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PROJECT MANUAL Addition to Westside Transportation Center Carmel Clay Schools Carmel, Indiana ARCHITECT PROJECT NO. 211118.00 TSC PROJECT NO. 212012 Book 1 of 2 Divisions 0 & 1 February
28, 2012
TSC 212012 Title Page 00 00 10 PROJECT MANUAL VOLUME I PROJECT: Additions to Westside Transportation Center 12425 Shelborne Road Carmel, IN 46032 TSC PROJECT NO.: 212012 A/E PROJECT
NO.: 21111800 OWNER: Carmel Clay Schools 5201 E. 131st Carmel, IN 46033 Street ARCHITECT/ENGINEER: Fanning/Howey Associates, Inc. DATED: February 28, 2012 PRE-BID CONFERENCE/SITE EXAMINATION:
March 12, 2012 11:00 AM Westside Transportation Center 12425 Shelborne Road Carmel, IN 46032 BIDS RECEIVED: March 27, 2012 11:00 AM Carmel Education Services Center 5201 E. 131st Carmel,
IN 46033 Street BIDDERS' CONTACTS: ARCHITECT/ENGINEER: Fanning/Howey Associates, Inc. 9025 N. River Road, Suite 200 Indianapolis, IN 46240 Project Architect: Andy Miller Phone: (317)
848 – 0966 CONSTRUCTION MANAGER: THE SKILLMAN CORPORATION 3834 S. Emerson Avenue Indianapolis, IN 46203 Project Manager: Pat Portteus Phone: (317) 783-6151
BIDDING
TSC 212012 Notice to Bidders Section 00 02 00-1 SECTION 00 02 00 -NOTICE TO BIDDERS NOTICE TO BIDDERS Notice is hereby given that sealed bids will be received: By: Carmel Clay Schools
5201 East 131st Carmel, IN 46033 Street For: Additions to Westside Transportation Center 12425 Shelborne Road Carmel, IN 46032 At: Carmel Clay Schools Education Services Center 5201
East 131st Carmel, IN 46033 Street Until: 11:00 AM (local time), March 27, 2012 Bid Opening: Bids will be publicly opened and read aloud at 11:00 AM (local time), in the Carmel Clay
Schools Education Services Center, 5201 East 131st Street, Carmel, IN 46033 All work for the complete construction of the Project will be under one or more prime contracts with the Owner
based on bids received and on combinations awarded. The Construction Manager will manage the construction of the Project. Construction shall be in full accordance with the Bidding Documents
which are on file with the Owner and may be examined by prospective bidders at the following locations: Office of the Construction Manager The Skillman Corporation 3834 S. Emerson Avenue,
Building A Indianapolis, IN 46203 Office of the Architect Fanning/Howey Associates, Inc. 9025 N. River Road Suite 200 Indianapolis, IN 46240 Carmel Clay Schools 5201 East 131st Carmel,
IN 46033 Street
TSC 212012 Notice to Bidders Section 00 02 00-2 Prime and Non-Prime Contract Bidders must place an order on www.skillmanplanroom.com to be able to download documents electronically or
request printed documents. There is no cost for downloading the bidding documents. Bidders desiring printed documents shall pay for the cost of printing, shipping and handling. Reprographic
Services are provided by: Eastern Engineering 9901 Allisonville Road, Fishers, IN 46038, Phone 317-598-0661 WAGE SCALE: As required by the Indiana Code, a minimum wage has been determined
for this Project and will be on file at the office of the Owner at least fifteen (15) days prior to the date set for receipt of bids. Contractor shall pay wage rates as established by
this Wage Scale. Said Wage Scale is a part of this Contract and is incorporated herein as fully as if here set forth. A Pre-Bid Conference will be held on March 12, 2012 at 11:00 AM,
local time, at Westside Transportation Center, 12425 Shelborne Road, Carmel, IN 46032. Attendance by bidders is optional, but recommended, in order to clarify or answer questions concerning
the Drawings and Project Manual for the Project. Bid security in the amount of ten percent (10%) of the Bid must accompany each Bid in accordance with the Instructions to Bidders. The
successful Bidders will be required to furnish Performance and Payment Bonds for one hundred percent (100%) of their Contract amount prior to execution of Contracts. Contractors submitting
bids for the performance of any Work as specified in this building Project should make such Bids to Carmel Clay Schools. Contractors are advised that the Contract as finally entered
into with any successful Bidder may be entered into with either the School Corporation or the Building Corporation or certain portions of the Contract may be entered into by both the
School Corporation and the Building Corporation. The Owner reserves the right to accept or reject any Bid (or combination of Bids) and to waive any irregularities in bidding. All Bids
may be held for a period not to exceed 60 days before awarding contracts. Carmel Clay Schools Board of School Trustees END OF SECTION 00 02 00
TSC 212012 Instructions to Bidders Section 00 10 00-1 SECTION 00 10 00 -INSTRUCTIONS TO BIDDERS To be considered, bids must be submitted in accordance with these Instructions to Bidders.
