in place. Apply protective covering where required to ensure protection fromdamage or deterioration at Substantial Completion.



I. Clean and provide maintenance on completed construction as frequently as necessary throughthe remainder of the construction period. Adjust and lubricate operable components to ensureoperability without damaging effects.

J. Limiting Exposures: Supervise construction operations to assure that no part of theconstruction, completed or in progress, is subject to harmful, dangerous, damaging, orotherwise deleterious exposure during the construction period.

3.8 STARTING AND ADJUSTING

A. Start equipment and operating components to confirm proper operation. Removemalfunctioning units, replace with new units, and retest.

B. Adjust operating components for proper operation without binding. Adjust equipment for properoperation.

C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.Replace damaged and malfunctioning controls and equipment.

D. Manufacturer's Field Service: If a factory-authorized service representative is required toinspect field-assembled components and equipment installation, comply with qualificationrequirements in Division 1 Section "Quality Requirements."

3.9 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage ordeterioration at time of Substantial Completion.

B. Comply with manufacturer's written instructions for temperature and relative humidity.

3.10 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates andfinishes. Comply with requirements in Division 1 Section "Cutting and Patching."

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching upwith matching materials, and properly adjusting operating equipment.

B. Restore permanent facilities used during construction to their specified condition.

C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repairedwithout visible evidence of repair.

D. Repair components that do not operate properly. Remove and replace operating componentsthat cannot be repaired.

E. Remove and replace chipped, scratched, and broken glass or reflective surfaces.



CUTTING AND PATCHING 017310 - 1

SECTION 017310 - CUTTING AND PATCHING

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes procedural requirements for cutting and patching.


1. Division 1 Section "Selective Demolition" for demolition of selected portions of thebuilding.

2. Divisions 31 through 33 Sections for specific requirements and limitations applicable tocutting and patching individual parts of the Work.

1.3 DEFINITIONS

A. Cutting: Removal of in-place construction necessary to permit installation or performance ofother Work.

B. Patching: Fitting and repair work required to restore surfaces to original conditions afterinstallation of other Work.


A. Structural Elements: Do not cut and patch structural elements in a manner that could changetheir load-carrying capacity or load-deflection ratio.

B. Operational Elements: Do not cut and patch operating elements and related components in amanner that results in reducing their capacity to perform as intended or that results in increasedmaintenance or decreased operational life or safety

C. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related componentsin a manner that could change their load-carrying capacity, that results in reducing their capacityto perform as intended, or that results in increased maintenance or decreased operational life orsafety.

D. Visual Requirements: Do not cut and patch construction in a manner that results in visualevidence of cutting and patching. Do not cut and patch construction exposed on the exterior orin occupied spaces in a manner that would, in Architect's opinion, reduce the building'saesthetic qualities. Remove and replace construction that has been cut and patched in avisually unsatisfactory manner.



E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involvedin cutting and patching, including mechanical and electrical trades. Review areas of potentialinterference and conflict. Coordinate procedures and resolve potential conflicts beforeproceeding.

1.5 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut ordamaged during cutting and patching operations, by methods and with materials so as not tovoid existing warranties.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Comply with requirements specified in other Sections.

B. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, usematerials that visually match in-place adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, wheninstalled, will match the visual and functional performance of in-place materials.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine surfaces to be cut and patched and conditions under which cutting and patching are tobe performed.

1. Compatibility: Before patching, verify compatibility with and suitability of substrates,including compatibility with in-place finishes or primers.

2. Proceed with installation only after unsafe or unsatisfactory conditions have beencorrected.

3.2 PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut.

B. Protection: Protect in-place construction during cutting and patching to prevent damage.Provide protection from adverse weather conditions for portions of Project that might beexposed during cutting and patching operations.

C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passageto adjoining areas.

D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systemsare required to be removed, relocated, or abandoned, bypass such services/systems beforecutting to minimize or prevent interruption to occupied areas.



3.3 PERFORMANCE

A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting andpatching at the earliest feasible time, and complete without delay.

1. Cut in-place construction to provide for installation of other components or performanceof other construction, and subsequently patch as required to restore surfaces to theiroriginal condition.

B. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similaroperations, including excavation, using methods least likely to damage elements retained oradjoining construction. If possible, review proposed procedures with original Installer; complywith original Installer's written recommendations.

1. In general, use hand or small power tools designed for sawing and grinding, nothammering and chopping. Cut holes and slots as small as possible, neatly to sizerequired, and with minimum disturbance of adjacent surfaces. Temporarily coveropenings when not in use.

2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a

diamond-core drill.4. Excavating and Backfilling: Comply with requirements in applicable Division 30 Sections

where required by cutting and patching operations.5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be

removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevententrance of moisture or other foreign matter after cutting.

6. Proceed with patching after construction operations requiring cutting are complete.

C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operationsfollowing performance of other Work. Patch with durable seams that are as invisible aspossible. Provide materials and comply with installation requirements specified in otherSections.

1. Inspection: Where feasible, test and inspect patched areas after completion todemonstrate integrity of installation.

2. Exposed Finishes: Restore exposed finishes of patched areas and extend finishrestoration into retained adjoining construction in a manner that will eliminate evidence ofpatching and refinishing.

a. Clean piping, conduit, and similar features before applying paint or other finishingmaterials.

b. Restore damaged pipe covering to its original condition.

D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completelyremove paint, mortar, oils, putty, and similar materials.



SELECTIVE DEMOLITION 017320 - 1

SECTION 017320 - SELECTIVE DEMOLITION

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes the following:1. Demolition and removal of selected site elements.2. Salvage of existing items to be reused or recycled.


1. Division 1 Section "Summary" for use of premises, phasing, and Owner-occupancyrequirements.

2. Division 1 Section "Photographic Documentation" for preconstruction photographs takenbefore selective demolition operations.

3. Division 1 Section "Temporary Facilities and Controls" for temporary construction andenvironmental-protection measures for selective demolition operations.

4. Division 1 Section "Construction Waste Management" for disposal of demolishedmaterials.

5. Division 1 Section "Cutting and Patching" for cutting and patching procedures.6. Division 31 Section "Site Clearing" for site clearing and removal of above- and below-

grade improvements.

1.3 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site, unlessindicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction and deliver them to Ownerready for reuse.

C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, andreinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed and that are nototherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.4 SUBMITTALS

A. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and endingdates for each activity. Ensure Owner's on-site operations are uninterrupted.

2. Interruption of utility services. Indicate how long utility services will be interrupted.3. Coordination for shutoff, capping, and continuation of utility services.



4. Locations of proposed dust- and noise-control temporary partitions and means ofegress, including for other tenants affected by selective demolition operations.

5. Coordination of Owner's continuing occupancy of portions of existing building and ofOwner's partial occupancy of completed Work.

6. Means of protection for items to remain and items in path of waste removal from building.

B. Inventory: After selective demolition is complete, submit a list of items that have been removedand salvaged.

C. Predemolition Photographs: Show existing conditions of adjoining construction and siteimprovements, including finish surfaces, that might be misconstrued as damage caused byselective demolition operations. Comply with Division 1 Section "Photographic Documentation."Submit before Work begins.

D. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facilitylicensed to accept hazardous wastes.

1. Comply with submittal requirements in Division 1 Section "Construction WasteManagement."


A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition worksimilar in material and extent to that indicated for this Project.

B. Regulatory Requirements: Comply with governing EPA notification regulations beforebeginning selective demolition. Comply with hauling and disposal regulations of authoritieshaving jurisdiction.

C. Standards: Comply with ANSI A10.6 and NFPA 241.


A. Owner will occupy portions of building immediately adjacent to selective demolition area.Conduct selective demolition so Owner's operations will not be disrupted.

1. Comply with requirements specified in Division 1 Section "Summary."

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as faras practical.

1. Before selective demolition, Owner will remove the following items:

a. Not applicable

C. Notify Engineer of discrepancies between existing conditions and Drawings before proceedingwith selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in theWork.1. If materials suspected of containing hazardous materials are encountered, do not disturb;

immediately notify Architect and Owner. Owner will remove hazardous materials under aseparate contract.



E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them againstdamage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

1.7 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut ordamaged during selective demolition, by methods and with materials so as not to void existingwarranties.


PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped.

B. Survey existing conditions and correlate with requirements indicated to determine extent ofselective demolition required.

C. Inventory and record the condition of items to be removed and reinstalled and items to beremoved and salvaged.

D. Survey of Existing Conditions: Record existing conditions by use of measured drawings.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems: Maintain services/systems indicated to remain and protect themagainst damage during selective demolition operations.

1. Comply with requirements for existing services/systems interruptions specified inDivision 1 Section "Summary."

a. Where entire wall is to be removed, existing services/systems may be removedwith removal of the wall.

3.3 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removaloperations to ensure minimum interference with roads, streets, walks, walkways, and otheradjacent occupied and used facilities.

1. Comply with requirements for access and protection specified in Division 1 Section"Temporary Facilities and Controls."

B. Temporary Facilities: Provide temporary barricades and other protection required to preventinjury to people and damage to adjacent buildings and facilities to remain.



1. Provide protection to ensure safe passage of people around selective demolition areaand to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition ofexisting construction on exterior surfaces and new construction, to prevent water leakageand damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that areexposed during selective demolition operations.

4. Comply with requirements for temporary enclosures, dust control, heating, and coolingspecified in Division 1 Section "Temporary Facilities and Controls."

C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as requiredto preserve stability and prevent movement, settlement, or collapse of construction and finishesto remain, and to prevent unexpected or uncontrolled movement or collapse of constructionbeing demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by newconstruction and as indicated. Use methods required to complete the Work within limitations ofgoverning regulations and as follows:

1. Proceed with selective demolition systematically, from higher to lower level. Completeselective demolition operations above each floor or tier before disturbing supportingmembers on the next lower level.

2. Neatly cut openings and holes plumb, square, and true to dimensions required. Usecutting methods least likely to damage construction to remain or adjoining construction.Use hand tools or small power tools designed for sawing or grinding, not hammering andchopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings toremain.