PART 1 -GENERAL General Information Notes A. Definitions set forth in the amended General Conditions of the Contract for Construction, AIA Document A232-2009 Edition, are applicable
to these Instructions to Bidders. B. Communications for the administration of the Contract shall be as set forth in the amended General Conditions and, in general, shall be through the
Construction Manager. 1.01 DOCUMENTS A. The Construction Manager/Architect will not be responsible for choosing correct sheets for Contractor. Contractor shall identify sheets he requests.
B. Prime Bidders shall obtain complete sets of Bidding Documents. C. Failure to Execute Contract Documents: In the event the bidder withdraws the bid or fails to execute a satisfactory
Contract and furnish a satisfactory Contract Performance Bond and Payment Bond with a surety company in accordance with Article 1.16 of these Instructions to Bidders within 10 days after
a contract has been awarded to such a bidder by the Owner, said Owner may declare such certified or cashier’s check or bid bond forfeited to the Owner for extra costs incurred by reason
of delay of the project and obtaining acceptable prices from another bidder. D. Test Boring Data concerning subsurface materials or conditions which are based upon test pits or test
borings has been obtained by the Owner for the Architect’s use in designing Project. A copy of this report is included in this Project Manual as Section 00 20 00. Its accuracy or completeness
is not guaranteed by the Owner, Architect or Construction Manager and in no event is it to be considered as part of the Contract Drawings and Specifications. The Contractor must assume
all responsibility in excavating for this Project and shall not rely on subsurface information obtained from Architect, Construction Manager, or Owner. Bidders shall make their own investigation
of existing subsurface conditions; neither Owner, Construction Manager, nor Architect will be responsible in any way for additional compensation for excavation work performed under the
Contract due to Contractor’s assumptions based on Test Boring Data prepared solely for Architect’s use.
TSC 212012 Instructions to Bidders Section 00 10 00-2 1.02 BIDDERS' EXAMINATION AND REPRESENTATION A. Before submitting a bid, each Bidder should carefully examine the Documents and
the construction site and fully inform himself with the limitations and conditions related to the Work included in his bid and shall include in his Bid a sum to cover the cost of such
items. Contractors will not be given extra payments for conditions, which could have been determined by examining the site and the documents. B. It is the purpose and intent of the Contract
Documents that a fully complete job be accomplished. It shall be each Bidder's responsibility to include costs necessary to provide labor and materials for that portion of the Work bid
upon, including incidentals, whether or not specifically required in the Specifications and Drawings. C. Each Bidder by making his bid represents that he has read and understands the
bidding documents. D. Each Bidder by making his Bid represents that he has visited the site and familiarized himself with the local conditions under which the Work shall be performed.
E. Each Bidder shall be responsible for being completely familiar with the work of other bid package(s), which require interface of Work with the bid package(s) on which the Bidder is
bidding. F. No allowance shall be subsequently made in behalf of a Bidder by reason of an error or oversight on its part resulting from its failure to so examine the Construction Documents
for the other trades. G. Each Bidder understands that past acceptance of products does not assure acceptance on this Project. Products not specifically specified require requests for
approval prior to bid due date. H. This is a construction management project. There is no General Contractor. All Contractors on this Project are considered Prime Contractors. The Owner
will award separate Contracts for all Bid Categories involved in the Project. The Project will be managed and coordinated by the Construction Manager, as a representative of the Owner.
I. Safety Program. Each Contractor and subcontractor is responsible for the safety and security of employees and Work areas under their control and will, therefore, provide a written
safety and HAZCOM program to The Skillman Corporation for jobsite file.
TSC 212012 Instructions to Bidders Section 00 10 00-3 1.03 QUALIFICATIONS OF BIDDERS A. The Owner shall have the right to take such other steps as he deems necessary to determine the
ability of the Bidder to perform the Work, and the Bidder shall furnish the Owner such data for this purpose as the Owner may request. B. Each Bid and each exact copy thereof must be
accompanied by a financial statement on the format of Indiana Form No. 96 (revised 2001), as prescribed by the State Board of Accounts of Indiana. This shall clearly show the Bidder's
financial resources, his construction experience, his organization, and equipment available for Work contemplated. 1.04 CLARIFICATION OF BIDDERS' QUESTIONS A. Questions for this Project
shall be directed to the Construction Manager and the Architect. B. Each Bidder is responsible for calling to the attention of the Architect ambiguities, inconsistencies, discrepancies,
errors, or omissions, which occur in the Contract Documents for his part of the Work. Failing to request clarification, the Bidder will be expected to overcome such conditions without
additions to his bid prices. C. Prospective Bidders in doubt as to the true meaning of a part of the Drawings, Specifications, or other Contract Documents shall submit to the Architect,
not less than ten (10) days before closing time for bids, a written request for interpretation and clarification. D. Bidders are instructed to request interpretations and the issuing
of Addenda if the Contract Documents call for materials, equipment, or methods which adversely affect the cost or quality of the Project, or are unavailable. 1.05 APPROVAL BEFORE BIDDING
A. If a contractor preparing bids for submission on the Work is in doubt as to the acceptability of a manufacturer's material or equipment, under the requirements as set forth in the
Specifications, he shall require that representatives of the proposed manufacturer or supplier contact the Architect and request a ruling on the acceptability of the material or equipment
in question. question. The contact should be made within the time herein required before the date scheduled for the closing of bids, so that an Addendum can be issued to clarify the
situation. B. It is not possible to set the time allowance for the resolution of every problem; however, the time allowed shall not be less than 10 days before bid opening. Each party
requesting a ruling under this Article shall be responsible for the proper evaluation of the time involved and shall submit his request in ample time, as determined by the Architect,
to process it.
TSC 212012 Instructions to Bidders Section 00 10 00-4 C. Prior to receipt of bids, the Architect will consider proposals for substitution of materials, equipment, and methods only when
such proposals are submitted in writing within the time period stated before the date and time set for receipt of bids, and are accompanied by full and complete technical data and other
information required by the Architect to evaluate the proposed substitution. D. Requests for product approval shall be submitted on sample form following this Section and sent to: Andy
Miller at Fanning/Howey Associates, Inc., 9025 N. River Road, Suite 200, Indianapolis, IN 46240, Phone: (317) 848-0966, Fax: (317) 848-0966, Fax: (317) 848-0843, email: amiller@fhai.com.
1.06 ADDENDA A. Additional information required by the Bidders, revisions in the Work, changes or additions, discrepancies in the Bidding Documents, or clarifications will be in the
form of addenda written by the Architect and issued by the Construction Manager to Prime Bidders of Record as of the date of such addenda. B. The Owner reserves the right to issue addenda
changing, altering, or supplementing the Contract Documents prior to the time set for receiving bids. C. A copy of the addenda will be mailed or delivered to each Bidder of Record, and
to each prospective Bidder requesting a copy. Bidders who will submit a bid to the Owner with the intent of entering into a Contract with the Owner are considered “Bidders of Record”.
Copies of addenda will be available for inspection wherever Contract Documents are on file for that purpose. D. Bidders are responsible for acquiring each issued addenda in time to incorporate
them into their proposal. E. In the event delivery of addenda to Bidders is delayed, for reasons not the fault of the Bidders, the Owner may be requested to allow a reasonable extension
of time for the opening of bids, to permit inclusion of such addenda. F. Each Bidder shall enumerate in his Bid each addendum he has received. G. If a Bidder fails to indicate receipt
of each addendum through the last addendum, issued by the Architect and Construction Manager, on its Bid Proposal Form, the bid of such Bidder shall: 1. Clearly indicate that the Bidder
received the addendum, such as where the addendum added another item to be bid upon and the Bidder submitted a bid on that item; or 2. Indicate the addendum involves only a matter of
form or is one which has either no effect or has merely a trivial or negligible effect, as determined by the Construction Manager on price, quantity, quality, or delivery of the item
bid upon. Failure to include either item above will be reason to deem the bid non-responsive.