3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marringexisting finished surfaces.

4. Do not use cutting torches until work area is cleared of flammable materials. Atconcealed spaces, such as duct and pipe interiors, verify condition and contents ofhidden space before starting flame-cutting operations. Maintain fire watch and portablefire-suppression devices during flame-cutting operations.

5. Maintain adequate ventilation when using cutting torches.6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and

promptly dispose of off-site.7. Remove structural framing members and lower to ground by method suitable to avoid

free fall and to prevent ground impact or dust generation.8. Locate selective demolition equipment and remove debris and materials so as not to

impose excessive loads on supporting walls, floors, or framing.9. Dispose of demolished items and materials promptly. Comply with requirements in

Division 1 Section "Construction Waste Management."

B. Removed and Salvaged Items:

1. Clean salvaged items.2. Pack or crate items after cleaning. Identify contents of containers.3. Store items in a secure area until delivery to Owner.4. Transport items to Owner's storage area.5. Protect items from damage during transport and storage.



C. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. Paintequipment to match new equipment.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.3. Protect items from damage during transport and storage.4. Reinstall items in locations indicated. Comply with installation requirements for new

materials and equipment. Provide connections, supports, and miscellaneous materialsnecessary to make item functional for use indicated.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soilingduring selective demolition. When permitted by Engineer, items may be removed to a suitable,protected storage location during selective demolition and cleaned and reinstalled in theiroriginal locations after selective demolition operations are complete.

3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction toremain and at regular intervals, using power-driven saw, then remove concrete between sawcuts.

B. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain,using power-driven saw, then remove masonry between saw cuts.

C. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, then break up andremove.

3.6 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, orotherwise indicated to remain Owner's property, remove demolished materials from Project siteand legally dispose of them in an EPA-approved landfill.

1. Do not allow demolished materials to accumulate on-site.2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces

and areas.3. Comply with requirements specified in Division 1 Section "Construction Waste

Management."

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

3.7 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selectivedemolition operations. Return adjacent areas to condition existing before selective demolitionoperations began.



CONST. WASTE MANAGEMENT & DISPOSAL 017419-1

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 - GENERAL


A. Drawings and general provisions of the Contract, including General and SupplementaryConditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for the following:

1. Salvaging nonhazardous demolition waste.2. Disposing of nonhazardous demolition and construction waste.


1. Division 01 Section "Temporary Facilities and Controls" for environmental-protectionmeasures during construction, and location of waste containers at Project site.

1.3 DEFINITIONS

A. Construction Waste: Building and site improvement materials and other solid waste resultingfrom construction, remodeling, renovation, or repair operations. Construction waste includespackaging.

B. Demolition Waste: Building and site improvement materials resulting from demolition orselective demolition operations.

C. Disposal: Removal off-site of demolition and construction waste and subsequent sale,recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

D. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse inanother facility.

E. Salvage and Reuse: Recovery of demolition or construction waste and subsequentincorporation into the Work.


PART 3 - EXECUTION

3.1 PLAN IMPLEMENTATION

A. General: Provide handling, containers, storage, signage, transportation, and other items asrequired to implement waste management plan during the entire duration of the Contract.


CONST. WASTE MANAGEMENT & DISPOSAL 017419-2

1. Comply with Division 01 Section "Temporary Facilities and Controls" for operation,termination, and removal requirements.

B. Training: Train workers, subcontractors, and suppliers on proper waste managementprocedures, as appropriate for the Work occurring at Project site.

C. Site Access and Temporary Controls: Conduct waste management operations to ensureminimum interference with roads, streets, walks, walkways, and other adjacent occupied andused facilities.

1. Designate and label specific areas on Project site necessary for separating materials thatare to be salvaged, recycled, reused, donated, and sold.

2. Comply with Division 01 Section "Temporary Facilities and Controls" for controlling dustand dirt, environmental protection, and noise control.

3.2 SALVAGING DEMOLITION WASTE

A. Salvaged Items for Reuse in the Work:

1. Clean salvaged items.2. Pack or crate items after cleaning. Identify contents of containers.3. Store items in a secure area until installation.4. Protect items from damage during transport and storage.5. Install salvaged items to comply with installation requirements for new materials and

equipment. Provide connections, supports, and miscellaneous materials necessary tomake items functional for use indicated.

3.3 DISPOSAL OF WASTE

A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, removewaste materials from Project site and legally dispose of them in a landfill or incineratoracceptable to authorities having jurisdiction.

1. Except as otherwise specified, do not allow waste materials that are to be disposed ofaccumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfacesand areas.

B. Burning: Do not burn waste materials.

C. Disposal: Transport waste materials off Owner's property and legally dispose of them.



CLOSEOUT PROCEDURES 017700 - 1

SECTION 017700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes administrative and procedural requirements for contract closeout,including, but not limited to, the following:

1. Inspection procedures.2. Warranties.3. Final cleaning.


1. Division 1 Section "Payment Procedures" for requirements for Applications for Paymentfor Substantial and Final Completion.

2. Division 1 Section "Photographic Documentation" for submitting Final Completionconstruction photographs and negatives.

3. Division 1 Section "Execution Requirements" for progress cleaning of Project site.4. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record

Specifications, and Record Product Data.5. Divisions 32 through 33 Sections for specific closeout and special cleaning requirements

for the Work in those Sections.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of SubstantialCompletion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items onthe list, and reasons why the Work is not complete.

2. Advise Owner of pending insurance changeover requirements.3. Submit specific warranties, workmanship bonds, maintenance service agreements, final

certifications, and similar documents.4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to

services and utilities. Include occupancy permits, operating certificates, and similarreleases.

5. Deliver tools, spare parts, extra materials, and similar items to location designated byOwner. Label with manufacturer's name and model number where applicable.

6. Terminate and remove temporary facilities from Project site, along with mockups,construction tools, and similar elements.

7. Complete final cleaning requirements, including touchup painting.8. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual

defects.



B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt ofrequest, Engineer will either proceed with inspection or notify Contractor of unfulfilledrequirements. Architect will prepare the Certificate of Substantial Completion after inspection orwill notify Contractor of items, either on Contractor's list or additional items identified byArchitect, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections asincomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

1.4 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of FinalCompletion, complete the following:

1. Submit a final Application for Payment according to Division 1 Section "PaymentProcedures."

2. Submit certified copy of Engineer’s Substantial Completion inspection list of items to becompleted or corrected (punch list), endorsed and dated by Engineer. The certified copyof the list shall state that each item has been completed or otherwise resolved foracceptance.

3. Submit evidence of final, continuing insurance coverage complying with insurancerequirements.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request,Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements.Engineer will prepare a final Certificate for Payment after inspection or will notify Contractor ofconstruction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections asincomplete is completed or corrected.

1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit one electronic copy of the list in Microsoft Excel spreadsheet format.Include name and identification of each space and area affected by construction operations forincomplete items and items needing correction including, if necessary, areas disturbed byContractor that are outside the limits of construction.

1.6 WARRANTIES

A. Submittal Time: Submit written warranties on request of Engineer for designated portions of theWork where commencement of warranties other than date of Substantial Completion isindicated.



PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer orfabricator of the surface to be cleaned. Do not use cleaning agents that are potentiallyhazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to complywith local laws and ordinances and Federal and local environmental and antipollutionregulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean eachsurface or unit to condition expected in an average commercial building cleaning andmaintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certificationof Substantial Completion for entire Project or for a portion of Project:

a. Clean Project site, yard, and grounds, in areas disturbed by construction activities,including landscape development areas, of rubbish, waste material, litter, andother foreign substances.

b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and otherforeign deposits.

c. Rake grounds that are neither planted nor paved to a smooth, even-texturedsurface.

d. Remove tools, construction equipment, machinery, and surplus material fromProject site.

e. Remove snow and ice to provide safe access to building.f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,

free of stains, films, and similar foreign substances. Avoid disturbing naturalweathering of exterior surfaces. Restore reflective surfaces to their originalcondition.

g. Remove debris and surface dust from limited access spaces, including roofs,plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

h. Sweep concrete floors broom clean in unoccupied spaces.i. Vacuum carpet and similar soft surfaces, removing debris and excess nap;

shampoo if visible soil or stains remain.j. Clean transparent materials, including mirrors and glass in doors and windows.

Remove glazing compounds and other noticeable, vision-obscuring materials.Replace chipped or broken glass and other damaged transparent materials.Polish mirrors and glass, taking care not to scratch surfaces.

k. Remove labels that are not permanent.l. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored orthat already show evidence of repair or restoration.



1) Do not paint over "UL" and similar labels, including mechanical andelectrical nameplates.

m. Replace parts subject to unusual operating conditions.n. Leave Project clean and ready for occupancy.

C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris orexcess materials on Owner's property. Do not discharge volatile, harmful, or dangerousmaterials into drainage systems. Remove waste materials from Project site and dispose oflawfully.



PROJECT RECORD DOCUMENTS 017839 - 1

SECTION 017839 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes administrative and procedural requirements for Project RecordDocuments, including the following:

1. Record Drawings.2. Record Specifications.3. Record Product Data.

B. Related Sections include the following:1. Division 1 Section "Closeout Procedures" for general closeout procedures.2. Divisions 31 through 33 Sections for specific requirements for Project Record Documents

of the Work in those Sections.

1.3 SUBMITTALS

A. Record Drawings: Comply with the following:

1. Number of Copies: Submit electronic copy and one paper set(s) of marked-up Recordprints

2. Electronic Format: Submit all Record Drawings in electronic format in addition to paperRecord Drawings.a. Submit in both Autodesk AutoCAD 2009 or later format and Adobe Acrobat 6.0 or

later format.

3. Number of Copies: Submit copies of Record Drawings as follows:a. Final Submittal: Submit one electronic set of marked-up Record Prints in Adobe

Acrobat format, one set of Record AutoCAD 2007 Drawing files, and two copiesprinted from record plots. Plot and print each Drawing, whether or not changesand additional information were recorded.