TSC 212012 Instructions to Bidders Section 00 10 00-5 1.07 ALTERNATIVES A. Requested alternatives are listed on the Bid Proposal Form and are described in detail under Section 01 23
00 -Alternates, Division 1 -General Requirements. They must be bid with base bid. NOTE: The terms "alternate" and "alternative" are used interchangeably to have the same meaning in this
Project Manual and on the Drawings. B. The cost of each alternate shall include omissions, additions, and adjustments of trades as may be necessary because of each change, substitution,
addition, or omission. C. Each Bidder shall be responsible for bidding alternates which affect the Work of the base bid he is bidding, regardless of whether listed or not listed on the
Supplemental Bid Proposal Form. If an applicable alternate(s) is not listed on the Supplemental Bid Proposal Form, the Bidder shall submit on his letterhead the cost of said alternate(s).
No additional costs will be allowed after signing of Contract for failure to bid applicable alternates. D. The Owner retains the right to include or exclude work required by Alternates,
for the sums established exercisable within one hundred twenty (120) days from and including the date of signing the Contract. 1.08 UNIT PRICES A. The Bidders shall agree to submit the
unit prices as requested on the Bid Form. B. Unit prices shall be executed on the Bid Form and shall include all overhead and profit, shall be negotiated between Bidder and Construction
Manager/Owner, and when mutually agreed upon, they shall be attached to and become a part of the awarded Construction Contract(s) (Form of Agreement). C. Requested unit prices will not
be considered in the award and/or determination of the lowest Bid. D. The Owner retains the right to include or exclude work covered by unit prices, for the sums established exercisable
for the life of the Contract. E. Bidders bidding casework are required to complete “Equipment (Casework) Items unit prices Auxiliary Bid Sheet” on forms provided by the Architect for
equipment and casework included in their proposals for the Work required by the Contract Documents. Forms shall be complete with items listed and the cost for each item shown. These
forms are not required to be submitted at the time of bidding; however, they shall be submitted within 72 hours after bidding.
TSC 212012 Instructions to Bidders Section 00 10 00-6 1.09 ARCHITECT'S AND CONSTRUCTION MANAGER'S COOPERATION DURING BIDDING PERIOD A. Each Bidder is encouraged to contact the Architect
and Construction Manager in the event that problems occur or questions arise in analyzing the Drawings and Specifications, where additional clarification or information would be helpful
in the preparation of a proper bid. B. The Architect and Construction Manager will cooperate fully in connection with requests, and will provide information required, providing the Architect's
and Construction Manager's ethical responsibilities are not encroached upon. This will include, upon request, providing information in order to clarify basic intentions of the Specifications;
and other assistance as may be helpful in the preparation of a proper, competitive bid. C. It is the general policy of the Architect and Construction Manager to be as helpful as possible
to Bidders, insofar as is consistent with fair and open competition. 1.10 BIDDING PROCEDURES A. Each bid shall be submitted on the Bid Form and sealed in an envelope clearly marked as
containing a bid, indicating the Project Name, the Bidder’s name, the bid package (scope), the date and time of the bid opening, Owner’s address, and address to where bid is delivered
on the envelope. B. Any substantial change, alteration or addition in the wording of the Bid Form may cause a bid to be rejected as not responsive for award of a Contract. C. Unless
the Bidder withdraws the bid as provided in Article 1.12 hereof, the Bidder will be required to comply with all requirements of the Contract Documents, regardless of whether the Bidder
had actual knowledge of requirements and regardless of any statement or omission made by the Bidder which might indicate a contrary intention. D. Bids shall be executed upon the Bid
Proposal Form provided, and relevant blank spaces in the form shall be written in ink and not in pencil. The signature shall be in longhand and the completed form shall be without interlineation,
alteration, or erasure. Each Bidder is required to bid every item called for, including alternate and unit costs. E. The Bidder shall show all bid amounts in both words and figures.
In case of a conflict between the words and figures, the amount shown in words shall govern, where such words are not ambiguous. When the Bidder’s intention and the meaning of the words
are clear, omissions or misspelling of words will not render the words ambiguous. F. Any alteration or erasure of items inserted on the Bid Form shall be initialed by the Bidder.
TSC 212012 Instructions to Bidders Section 00 10 00-7 G. A bid is non-responsive if it has not been deposited at the designated location prior to the time and date for receipt of bids
indicated in the Notice To Bidders, or prior to extension thereof issued to the Bidders. H. Telecommunicated bids will not be considered. I. Bids which are not signed by the individuals
making them shall have attached thereto a Power of Attorney evidencing authority to sign the bid in the name of the person for whom it is signed. Bids, which are signed for a partnership,
shall be signed by the partners, or by an attorney-in-fact. If signed by an attorney-in-fact, there shall be attached to the bid a Power of Attorney evidencing authority to sign the
bid, executed by the partners. J. Each Bidder shall enumerate in his bid the addenda he has incorporated into his proposal. K. It is the Bidder’s responsibility to include in his bid
costs necessary for a completed and finished project for items of Work bid upon. L. Submit bids in duplicate with Bid Security and other requested supplemental material attached; properly
and completely executed. M. When an alternate is listed on the bid Form, the Bidder shall fill in the applicable blank with an increased or decreased bid amount. The Owner reserves the
right to accept or reject any or all bids on alternates, in whole or in part, and in any order. N. If no change in the bid amount is required, indicate “No Change”. O. A blank entry
or an entry of “No Bid”, “N/A”, or similar entry on any alternate affecting the Contractor’s scope of work, will cause the bid to be rejected as nonresponsive only if that alternate
is selected. P. If an alternate is not selected, an entry as listed in paragraph hereinbefore on that alternate will not, by itself, render a bid non-responsive. Q. In a combined bid,
a blank entry or an entry of “No Bid”, “N/A”, or similar entry on an alternate will cause the bid to be rejected as non-responsive only if that alternate applies to the combined bid
and that alternate is selected. R. Proposals for Work shall not include the Indiana Sales Tax for materials to be incorporated into this Project. Owner will provide necessary tax exemption
forms. S. Out-of-state Bidders, which are corporations, shall submit their Certificate of Authority to transact business in the State of Indiana with their bid.
TSC 212012 Instructions to Bidders Section 00 10 00-8 1.11 BID SECURITY A. The amount of bid security required, and the type acceptable, is defined in the Notice to Bidders. The Surety
for bid security shall be one complying with the requirements of these Instructions to Bidders. B. The bid security of Bidders, except the three (3) selected for each category, may be
returned within three (3) days after the opening of bids, at the Owner's or Construction Manager's option. C. Bid security of the three (3) selected Bidders may be held by the Owner,
following the bid opening, for not more than the maximum number of days stipulated in the Notice to Bidders, unless the Owner and Bidders agree otherwise; except that in the event a
Bidder has been awarded the Contract and has failed to execute same or furnish proper performance and payment bonds, then the bid security of such Bidder will be subject to forfeit,
and the next responsive Bidder, if tendered the Contract, will be subject to the same provisions as hereinbefore set forth. Should the award fall to the third responsive Bidder because
of default of the previous two Bidders, the same condition will apply to the third Bidder as hereinbefore set forth. D. The bid security of the three (3) selected Bidders will be returned
within seventytwo (72) hours after the Form of Agreement has been executed, upon request. E. In the event that the Owner should decide to reject all bids, the bid securities will be
returned within 72 hours following that decision. F. Bid security is subject to forfeiture if a bid is withdrawn during the time period bids are to be held. G. The three low responsible
Bidders will be required to submit a complete list of subcontractors, material suppliers, and products on Section 004350 – Subcontractors and Products List, to the Construction Manager
within time period stated here in, after the bid opening. Failure to submit this information within the required time may be considered as grounds for rejection of the bid. H. Manufacturers
approved by addenda may be written in appropriate location. I. If Bidder awarded the Contract fails to indicate a specific product or manufacturer or lists multiple products and manufacturers
for the same product, that Bidder (Contractor) shall provide the first listed product and manufacturer in the specification section. 1.12 MODIFICATION OR WITHDRAWAL OF BID PROPOSAL A.