1) Electronic Media: CD-R

B. Record Specifications: Submit one electronic copy in Adobe Acrobat PDF format and onepaper copy of Project’s Specifications, including addenda and contract modifications.

C. Record Product Data: Submit one electronic copy in Adobe Acrobat PDF format and one papercopy of each Product Data submittal.



1. Where Record Product Data is required as part of operation and maintenance manuals,submit marked-up Product Data as an insert in manual instead of submittal as RecordProduct Data.

2. As-built

PART 2 - PRODUCTS

2.1 RECORD DRAWINGS

A. Record Prints: Maintain one set of blue- or black-line white prints of the Contract Drawings andShop Drawings.

1. Preparation: Mark Record Prints to show the actual installation where installation variesfrom that shown originally. Require individual or entity who obtained record data,whether individual or entity is Installer, subcontractor, or similar entity, to prepare themarked-up Record Prints.

a. Give particular attention to information on concealed elements that would bedifficult to identify or measure and record later.

b. Accurately record information in an understandable drawing technique.c. Record data as soon as possible after obtaining it. Record and check the markup

before enclosing concealed installations.

2. Content: Types of items requiring marking include, but are not limited to, the following:

a. Dimensional changes to Drawings.b. Revisions to details shown on Drawings.c. Depths of foundationsd. Locations and depths of underground utilities.e. Revisions to routing of piping and conduits.f. Revisions to electrical circuitry.g. Actual equipment locations.h. Locations of concealed internal utilities.i. Changes made by Change Order or Construction Work Change Directive.j. Changes made following Engineer’s written orders.k. Details not on the original Contract Drawings.l. Field records for variable and concealed conditions.m. Record information on the Work that is shown only schematically.

3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showingactual physical conditions, completely and accurately. If Shop Drawings are marked,show cross-reference on the Contract Drawings.

4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguishbetween changes for different categories of the Work at same location.

5. Mark important additional information that was either shown schematically or omittedfrom original Drawings.

6. Note Construction Change Directive numbers, alternate numbers, Change Ordernumbers, and similar identification, where applicable.

B. Record CAD Drawings: Immediately before inspection for Certificate of Substantial Completion,review marked-up Record Prints with Engineer. When authorized, prepare a full set of



corrected AutoCAD Drawings and Adobe Acrobat PDF files of the Contract Drawings, asfollows:

1. Format: Autodesk AutoCAD DWG, 2009 or later version, operating in Microsoft Windowsoperating system.

2. Incorporate changes and additional information previously marked on Record Prints.Delete, redraw, and add details and notations where applicable.

3. Refer instances of uncertainty to Engineer for resolution.4. Engineer will furnish Contractor one set of AutoCAD 2009 Drawings of the Contract

Drawings for use in recording information.

a. Engineer and the Engineer’s consulting engineers make no representation as tothe accuracy or completeness of CAD Drawings as they relate to the ContractDrawings.

b. CAD Software Program: The Contract Drawings are available in AutodeskAutoCAD 2009 or later version.

C. Newly Prepared Record Drawings: Prepare new Drawings instead of preparing RecordDrawings where Engineer determines that neither the original Contract Drawings nor ShopDrawings are suitable to show actual installation.

1. New Drawings may be required when a Change Order is issued as a result of acceptingan alternate, substitution, or other modification.

2. An as-built survey prepared by a licensed professional land surveyor shall include thenew roadway, basin areas effected by construction, storm sewers and structure locations,sizes, rim and invert elevations, and utility locations.

3. Consult Engineer for proper scale and scope of detailing and notations required to recordthe actual physical installation and its relation to other construction. Integrate newlyprepared Record Drawings into Record Drawing sets; comply with procedures forformatting, organizing, copying, binding, and submitting.

D. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORDDRAWING" in a prominent location.

1. Record Prints: Organize Record Prints and newly prepared Record Drawings intomanageable sets. Bind each set with durable paper cover sheets. Include identificationon cover sheets.

2. Record CAD Drawings: Organize CAD information into separate electronic files thatcorrespond to each sheet of the Contract Drawings. Name each file with the sheetidentification. Include identification in each CAD file.

3. Identification: As follows:

a. Project name.b. Date.c. Designation "PROJECT RECORD DRAWINGS."d. Name of Engineere. Name of Contractor.

2.2 RECORD SPECIFICATIONS

A. Preparation: Mark Specifications to indicate the actual product installation where installationvaries from that indicated in Specifications, addenda, and contract modifications.



1. Give particular attention to information on concealed products and installations thatcannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, andequipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary toprovide a record of selections made.

4. For each principal product, indicate whether Record Product Data has been submitted inoperation and maintenance manuals instead of submitted as Record Product Data.

5. Note related Change Orders, Record Product Data, and Record Drawings whereapplicable.

2.3 RECORD PRODUCT DATA

A. Preparation: Mark Product Data to indicate the actual product installation where installationvaries substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations thatcannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes inmanufacturer's written instructions for installation.

3. Note related Change Orders, Record Specifications, and Record Drawings whereapplicable.

2.4 MISCELLANEOUS RECORD SUBMITTALS

A. Assemble miscellaneous records required by other Specification Sections for miscellaneousrecord keeping and submittal in connection with actual performance of the Work. Bind or filemiscellaneous records and identify each, ready for continued use and reference.

PART 3 - EXECUTION

3.1 RECORDING AND MAINTENANCE

A. Recording: Maintain one copy of each submittal during the construction period for ProjectRecord Document purposes. Post changes and modifications to Project Record Documents asthey occur; do not wait until the end of Project.

B. Maintenance of Record Documents and Samples: Store Record Documents and Samples inthe field office apart from the Contract Documents used for construction. Do not use ProjectRecord Documents for construction purposes. Maintain Record Documents in good order andin a clean, dry, legible condition, protected from deterioration and loss. Provide access toProject Record Documents for Engineer’s reference during normal working hours.


DIVISION 31

Drainage Improvements Eriksson Engineering Associates Ltd.Grayslake Central High School

SITE CLEARING 311000 - 1

SECTION 311000 - SITE CLEARING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Protecting existing trees shrubs plants and grass to remain.

2. Removing existing trees shrubs plants and grass.3. Clearing and grubbing.

4. Stripping and stockpiling topsoil.

5. Removing above- and below-grade site improvements.6. Disconnecting and capping or sealing site utilities.

7. Temporary erosion and sedimentation control measures.

1.2 MATERIAL OWNERSHIP

A. Except for stripped topsoil or other materials indicated to remain Owner's property, clearedmaterials shall become Contractor's property and shall be removed from Project site.


A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupiedor used facilities during site-clearing operations.1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without

permission from Owner and authorities having jurisdiction.

2. Provide alternate routes around closed or obstructed traffic ways if required by authoritieshaving jurisdiction.

B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner'spremises where indicated.

C. Utility Locator Service: Notify utility locator service for area where Project is located before siteclearing.

D. Do not commence site clearing operations until temporary erosion and sedimentation controlmeasures are in place.

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. Satisfactory Soil Materials: Requirements for satisfactory soil materials are specified inDivision 31 Section "Earth Moving".

1. Obtain approved borrow soil materials off-site when satisfactory soil materials are notavailable on-site.



PART 3 - EXECUTION

3.1 PREPARATION

A. Protect and maintain benchmarks and survey control points from disturbance duringconstruction.

B. Protect existing site improvements to remain from damage during construction.

1. Restore damaged improvements to their original condition, as acceptable to Owner.

3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. Provide temporary erosion and sedimentation control measures to prevent soil erosion anddischarge of soil-bearing water runoff or airborne dust to adjacent properties and walkways,according to sediment and erosion control Drawings.

B. Inspect, repair, and maintain erosion and sedimentation control measures during constructionuntil permanent vegetation has been established.

C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed duringremoval.

3.3 TREE PROTECTION

A. Erect and maintain temporary fencing around tree protection zones before starting site clearing.Remove fence when construction is complete.

B. Do not excavate within tree protection zones, unless otherwise indicated.

C. Repair or replace trees and vegetation indicated to remain that are damaged by constructionoperations, in a manner approved by Engineer.

3.4 UTILITIES

A. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed.

B. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unlesspermitted under the following conditions and then only after arranging to provide temporaryutility services according to requirements indicated:

1. Notify Engineer not less than two days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Engineer's written permission.

C. Removal of underground utilities is included in Division 33 Sections covering site utilities.

3.5 CLEARING AND GRUBBING

A. Fill depressions caused by clearing and grubbing operations with satisfactory soil materialunless further excavation or earthwork is indicated.

1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches, andcompact each layer to a density required for the proposed condition and as specified inDivision 31 Section "Earth Moving”.

3.6 TOPSOIL STRIPPING

A. Remove sod and grass before stripping topsoil.



B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling withunderlying subsoil or other waste materials.

C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil.Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust.

1. Limit height of topsoil stockpiles to 72 inches

2. Dispose of excess topsoil as specified for waste material disposal3. Do not stockpile topsoil within drip line of trees to remain.

3.7 SITE IMPROVEMENTS

A. Remove existing above- and below-grade improvements as indicated and as necessary tofacilitate new construction.

3.8 DISPOSAL

A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials,and waste materials including trash and debris, and legally dispose of them off Owner'sproperty.

1. Separate recyclable materials produced during site clearing from other nonrecyclablematerials. Store or stockpile without intermixing with other materials and transport them torecycling facilities.

END OF SECTION 31 10 00


EARTH MOVING 312000 - 1

SECTION 312000 - EARTH MOVING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:1. Preparing subgrades for walks, lawns and grasses and exterior plants.2. Drainage course for slabs-on-grade.3. Base course for concrete walks and pavements.4. Excavating and backfilling for utility trenches.

B. Related Sections include the following:1. Division 01 Section "Allowances" for quantity allowance provisions related to unit-price

rock excavation and authorized additional excavation.2. Division 01 Section "Unit Prices" for unit-price rock excavation and authorized additional

excavation provisions.3. Division 31 Section "Site Clearing" for temporary erosion and sedimentation control

measures, site stripping, grubbing, stripping and stockpiling topsoil, and removal of above-and below-grade improvements and utilities.

4. Division 32 Section "Turf and Grasses" for finish grading, including preparing and placingtopsoil and planting soil for lawns.

5. Division 33 Sections for installing underground utilities and buried structures.

1.2 UNIT PRICES

A. Unit prices for earthwork are included in Division 01 Section "Unit Prices."

B. Quantity allowances for earthwork are included in Division 01 Section "Allowances."

1.3 DEFINITIONS

A. Backfill: Soil material used to fill an excavation.1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to

support sides of pipe.2. Final Backfill: Backfill placed over initial backfill to fill a trench.

B. Base Course: Course placed between the subbase course and paving.

C. Bedding Course: Course placed over the excavated subgrade in a trench before laying pipe.

D. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.

E. Drainage Fill:1. Course placed over the excavated subgrade before laying subdrainage pipe and placed

around and over the subdrainage pipe.2. Course supporting the slab-on-grade excluding building that also minimizes upward

capillary flow of pore water.

F. Excavation: Removal of material encountered above subgrade elevations and to lines anddimensions indicated.1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond

indicated lines and dimensions as directed by Engineer. Authorized additional excavation



and replacement material will be paid for according to Contract provisions for changes inthe Work.

2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicatedlines and dimensions without direction by Engineer. Unauthorized excavation, as well asremedial work directed by Engineer, shall be without additional compensation.

G. Fill: Soil materials used to raise existing grades.

H. Structures: Modular Block Retaining walls, slabs on-grade, tanks, curbs, sewerage, mechanicaland electrical appurtenances, or other man-made stationary features constructed above orbelow the ground surface.

I. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill orbackfill immediately below base, drainage fill, or topsoil materials.

J. Utilities: On-site underground pipes, conduits, ducts, and cables.

1.4 SUBMITTALS

A. Product Data: For the following:1. Geotextiles.


A. Geotechnical Testing Agency Qualifications: An independent testing agency qualified accordingto ASTM E 329 to conduct soil materials and rock-definition testing, as documented according toASTM D 3740 and ASTM E 548.1. Contractor shall be responsible for contacting the Owner’s Geotechnical Testing Agency at

those times required by the specifications for the appropriate materials and soils testing.2. Contractor shall coordinate with the Owner’s Geotechnical Testing Agency as to the

Testing Agency’s requirements for advance notification, but allow for a minimum 24-hrnotification.


A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unlesspermitted in writing by Engineer and then only after arranging to provide temporary utilityservices according to requirements indicated.1. Notify Engineer not less than two days in advance of proposed utility interruptions.2. Do not proceed with utility interruptions without Engineer's written permission.3. Contact utility-locator service for area where Project is located before excavating.

B. Demolish and completely remove from site existing underground utilities indicated to beremoved. Coordinate with utility companies to shut off services if lines are active.

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. General: Provide borrow soil materials when sufficient satisfactory soil materials are notavailable from excavations.



B. Satisfactory Soils: ASTM D 2487 Soil Classification Groups GW, GP, GM, GC, SC, SW, SP,ML, CL and SM, or a combination of these groups; free of rock or gravel larger than 3 inches inany dimension, debris, waste, frozen materials, vegetation, and other deleterious matter.

C. Unsatisfactory Soils: Soil Classification Groups MH, CH, OL, OH, and PT according toASTM D 2487, or a combination of these groups.1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of

optimum moisture content at time of compaction.2. Unsatisfactory soils hereunder are Clean Construction or Demolition Debris (CCDD) as

defined by the State of Illinois Environmental Protection Agency and is acceptable as fillmaterial at CCDD facilities.

D. Non-special Waste Containing Soils: Either satisfactory or unsatisfactory soils that contain non-special waste that are non-liquid non-hazardous industrial process and pollution control wasteand are excluded from special waste meeting all the requirements of Section 3.475 of theIllinois Environmental Protection Act.1. Are not CCDD2. Are not hazardous3. Are not a liquid (as determined by paint-filter test SW-846 Method 9095)4. Are not regulated asbestos-containing material as defined in 40 Code of Federal

Regulations, Section 61.1415. Do not contain polychlorinated biphenyls (PCBs) regulated in accordance with 40 Code of

Federal Regulations, Part 7616. Are not formerly hazardous waste rendered non-hazardous7. Do not result from shredding recyclable metals

E. Non-Hazardous Special Waste Containing Soils: Either satisfactory or unsatisfactory soils thatcontain special waste as defined by Illinois Environmental Protection Act (Act) Section 809.103and that has not been determined as hazardous in that Section of the Act.

F. Hazardous Waste Containing Soils: Either satisfactory or unsatisfactory soils that containhazardous special waste as defined by Section 3.220 of the Illinois Environmental Protection Actand as determined by Section 722.111 of Title 35 of Illinois Administrative Code.

G. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 4 percent organic material content;less than 3 percent stones ¾-inch or larger in any dimension and roots, plants, sod, clay lumps,and other extraneous materials harmful to plant growth.1. Topsoil shall be free of all deleterious material that may adversely affect the use of the

planted surface including any metal, wood, plastic, glass or other manmade materials notintended specifically as a soil supplement.

2. Topsoil shall be free of obnoxious weeds and invasive plants or other undesirableorganisms and disease-causing plant pathogens.

3. Topsoil particle sizes shall fall in the following ranges as percentages by mass bothseparately and in combination:a. Clay: 35 percent to 60 percentb. Silt: 35 percent to 60 percentc. Sand: less than 60 percentd. Silt and Clay in combination: less than 65 percent

4. Topsoil Source: Reuse surface soil stockpiled on-site. Verify suitability of stockpiledsurface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay lumps,and other extraneous materials harmful to plant growth.a. Supplement with imported topsoil from off-site sources when quantities are

insufficient. Obtain topsoil displaced from naturally well-drained construction ormining sites where topsoil occurs at least 6 inches deep; do not obtain from bogs ormarshes.



H. Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stoneASTM D 2940; conforming to State of Illinois, Dept of Transportation Gradation CA-6.

I. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushedstone; ASTM D 2940; conforming to State of Illinois, Dept of Transportation Gradation CA-6 orCA-7.

J. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushedstone, and natural or crushed sand; ASTM D 2940; conforming to State of Illinois, Dept ofTransportation Gradation per plans.

K. Drainage Course: Narrowly graded mixture of washed crushed stone, or washed crushed oruncrushed gravel; ASTM D 448; coarse-aggregate conforming to State of Illinois, Dept ofTransportation Gradation CA-7

L. Unsuitable Soil Undercut Area Fill: Per Geotechnical Engineer’s Recommendations.

2.2 GEOTEXTILES

A. Subsurface Drainage Geotextile: Nonwoven needle-punched geotextile, manufactured forsubsurface drainage applications, made from polyolefins or polyesters; with elongation greaterthan 50 percent; complying with AASHTO M 288 and the following, measured per test methodsreferenced:1. Survivability: Class 2; AASHTO M 288.2. Grab Tensile Strength: 248 lbf; ASTM D 4632.3. Sewn Seam Strength: 223 lbf ; ASTM D 4632.4. Tear Strength: 90 lbf; ASTM D 4533.5. Puncture Strength: 90 lbf ;ASTM D 4833.6. Apparent Opening Size: No. 60 sieve, maximum; ASTM D 4751.7. Water Flow Rate: 110 gpm minimum; ASTM D 44918. Permittivity: 0.02 per second, minimum; ASTM D 4491.9. UV Stability: 50 percent after 500 hours' exposure; ASTM D 4355.

B. Separation Geotextile: Nonwoven needle punched geotextile fabric, manufactured forseparation applications, made from polyolefins or polyesters; with elongation less than 50percent; complying with AASHTO M 288 and the following, measured per test methodsreferenced:1. Survivability: Class 1; AASHTO M 288.2. Grab Tensile Strength: 315 lbf; ASTM D 4632.3. Sewn Seam Strength: 284 lbf ; ASTM D 4632.4. Tear Strength: 113 lbf; ASTM D 4533.5. Puncture Strength: 113 lbf ;ASTM D 4833.6. Apparent Opening Size: No. 70 sieve, maximum; ASTM D 4751.7. Water Flow Rate: 110 gpm minimum; ASTM D 44918. Permittivity: 0.02 per second, minimum; ASTM D 4491.9. UV Stability: 50 percent after 500 hours' exposure; ASTM D 4355.

C. Geogrid: Biaxial/Triaxial polypropylene material with the following minimum requirements:Test Method

1. Biaxial/Triaxial Aperture size between 0.75-1.5 inches ID calipered2. Ultimate. Tensile strength 850lb/ft machine direction GRI GG1(ASTM 6637)3. 1300 lb/ft cross-machine direction GRI GG14. Tensile Modulus@5% 12,000 lb./ft machine direction GRI GG15. 18,000 lb/ft cross-mchn. direction GRI GG16. Junction Strength 750 lb./ft min machine direction GRI GG27. 1200 ln/ft cross-machine direction GRI GG2



8. Flexural Rigidity 200,000 mg-cm machine direction ASTM D1388

PART 3 - EXECUTION

3.1 PREPARATION

A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused bysettlement, lateral movement, undermining, washout, and other hazards created by earthworkoperations.

B. Preparation of subgrade for earthwork operations including removal of vegetation, topsoil,debris, obstructions, and deleterious materials from ground surface is specified in Division 31Section "Site Clearing."

C. Protect and maintain erosion and sedimentation controls during earthwork operations.

D. Provide protective insulating materials to protect subgrades and foundation soils againstfreezing temperatures or frost.

3.2 DEWATERING

A. Prevent surface water and ground water from entering excavations, from ponding on preparedsubgrades, and from flooding Project site and surrounding area.

B. Discharge from dewatering operations must meet with local and State National PollutantDischarge Elimination System (NPDES) requirements.1. Incorporate structural and non-structural Best Management Practices (BMP’s) as

necessary to meet NPDES and local requirements.2. Waste material shall be legally disposed of where mechanical means are used to separate

sediments and other pollutants from dewatering discharge water

C. Protect subgrades from softening, undermining, washout, and damage by rain or wateraccumulation.1. Reroute surface water runoff away from excavated areas. Do not allow water to

accumulate in excavations. Do not use excavated trenches as temporary drainageditches.

2. Install a dewatering system to keep subgrades dry and convey ground water away fromexcavations. Maintain until dewatering is no longer required.

3.3 EXPLOSIVES

A. Explosives: Do not use explosives.

3.4 EXCAVATION, GENERAL

A. Unclassified Excavation: Excavate to as a minimum to subgrade elevations regardless of thecharacter of surface and subsurface conditions encountered. Where topsoil depth exceeds theproposed subgrade elevation and where within pavement or synthetic turf areas, remove alltopsoil encountered. Unclassified excavated materials may include rock, soil materials, andobstructions. No changes in the Contract Sum or the Contract Time will be authorized for rockexcavation or removal of obstructions.1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and

rock, replace with satisfactory soil materials.



3.5 EXCAVATION FOR STRUCTURES

A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1/2 inch. Ifapplicable, extend excavations a sufficient distance from structures for placing and removingconcrete formwork, for installing services and other construction, and for inspections.1. Excavation for Underground Tanks, Basins, and Mechanical or Electrical Utility Structures:

Excavate to elevations and dimensions indicated within a tolerance of plus or minus 1inch. Do not disturb bottom of excavations intended as bearing surfaces.

3.6 EXCAVATION FOR WALKS AND PAVEMENTS

A. Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations,and subgrades.

3.7 EXCAVATION FOR UTILITY TRENCHES

A. Excavate trenches to indicated gradients, lines, depths, and elevations.

B. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support ofpipes and conduit and as indicated. Shape subgrade to provide continuous support for bells,joints, and barrels of pipes and for joints, fittings, and bodies of conduits as indicated. Removeprojecting stones and sharp objects along trench subgrade.

3.8 SUBGRADE INSPECTION

A. Notify Owner’s Geotechnical Testing Agency when excavations have reached requiredsubgrade.

B. If Owner’s Geotechnical Testing Agency determines that unsatisfactory soil is present, continueexcavation and replace with compacted backfill or fill material as directed.

C. Authorized additional excavation and replacement material will be paid for according to Contractprovisions for changes in the Work.

D. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, orconstruction activities, as directed by Engineer, without additional compensation.

3.9 UNAUTHORIZED EXCAVATION1. Fill unauthorized excavations under other construction or utility pipe as directed by

Owner’s Geotechnical Testing Agency.

3.10 STORAGE OF SOIL MATERIALS

A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing.Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.1. Stockpile soil materials away from edge of excavations. Do not store within drip line of

remaining trees.

3.11 BACKFILL

A. Place and compact backfill in excavations promptly, but not before completing the following:1. Surveying locations of underground utilities for Record Documents.2. Testing and inspecting underground utilities.3. Removing concrete formwork.4. Removing trash and debris.



5. Removing temporary shoring and bracing, and sheeting.6. Installing permanent or temporary horizontal bracing on horizontally supported walls.

B. Place backfill on subgrades free of mud, frost, snow, or ice.

3.12 UTILITY TRENCH BACKFILL

A. Place backfill on subgrades free of mud, frost, snow, or ice.

B. Place and compact bedding course on trench bottoms and where indicated. Shape beddingcourse to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings,and bodies of conduits.1. Carefully compact initial backfill under pipe haunches and compact evenly up on both

sides and along the full length of utility piping or conduit to avoid damage or displacementof piping or conduit. Coordinate backfilling with utilities testing.

C. Place and compact final backfill to final subgrade elevation and as indicated.1. Under or within two feet of pavement edge or building use Engineered Fill as backfill2. Under non pavement areas use satisfactory soil as backfill

3.13 SOIL FILL

A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fillmaterial will bond with existing material.

B. Place and compact fill material in layers to required elevations as follows:1. Under grass and planted areas, use satisfactory soil material.2. Under walks and pavements, use satisfactory soil material.3. Under walls, use engineered fill.4. Under other slabs on grade, use engineered fill.

C. Place soil fill on subgrades free of mud, frost, snow, or ice.

3.14 SOIL MOISTURE CONTROL

A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer beforecompaction to within 2 percent of optimum moisture content.1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or

ice.2. Remove and replace, or scarify and air dry otherwise satisfactory material that exceeds

optimum moisture content by 2 percent and is too wet to compact to specified dry unitweight.

3.15 COMPACTION OF BACKFILLS AND FILLS

A. Place backfill and fill materials in layers not more than 8 inches in loose depth for materialcompacted by heavy compaction equipment, and not more than 4 inches in loose depth formaterial compacted by hand-operated tampers.1. Place backfill for self-compacting CA-7 in layers of 12” maximum for material compacted

by heavy compaction equipment or by hand operated tampers.

B. Place backfill and fill materials evenly on all sides of structures to required elevations, anduniformly along the full length of each structure.



C. Compact materials to not less than the following percentages of maximum dry density accordingto ASTM D 15571. Under structures, slabs on grade, and steps scarify and recompact top 12 inches of

existing subgrade and each layer of backfill or fill soil material at 95 percent ModifiedProctor.

2. Under pavements, curbs and walks, scarify and recompact top 4 inches of existingsubgrade and each layer of backfill or fill soil material at 95 percent Modified Proctor.

3. Under lawn or unpaved areas compact each layer of backfill or fill soil material at 85percent Modified Proctor.

3.16 GRADING

A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Complywith compaction requirements and grade to cross sections, lines, and elevations indicated.1. Provide a smooth transition between adjacent existing grades and new grades.2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface

tolerances.

B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finishsubgrades to required elevations within the following tolerances:1. Lawn or Unpaved Areas: Plus or minus 1 inch.2. Walks: Plus or minus 1/2 inch.3. Pavements: Plus or minus 1/2 inch.

3.17 SUBSURFACE DRAINAGE

A. Drainage Backfill: Place and compact filter material over subsurface drain, in width indicated, towithin 12 inches of final subgrade, in compacted layers 6 inches (150 mm) thick. Overlaydrainage backfill with 1 layer of subsurface drainage geotextile, overlapping sides and ends atleast 6 inches .1. Compact each material layer to 85 percent of maximum dry unit weight according to

ASTM D 1557.

3.18 BASE COURSE

A. Place base course on subgrades free of mud, frost, snow, or ice.

B. On prepared subgrade, place base course under pavements and walks as follows:1. Install separation geotextile on prepared subgrade according to manufacturer's written

instructions, overlapping sides and ends.2. Shape base course to required crown elevations and cross-slope grades.3. Place base course 4 inches or less in compacted thickness in a single layer.4. Compact base course at optimum moisture content to required grades, lines, cross

sections, and thickness to not less than 95 percent of maximum dry unit weight accordingto ASTM D 1557.

3.19 FIELD QUALITY CONTROL

A. Geotechnical Testing Agency: Owner will engage a qualified independent geotechnicalengineering testing agency to perform field quality-control testing.

B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed withsubsequent earthwork only after test results for previously completed work comply withrequirements.



C. Testing agency will test compaction of soils in place according to ASTM D 1557and ASTMD6938, as applicable. Tests will be performed at the following locations and frequencies:1. Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill

layer, at least 1 test for every 3500 sq. ft. or less of paved area or building slab, but in nocase fewer than 2 tests.

2. Trench Backfill: At each compacted initial and final backfill layer, at least 1 test for each250 feet or less of trench length, but no fewer than 1 tests.

D. When testing agency reports that subgrades, fills, or backfills have not achieved degree ofcompaction specified, scarify and moisten or aerate, or remove and replace soil to depthrequired; recompact and retest until specified compaction is obtained.

3.20 PROTECTION

A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keepfree of trash and debris.

B. Repair and reestablish grades to specified tolerances where completed or partially completedsurfaces become eroded, rutted, settled, or where they lose compaction due to subsequentconstruction operations or weather conditions.1. Scarify or remove and replace soil material to depth as directed by Engineer; reshape and

recompact.

C. Where settling occurs before Project correction period elapses, remove finished surfacing,backfill with additional soil material, compact, and reconstruct surfacing.1. Restore appearance, quality, and condition of finished surfacing to match adjacent work,

and eliminate evidence of restoration to greatest extent possible.

3.21 DISPOSAL OF SURPLUS AND WASTE MATERIALS

A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil,trash, and debris, and legally dispose of it off Owner's property.


DIVISION 32


TURF AND GRASSES 329200 - 1

SECTION 329200 - TURF AND GRASSES

PART 1 - GENERAL



1.2 SUMMARY

A. Section Includes:1. Seeding.2. Sodding.3. Turf renovation.4. Erosion-control material(s).

B. Related Sections:1. Division 31 Section "Site Clearing" for topsoil stripping and stockpiling.2. Division 31 Section "Earth Moving" for excavation, filling and backfilling, and rough

grading.3. Division 32 Sections "Native Area Seeding" and “Native Area Plug Plantings” for

restoration of native vegetated areas

1.3 DEFINITIONS

A. Finish Grade: Elevation of finished surface of planting soil.

B. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating apest. This includes insecticides, miticides, herbicides, fungicides, rodenticides, andmolluscicides. It also includes substances or mixtures intended for use as a plant regulator,defoliant, or desiccant.

C. Pests: Living organisms that occur where they are not desired or that cause damage to plants,animals, or people. These include insects, mites, grubs, mollusks (snails and slugs), rodents(gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses.

D. Planting Soil: Standardized topsoil; existing, native surface topsoil; existing, in-place surfacesoil; imported topsoil; or manufactured topsoil that is modified with soil amendments andperhaps fertilizers to produce a soil mixture best for plant growth.

E. Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or topsurface of a fill or backfill before planting soil is placed.

F. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organicmatter and soil organisms.

G. Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. Inundisturbed areas, the surface soil is typically topsoil, but in disturbed areas such as urbanenvironments, the surface soil can be subsoil.



1.4 SUBMITTALS

A. Product Data: For each type of product indicated.1. Pesticides and Herbicides: Include product label and manufacturer's application

instructions specific to this Project.

B. Certification of Grass Seed: From seed vendor for each grass-seed monostand or mixturestating the botanical and common name, percentage by weight of each species and variety, andpercentage of purity, germination, and weed seed. Include the year of production and date ofpackaging.1. Certification of each seed mixture for turfgrass sod. Include identification of source and

name and telephone number of supplier.

C. Qualification Data: For qualified landscape Installer.

D. Maintenance Instructions: Provide documentation of recommended procedures formaintenance of prairie grasses during first two calendar years from qualified landscape installer.Submit before expiration of required initial maintenance periods.


A. Installer Qualifications: A qualified landscape Installer whose work has resulted in successfulturf establishment.1. Professional Membership: Installer shall be a member in good standing of either the

Professional Landcare Network or the American Nursery and Landscape Association.2. Installer's Field Supervision: Require Installer to maintain an experienced full-time

supervisor on Project site when work is in progress.3. Pesticide Applicator: State licensed, commercial.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Seed and Other Packaged Materials: Deliver packaged materials in original, unopenedcontainers showing weight, certified analysis, name and address of manufacturer, andindication of conformance with state and federal laws, as applicable.

B. Sod: Harvest, deliver, store, and handle sod according to requirements in "Specifications forTurfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and Installation" inTPI's "Guideline Specifications to Turfgrass Sodding." Deliver sod in time for planting within 24hours of harvesting. Protect sod from breakage and drying.

C. Bulk Materials:1. Do not dump or store bulk materials near structures, utilities, walkways and pavements,

or on existing turf areas or plants.2. Provide erosion-control measures to prevent erosion or displacement of bulk materials,

discharge of soil-bearing water runoff, and airborne dust reaching adjacent properties,water conveyance systems, or walkways.

3. Accompany each delivery of bulk fertilizers and soil amendments with appropriatecertificates.


A. Planting Restrictions: Plant during one of the following periods. Coordinate planting periodswith initial maintenance periods to provide required maintenance from date of plantingcompletion.



1. Spring Planting: Early spring (as soon as the soil is free of frost and in a workablecondition but no later than June 30.

2. Fall Planting: No earlier than September 1.

B. Weather Limitations: Proceed with planting only when existing and forecasted weatherconditions permit planting to be performed when beneficial and optimum results may beobtained. Apply products during favorable weather conditions according to manufacturer'swritten instructions.

1.8 MAINTENANCE SERVICE

A. Initial Turf Maintenance Service: Provide full maintenance by skilled employees of landscapeInstaller. Maintain as required in Part 3. Begin maintenance immediately after each area isplanted and continue until acceptable turf is established but for not less than the followingperiods:1. Seeded Turf: 60 days from date of planting completion.

a. When initial maintenance period has not elapsed before end of planting season, orif turf is not fully established including dormant season, continue maintenanceduring next planting season.

2. Sodded Turf: 30 days from date of planting completion

PART 2 - PRODUCTS

2.1 SEED

A. Grass Seed: Fresh, clean, dry, new-crop seed complying with AOSA's "Journal of SeedTechnology; Rules for Testing Seeds" for purity and germination tolerances.

B. Seed Species: Seed of grass species as follows, with not less than 98 percent germination, notless than 88 percent pure seed, and not more than 0.5 percent weed seed:1. Athletic field turf mix: Proportioned by weight as follows:

a. 30 percent Kentucky bluegrass (Blacksburg).b. 20 percent Kentucky bluegrass (Rugby)c. 20 percent Kentucky bluegrass (Denim)d. 10 percent chewings red fescue (Festuca rubra variety).e. 10 percent perennial ryegrass (Charger II).f. 10 percent redtop (Agrostis alba).

2. Shade: Proportioned by weight as follows:a. 50 percent chewings red fescue (Festuca rubra variety).b. 35 percent rough bluegrass (Poa trivialis).c. 15 percent redtop (Agrostis alba).

2.2 TURFGRASS SOD

A. Turfgrass Species: Sod of grass species as follows, with not less than 97 percent germination,not less than 90 percent pure seed, and not more than 0.5 percent weed seed:1. Full Sun: Kentucky bluegrass (Poa pratensis), a minimum of three cultivars.2. Sun and Partial Shade: Proportioned by weight as follows:

a. 50 percent Kentucky bluegrass (Poa pratensis).b. 30 percent chewings red fescue (Festuca rubra variety).c. 10 percent perennial ryegrass (Lolium perenne).d. 10 percent redtop (Agrostis alba).



2.3 ORGANIC SOIL AMENDMENTS

A. Compost: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8;moisture content 35 to 55 percent by weight; 100 percent passing through 1-inch sieve; notexceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and asfollows:1. Organic Matter Content: 50 to 60 percent of dry weight.

B. Manure: Well-rotted, unleached, stable or cattle manure containing not more than 25 percentby volume of straw, sawdust, or other bedding materials; free of toxic substances, stones,sticks, soil, weed seed, and material harmful to plant growth.

2.4 FERTILIZERS

A. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, consisting offast- and slow-release nitrogen, 50 percent derived from natural organic sources of ureaformaldehyde, phosphorous, and potassium in the following composition:1. Composition: 270 lbs/acre. Applied at a 1:1:1 ratio of nitrogen, phosphorous, and

potassium, by weight as follows:a. Nitrogen Fertilizer Nutrients: 90 lbs/acreb. Phosphorous Nutrients: 90 lbs/acrec. Potassium Fertilizer Nutrients: 90 lbs/acre

2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soilreports from a qualified soil-testing laboratory.

2.5 TOPSOIL

A. Refer to Division 312000 Section “Earth Moving” for description of topsoil.1. Supplement with topsoil when quantities are insufficient.2. Imported topsoil or manufactured topsoil from off-site sources. Obtain topsoil displaced

from naturally well-drained construction or mining sites where topsoil occurs at least 6inches deep; do not obtain from bogs or marshes.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas to be planted for compliance with requirements and other conditions affectingperformance.1. Verify that no foreign or deleterious material or liquid such as paint, paint washout,

concrete slurry, concrete layers or chunks, cement, plaster, oils, gasoline, diesel fuel,paint thinner, turpentine, tar, roofing compound, or acid has been deposited in soil withina planting area.

2. Do not mix or place soils and soil amendments in frozen, wet, or muddy conditions.3. Suspend soil spreading, grading, and tilling operations during periods of excessive soil

moisture until the moisture content reaches acceptable levels to attain the requiredresults.

4. Uniformly moisten excessively dry soil that is not workable and which is too dusty.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

C. If contamination by foreign or deleterious material or liquid is present in soil within a plantingarea, remove the soil and contamination as directed by Architect and replace with new plantingsoil.



3.2 PREPARATION

A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, andplantings from damage caused by planting operations.1. Protect grade stakes set by others until directed to remove them.

3.3 TURF AREA PREPARATION

A. Limit turf subgrade preparation to areas to be planted.

B. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 inches. Remove stoneslarger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter andlegally dispose of them off Owner's property.1. Apply fertilizer directly to subgrade before loosening.

a. Delay mixing fertilizer with planting soil if planting will not proceed within a fewdays.

2. Spread topsoil to a depth of 6 inches but not less than required to meet finish gradesafter light rolling and natural settlement. Do not spread if planting soil or subgrade isfrozen, muddy, or excessively wet.a. Reduce elevation of planting soil to allow for soil thickness of sod.

C. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformlyfine texture. Grade to within plus or minus 1 inch of finish elevation. Roll and rake, removeridges, and fill depressions to meet finish grades. Limit finish grading to areas that can beplanted in the immediate future.

D. Moisten prepared area before planting if soil is dry. Water thoroughly and allow surface to drybefore planting. Do not create muddy soil.

E. Before planting, obtain Architect's acceptance of finish grading; restore planting areas if erodedor otherwise disturbed after finish grading.

3.4 SEEDING

A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when windvelocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions atright angles to each other.

B. Sow seed at a total rate of 5 to 6 lb/1000 sq. ft.

C. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with fine spray.

D. Protect seeded areas with erosion-control mats where shown on Drawings; install and anchoraccording to manufacturer's written instructions.

3.5 SODDING

A. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen ormuddy.

B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretchor overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage tosubgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade,eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minorcracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass.



1. Lay sod across angle of slopes exceeding 1:4.2. Anchor sod on slopes exceeding 1:6 with wood pegs spaced as recommended by sod

manufacturer but not less than 2 anchors per sod strip to prevent slippage.

C. Saturate sod with fine water spray within two hours of planting. During first week after planting,water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2inches below sod.

3.6 TURF RENOVATION

A. Renovate existing turf damaged by Contractor's operations, such as storage of materials orequipment and movement of vehicles.1. Reestablish turf where settlement or washouts occur or where minor regrading is

required.2. Install new planting soil as required.

B. Remove sod and vegetation from diseased or unsatisfactory turf areas; do not bury in soil.

C. Remove topsoil containing foreign materials such as oil drippings, fuel spills, stones, gravel, andother construction materials resulting from Contractor's operations, and replace with newplanting soil.

D. Mow, dethatch, core aerate, and rake existing turf.

E. Remove weeds before seeding. Where weeds are extensive, apply selective herbicides asrequired. Do not use pre-emergence herbicides.

F. Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf,and legally dispose of them off Owner's property.

G. Till stripped, bare, and compacted areas thoroughly to a soil depth of 6 inches.

H. Apply soil amendments and initial fertilizers required for establishing new turf and mixthoroughly into top 4 inches of existing soil. Install new planting soil to fill low spots and meetfinish grades.

I. Apply seed and protect with straw mulch / sod as required for new turf.

J. Water newly planted areas and keep moist until new turf is established.

3.7 TURF MAINTENANCE

A. Maintain and establish turf by watering, fertilizing, weeding, mowing, trimming, replanting, andperforming other operations as required to establish healthy, viable turf. Roll, regrade, andreplant bare or eroded areas and remulch to produce a uniformly smooth turf. Provide materialsand installation the same as those used in the original installation.1. Fill in as necessary soil subsidence that may occur because of settling or other

processes. Replace materials and turf damaged or lost in areas of subsidence.2. In areas where mulch has been disturbed by wind or maintenance operations, add new

mulch and anchor as required to prevent displacement.3. Apply treatments as required to keep turf and soil free of pests and pathogens or

disease. Use integrated pest management practices whenever possible to minimize theuse of pesticides and reduce hazards.



B. Watering: Install and maintain temporary piping, hoses, and turf-watering equipment to conveywater from sources and to keep turf uniformly moist to a depth of 4 inches.1. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or

mulch. Lay out temporary watering system to avoid walking over muddy or newly plantedareas.

2. Water turf with fine spray at a minimum rate of 1 inch per week unless rainfallprecipitation is adequate.

C. Mow turf as soon as top growth is tall enough to cut. Repeat mowing to maintain specifiedheight without cutting more than 1/3 of grass height. Remove no more than 1/3 of grass-leafgrowth in initial or subsequent mowings. Do not delay mowing until grass blades bend over andbecome matted. Do not mow when grass is wet. Schedule initial and subsequent mowings tomaintain the following grass height:

3.8 SATISFACTORY TURF

A. Turf installations shall meet the following criteria as determined by Architect:1. Satisfactory Seeded Turf: At end of maintenance period, a healthy, uniform, close stand

of grass has been established, free of weeds and surface irregularities, with coverageexceeding 95 percent over any 10 sq. ft. and bare spots not exceeding 5 by 5 inches.

2. Satisfactory Sodded Turf: At end of maintenance period, a healthy, well-rooted, even-colored, viable turf has been established, free of weeds, open joints, bare areas, andsurface irregularities.

B. Use specified materials to reestablish turf that does not comply with requirements and continuemaintenance until turf is satisfactory.

3.9 CLEANUP AND PROTECTION

A. Promptly remove soil and debris created by turf work from paved areas. Clean wheels ofvehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas.

B. Erect temporary fencing or barricades and warning signs as required to protect newly plantedareas from traffic. Maintain fencing and barricades throughout initial maintenance period andremove after plantings are established.

C. Remove nondegradable temporary erosion-control measures after grass establishment period.



NATIVE AREA SEEDING 32 92 01 - 1

SECTION 32 92 01 -NATIVE AREA SEEDING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:1. Preparation2. Seeding3. Maintenance

B. Related Sections include the following:1. Division 01 Section "Alternates" for 3-year maintenance and monitoring plan2. Division 31 Section "Site Clearing" for temporary erosion and sedimentation control


3. Division 31 Section “Contaminated Soil, General Construction & Demolition Debris

1.2 ENVIRONMENTAL REQUIREMENTS

A. Installation shall be performed between April 20 and July 20. If site is prepared at anyother time of the year, stabilize with the following seed mix per acre.

1. 64 lbs seed oats (Avena sativa)2. 25 lbs annual ryegrass (Lolium multiflorum)

Under no circumstances shall the site be stabilized with winter rye, grain rye, or winterwheat. These plants produce toxins that inhibit prairie seed germination.

B. Site shall have a firm seed bed. If walking compacts soil over ½ inch, the site shall beculti-packed.

1.3 MATERIALS

A. All native seed shall be stored in a cooler at 40 degrees Fahrenheit prior to installation.All native seed must be of wild ecotype. No hybrids or cultivars may be included. Seedshall be local genotype as supplied by Spence Restoration Nursery or an approvedlocal source. These specifications do not apply to the temporary matrix.

PART 2 - PRODUCTS

2.1 SEED MIXTURES

A. Low-Profile Prairie Seed Mix

1. Permanent Grasses:BOTANICAL NAME COMMON NAME PLS OUNCES/ACREBouteloua curtipendula Side Oats Grama 128Carex bicknelli Copper-shouldered Oval Sedge 6Carex brevior Plains Oval Sedge 4Carex molesta Field Oval Sedge 2Elymus canadensis Canada Wild Rye 32.00Juncus dudleyi Dudley’s Rush 0.125



Panicum virgatum Switch Grass 8Schizachyrium scoparium Little Bluestem 48

Total 228.125

2. Forbs:BOTANICAL NAME COMMON NAME PLSOUNCES/ACREAllium cemuum Nodding Onion 3.00Amorpha canescens Lead Plant 2.00Asclepias tuberosa Butterfly Milkweed 16.00Baptisia alba White Wild Indigo 2.50Chamaecrista fasciculata Partridge Pea 14.00Coreopsis lanceolata Sand Coreopsis 6.00Coreopsis palmata Prairie Coreopsis 4.00Dalea purpurea Purple Prairie Clover 8.00Echinacea pallida Pale Purple Coneflower 16.00Echinacea purpurea Broad-Leaved Purple Coneflower 6.00Eryngium yuccifolium Rattlesnake Master 4.00Euphorbia corollate Flowering Spurge 4.00Heliopsis helianthoides Early Sunflower 6.00Lespedeza capitata Round-Head Bush Clover 4.00Liatris aspera Button Blazing Star 3.00Liatris pycnostachya Prairie Blazing Star 4.00Monarda fistulosa Wild Bergamot 2.00Parthenium integrifolium Wild Quinine 8.00Penstemon digitalis Foxglove Beard Tongue 2.00Pycnanthemum virginianum Slender Mountain Mint 0.25Ratibida pinnata Yellow Coneflower 4.00Rudbeckia fulgida Orange Coneflower 4.00Rudbeckia hirta Black-Eyed Susan 8.00Solidago juncea Early Goldenrod 0.50Solidago rigida Stiff Goldenrod 1.00Symphyotrichum ericoides Heath Aster 1.00Symphyotrichum laeve Smooth Blue Aster 1.00Symphyotrichum novae-angliae New England Aster 0.50Tradescantia ohiensis Ohio Spiderwort 8.00Verbena stricta Hoary Vervain 2.00Zizia aurea Golden Alexanders 16.00

Total 162.75

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify the site is within 4 inches of specified grade. Verify that seedbed is sufficientlyfirm.

B. Verify that the site is clean and free of debris.

3.2 PREPARATION

A. If vegetation exists on the site, apply a glyphosate herbicide at least three days prior toinstallation on all actively growing vegetation. Never apply fertilizer to the site.



B. Install seed when soil is sufficiently dry so that soil does not stick to the packer wheelson the drill.

C. Ensure the drill is properly calibrated to sow the specified amount of seed over thespecified area. Ensure complete coverage of the specified area.

3.3 MAINTENANCE

A. Mow at a height of 4 to 6 inches when the oats set seed heads. Mow at a height of 4 to6 inches once a month or whenever weed growth reaches 10 inches for the remainderof the first season.

B. If cool season weed growth is heavy in the spring of the second season, mow once inlate May.

C. See monitoring and maintenance plan sheet for 3 year monitoring and maintenanceplan.

3.4 ACCEPTANCE

A. For acceptance at the beginning of the second growing season, the following conditionsshall be met.

1. Coverage - 90 % of each plant community shall be covered with vegetation.2. Presence - 60 % of the species planted should be alive and present.3. Abundance - 40 % of the vegetation should be native species of the permanent

matrix.



NATIVE AREA PLUG PLANTINGS 32 93 01 - 1

SECTION 32 93 01 – NATIVE AREA PLUG PLANTINGS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:1. Preparation.2. Plug Installation3. Maintenance.

B. Related Sections include the following:1. Division 01 Section "Alternates" for 3-year maintenance and monitoring plan2. Division 31 Section "Site Clearing" for temporary erosion and sedimentation control


3. Division 31 Section “Contaminated Soil, General Construction & Demolition DebrisDisposal” for soil remediation requirements and procedures.

4. Division 31 Section Acceptance of Backfill and Topsoil for environmental requirements ofall imported materials

1.2 ENVIRONMENTAL REQUIREMENTS

A. Installation shall be performed between April 1 and October 1. If site is prepared at any othertime of the year, stabilize with the following seed mix per acre.

1. 64 lbs seed oats (Avena sativa)2. 25 lbs annual ryegrass (Lolium multiflorum)3. Under no circumstances shall the site be stabilized with winter rye, grain rye, or winter

wheat. These plants produce toxins that inhibit native plant growth.

PART 2 - PRODUCTS

2.1 PLUGS

A. Plugs shall be in 2 3/8” square X 3 ¾” deep open-bottomed pots. No species shall besubstituted without approval of the landscape architect.

B. Plugs shall be inoculated with VAM (Vesicular Arbuscular Mycorrhizae) endomycorrhizal fungias provided by approved source where available.

C. Plugs shall installed in basin bottom after basin bottom is seeded with detention Low ProfilePrairie Mix as shown on drawings.

D. Plugs shall be installed in the quantities as indicated on the planting plans.

2.2 PLUG SPECIES

A. Grasses

1. Carex bicknellii (Copper Shouldered Oval Sedge)2. Carex brevior (Plains Oval Sedge)3. Carex frankii (Bristly Cattail Sedge)4. Eleocharis smallii (Creeping Spike Rush)



5. Elymus canadensis (Canada Wildrye)6. Glyceria stricta (Fowl Manna Grass)7. Panicum virgatum (Switchgrass)

B. Wildflowers

1. Asclepias incarnata (Marsh Milkweed)2. Aster novae-angliae (New England Aster)3. Aster puniceus (Swamp Aster)4. Echinacea pallida (Pale Purple Coneflower)5. Echinacea purpurea (Purple Coneflower)6. Eurybia macrophylla (Big-Leafed Aster)7. Liatris pycnostachya (Prairie Blazing Star)8. Monarda fistulosa (Wild Bergamot)9. Pycnanthemum virginianum (Mountain Mint)10. Rudbeckia fulgida (Orange Coneflower)11. Rudbeckia speciosa var ‘sullivantii’ (Black-Eyed Susan)12. Tradescantia ohiensis (Spiderwort)13. Verbena hastata (Blue Vervain)14. Zizea aurea (Golden Alexanders)

PART 3 - EXECUTION

3.1 VERIFICATION

A. Verify that site is at specified grade with the specified soil mix placed but not compacted

B. Verify that site is clean and free of debris.

3.2 PREPARATION

A. If vegetation including cover crop exists on the site, apply a 2 % glyphosate herbicide at leasttwo weeks prior to installation on all actively growing vegetation. Verify that a good kill hasresulted from the herbicide application prior to planting.

B. Do not apply any fertilizer

3.3 INSTALLATION

A. Use an auger or other appropriate tool to excavate planting holes on 1 foot centers in astaggered pattern.

B. Evenly distribute grasses and sedges throughout planting. Place wildflowers in informal drifts of3-7 of any one species with the edges blended into adjacent species to avoid a formalappearance.

C. Plant plugs level with existing soil grade. Be certain that soil is placed around the plugs andfirmed into place. Do not fill around plugs with mulch.

D. Thoroughly soak plugged area with water until soil is moist to a depth of 4 inches.

3.4 MAINTENANCE

A. Pull weeds of the following species deemed detrimental to prairie plantings.

1. Canada Thistle (Cirsium arvense)



2. Queen Anne's Lace (Daucus carota)3. Sweet Clover (Melilotus spp)

B. Supplement rainfall with watering so that plugs area receives 1 inch of water per week for thefirst 6 weeks or until thoroughly established.

C. See monitoring and maintenance plan sheet for 3 year monitoring and maintenance plan.

3.5 ACCEPTANCE

A. Plugs shall exhibit vigorous growth and be thoroughly rooted by the end of first growing season.

B. A minimum of 95% of plugs shall be alive and growing at the end of the first growing season.


DIVISION 33


STORM UTILITY DRAINAGE PIPING 334100 - 1

SECTION 334100 - STORM UTILITY DRAINAGE PIPING

PART 1 - GENERAL



1.2 SUMMARY

A. This Section includes gravity-flow, non-pressure storm drainage outside the building.

B. Related Sections include the following:1. Division 15 Sections.

1.3 DEFINITIONS

A. PVC: Polyvinyl chloride plastic

B. HDPE: High Density Polyethylene.

C. RCP: Reinforce Concrete Sewer Pipe

1.4 PERFORMANCE REQUIREMENTS

A. Gravity-Flow, Nonpressure, Drainage-Piping Pressure Ratings: At least equal to system testpressure.

1.5 SUBMITTALS

A. Product Data: For the following:1. Piping materials.

B. Field Test Reports: Indicate and interpret test results for compliance with performancerequirements.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Do not store plastic structures, pipe, and fittings in direct sunlight.

B. Protect pipe, pipe fittings, and seals from dirt and damage.

C. Handle precast concrete manholes and other structures according to manufacturer's writtenrigging instructions.


A. Site Information: Perform site survey and verify existing utility locations.

B. Locate existing structures and piping to be closed and abandoned.



C. Existing Storm Drainage Service: Do not interrupt utilities serving facilities occupied by Owneror others unless permitted under the following conditions and then only after arranging toprovide temporary utility services according to requirements indicated:1. Notify Engineer no fewer than two days in advance of proposed interruption of service.2. Do not proceed with utility interruptions without Engineer's written permission.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Available Manufacturers: Subject to compliance with the requirements of the Drawings andAuthorities Having Jurisdiction.

2.2 PIPES AND FITTINGS

A. Corrugated HDPE Pipe and Fittings: AASHTO M 294, Type S, with smooth waterway forcouplingSoiltight Couplings: AASHTO M 294, corrugated, matching pipe and fittings to form

soiltight joints.

B. PVC Sewer Pipe and Fittings:1. PVC Sewer Pipe and Fittings, 15” and Smaller: ASTM D 3034, SDR 26, gasketed joints.

a. Gaskets: ASTM F 477, elastomeric seals.

C. Reinforced-Concrete (RCP) Sewer Pipe and Fittings: ASTM C 76, Class III, with gasketedjoints.1. Gaskets: ASTM C 443, rubber.

2.3 PERFORATED-WALL PIPES AND FITTINGS

A. Perforated PE Pipe and Fittings:1. 6-inch and Smaller: ASTM F 405 or AASHTO M 252, Type CP; corrugated, for coupled

joints.

B. Perforated PVC Sewer Pipe and Fittings: AASHTO M 278, bell-and-spigot ends.

2.4 SPECIAL PIPE COUPLINGS AND FITTINGS

A. Comply with ASTM C 1173, elastomeric, sleeve-type, reducing or transition coupling, for joiningunderground nonpressure piping. Include ends of same sizes as piping to be joined, andcorrosion-resistant-metal tension band and tightening mechanism on each end.

B. Sleeve Materials: ASTM C 1173, rubber or elastomeric sleeve and band assembly fabricated tomate with OD of pipes to be joined, for nonpressure joints.1. Sleeve Material for Concrete Pipe: ASTM C 443, rubber.2. Sleeve Material for Plastic Pipe: ASTM F 477, elastomeric seal.3. Sleeve Material for Dissimilar Pipe: Compatible with pipe materials being joined.4. Bands: Stainless steel, at least one at each pipe insert.

C. Unshielded Flexible Couplings: Elastomeric sleeve with stainless steel tension band andtightening mechanism on each end.

2.5 AREA DRAINS



A. Drain Basins and inline Drains: PVC Subsurface inlet per ASTM D2321 guidelines, Nyloplast orapproved Equal.

1. H-20 rated installation in paved areas.2. H-10 rated installation in pedestrian areas.3. Frame and Grate Shall Be Ductile Iron ASTM A536 grade 70-50-05.4. Lids shall be bolted.

PART 3 - EXECUTION

3.1 EARTHWORK

A. Excavating, trenching, and backfilling are specified in Division 31 Section "Earth Mooving."

3.2 PIPING APPLICATIONS

A. Refer to Part 2 of this Section for detailed specifications for pipe and fitting products listedbelow. Use pipe, fittings, and joining methods according to applications indicated.

3.3 INSTALLATION, GENERAL

A. General Locations and Arrangements: Drawing plans and details indicate general location andarrangement of underground storm drainage piping. Location and arrangement of piping layouttake design considerations into account. Install piping as indicated, to extent practical.

B. Install piping beginning at low point, true to grades and alignment indicated with unbrokencontinuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves,and couplings according to manufacturer's written instructions for use of lubricants, cements,and other installation requirements. Maintain swab or drag in line, and pull past each joint as itis completed.

C. Use fittings for branch connections, unless direct tap into existing sewer is indicated.

D. Use proper size increasers, reducers, and couplings where different sizes or materials of pipesand fittings are connected. Reducing size of piping in direction of flow is prohibited.

E. Install gravity-flow piping and connect to building's storm drains, of sizes and in locationsindicated. Terminate piping as indicated.

F. Extend storm drainage piping and connect to building's storm drains, of sizes and in locationsindicated. Terminate piping as indicated.

3.4 PIPE JOINT CONSTRUCTION AND INSTALLATION

A. General: Join and install pipe and fittings according to installations indicated.

B. PE Pipe and Fittings:1. Install according to ASTM D 2321 and manufacturer's written instructions.

C. PVC Sewer Pipe and Fittings:1. Join pipe and gasketed fittings with gaskets according to ASTM D 2321.

D. Concrete Pipe and Fittings: Install according to ACPA's "Concrete Pipe Installation Manual."Use the following seals:1. Round Pipe and Fittings: ASTM C 443, rubber gaskets.



E. Join piping made of different materials or dimensions with couplings made for this application.Use couplings that are compatible with and that fit both systems' materials and dimensions.

3.5 AREA DRAIN INSTALLATION

A. Install per manufacturer’s recommendations.

B. Install type of drains in locations indicated.

C. Set drain frames and covers with tops flush with pavement surface.

3.6 TAP CONNECTIONS

A. Make connections to existing piping and underground structures so finished Work complies asnearly as practical with requirements specified for new Work.

B. Use commercially manufactured wye fittings for piping branch connections. Remove section ofexisting pipe; install wye fitting into existing piping; and encase entire wye fitting, plus 6-inchoverlap, with not less than 6 inches of concrete with 28-day compressive strength of 3000 psi.

C. Protect existing piping and structures to prevent concrete or debris from entering while makingtap connections. Remove debris or other extraneous material that may accumulate.

3.7 FIELD QUALITY CONTROL

A. Clear interior of piping and structures of dirt and superfluous material as work progresses.Maintain swab or drag in piping, and pull past each joint as it is completed.1. Place plug in end of incomplete piping at end of day and when work stops.2. Flush piping between manholes and other structures to remove collected debris, if

required by authorities having jurisdiction.

B. Inspect interior of piping to determine whether line displacement or other damage has occurred.Inspect after approximately 24 inches of backfill is in place, and again at completion of Project.1. Submit separate reports for each system inspection.2. Defects requiring correction include the following:

a. Alignment: Less than full diameter of inside of pipe is visible between structures.b. Deflection: Flexible piping with deflection that prevents passage of ball or cylinder

of size not less than 92.5 percent of piping diameter.c. Crushed, broken, cracked, or otherwise damaged piping.d. Infiltration: Water leakage into piping.e. Exfiltration: Water leakage from or around piping.

3. Replace defective piping using new materials, and repeat inspections until defects arewithin allowances specified.

4. Reinspect and repeat procedure until results are satisfactory.

3.8 CLEANING

A. Clean interior of piping of dirt and superfluous materials.


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