A Bidder may withdraw his bid prior to the scheduled time for the receipt of bids, without forfeiture of bid security. If a postponement of the time for receiving bids is made, the new
time established therein shall be the time within the meaning of this Article.
TSC 212012 Instructions to Bidders Section 00 10 00-9 B. Bids may be modified prior to bid opening time. C. After commencement of the opening of bids, no Bidder may recall his bid. 1.13
OPENING OF BIDS A. The Notice to Bidders indicates the time and place fixed for opening of bids. B. Bids received prior to the time of opening will be securely kept, unopened. The officer
whose duty it is to open them will decide when the specified time has arrived, and no Bid received thereafter will be considered responsive. C. No responsibility will be attached to
an officer for the premature opening of a bid not properly addressed and identified. D. The amounts involved in alternates requested will be read or disclosed as part of the requirements
of this Article. Voluntary alternates will not be considered. E. The Owner reserves the right to delay the time for opening of bids when, in his judgment, it is desirable or necessary.
1.14 DISQUALIFICATION A. The Owner reserves the right to reject each and every Bid, to waive formalities or informalities in bidding, to accept or reject alternates regardless of their
order or sequence. B. The right is reserved to reject a Bid where an investigation of the available evidence of information does not satisfy the Owner that the Bidder is responsible
to perform the terms of the Contract Documents. C. Only “bona fide” bids in a definite stated amount, without special clauses governing price of labor and material increases, will be
considered. The Contract shall not include what is commonly known as an “Escalator Clause". D. Bids which contain qualifications or conditions that are contrary to the text or intent
of the Contract Documents, and which are inserted in the bid for the purpose of limiting or otherwise qualifying the responsibility of the Bidder, outside of the text or intent of the
Contract Documents, will be determined to be non-responsive. E. Failure to submit the requested information with the bid shall be grounds for rejecting the bid. F. The ability of the
Bidder to obtain or qualify for a performance bond or payment bond shall not be regarded as a sole test of such Bidder's competence or responsibility.
TSC 212012 Instructions to Bidders Section 00 10 00-10 G. The Bidder acknowledges the right of the Owner to reject bids and to waive informalities or irregularities in bids received.
In addition, the Bidder recognizes the right of the Owner to reject a bid if the Bidder failed to furnish the required bid security or to submit the data required by the bidding Documents
or if the bid is incomplete or irregular. 1.15 DETERMINATION OF LOWEST RESPONSIBLE AND RESPONSIVE BID A. Subject to the right of the Owner to reject each and every bid, the Owner will
award the Contract for the Work to the Bidder submitting the lowest responsive and responsible bid. In making their determination the Owner may take into consideration not only the amount
of the bid but also: 1. Whether the Bidder has submitted a bid or quote that conforms in all material respects to the specifications. 2. Whether the Bidder has submitted a bid that complies
specifically with the Invitation to Bid and the Instructions to Bidders. 3. Whether the Bidder has complied with all applicable statutes. 4. The ability and capacity of the Bidder to
perform the Work. 5. The integrity, character, and reputation of the Bidder. 6. The competence and experience of the Bidder. B. The failure to submit requested information on a timely
basis may result in the determination that the Bidder is not responsible. C. In addition to the above items; the Owner will consider in awarding Work if the intent of the Guideline Schedule
and completion of Work can be met within the specified number of consecutive calendar days. 1.16 PERFORMANCE BOND AND PAYMENT BOND A. The successful Bidder, awarded the Contract on this
Project and prior to the execution of the Form of Agreement, shall provide a Performance Bond and Payment Bond, covering the faithful performance of the Contract and the payment of obligations
arising thereunder in a penal sum equal to 100 percent of the amount of the Contract sum. Said bonds shall remain in effect for 12 months after date established
as start of one one year correction period. Premiums shall be included and paid-for by the Contractor. B. Bonds shall be submitted on AIA Doc. A312. C. The Bidder shall deliver the required
bonds to the Owner not later than the date of execution of the Contract. D. The Bidder shall require the attorney-in-fact that executes the required bonds on behalf of the Surety to
affix thereto a certified and current copy of his Power of Attorney indicating the monetary limit of such power. E. Surety Company shall comply with the following:
TSC 212012 Instructions to Bidders Section 00 10 00-11 1. Insurance and Surety Companies shall be deemed qualified and acceptable to the Owner in connection with Contractor bonding and
insurance requirements under said Contracts only if such companies have a policy holders rating of “A+”, “A”, or “A-“, a financial category not less than Class VII as shown on Best’s
Key Rating Guide, latest edition; provided, however, that the bond is furnished by one of the aforesaid qualified Sureties who is also listed in the Department of the Treasury Circular
570, Volume 41, No. 132 Part V (Federal Register) and is licensed in the State of Indiana and the penal sum of the bond does not extend the underwriting limitation set forth in the subject
Circular, unless the excess, if any, is reinsured with the approval of the Owner. 2. Bonds shall be executed and be in force on the date of the execution of the Contract. 3. The bonds
shall be made out for not less than 100 percent of the entire amounts due under the Contract, and shall make provisions to cover additional amounts which may be authorized as provided
for under changes in the work; and authorized as provided for under changes in the work; and authorized extensions of time by either making provisions for such additional items in the
text of the bond or by the issuance of an amendment or rider to provide for such additional coverage. 1.17 EXECUTION OF THE CONTRACT A. Subsequent to the award, and within ten (10) days
after the prescribed Form of Agreement is presented for his signature, the Awardee shall execute and deliver them to the Owner through the Construction Manager, in such number of counterparts
as the Owner may require. B. The failure of the Awardee to execute such Contract and to supply the required bonds when the Agreement is presented for signature or within such extended
period as the Owner may grant, based upon reasons determined adequate by the Owner, shall constitute a default; and the Owner may either award the Contract to the next responsible Bidder
or or readvertise for bids. In the event of default, the Owner shall have the right to declare the amount of the bid security forfeited. It shall be a further condition that the Owner
shall not collect more on a defaulted Bid than the difference between the defaulted bid amount and the bid of the firm to which the award is made, after giving due weight and consideration
to alternatives accepted. 1.18 TIME OF COMMENCEMENT AND COMPLETION A. The Contractor shall commence work within ten (10) days after the effective date of the Contract, or when notified
in writing to proceed, and shall complete the Work within the time limitations established in the Form of Agreement, these instructions to Bidders, and in Section 01 12 00 – Multiple
Contract Summary.
TSC 212012 Instructions to Bidders Section 00 10 00-12 1. It is anticipated that construction will start within 60 calendar days after receipt of bids. 2. Construction shall be complete
within 180 consecutive calendar days, or earlier, after Notice to Proceed. 3. See Section 01 32 00 – Schedules and Reports, for Guideline Project Schedule. 1.19 WAGE RATES A. Each Bidder
is required to make provisions in his bid for complying with the requirements of the “Schedule of Common Construction Wages” included in the Amended General Conditions. 1.20 COMBINED
BIDS A. Bids shall be submitted for each individual bid category. Bids may also be submitted for a combination of two or more bid categories but may not be accepted unless individual
bids have been submitted for each bid in the combination. B. Combination bid shall be submitted on a separate bid form. Insert the combination of bid categories on the bid form where
noted “Insert Category No.(s) and Name(s)” and address all alternates for the combination bid. C. Separate bids and combination bids may be enclosed in a single envelope. D. A single
bid bond is acceptable if the amount of the bond is for the maximum amount of any individual bid or combination bid to include any alternates. 1.21 LIST OF MAJOR SUBCONTRACTORS, SUPPLIERS,
AND MANUFACTURERS A. The two or three low responsive Bidders shall submit a listing of major subcontractors and manufacturers within two (2) working days (48 hrs.) of notification. B.
After submission of this list by the Bidder, and after approval by the Owner, Construction Manager, and Architect, it shall not be changed unless written approval of change is authorized
by the Owner, Construction Manager, and Architect. 1.22 OUT-OF-STATE CONTRACTORS A. Out-of-state Contractor, which is a corporation, shall obtain a Certificate of Authority from the
Secretary of State, State of Indiana, Indianapolis, Indiana prior to transacting business in the State of Indiana in accordance with Indiana Code 23-1-49-1.
TSC 212012 Instructions to Bidders Section 00 10 00-13 B. Proof of payment of Indiana Gross Income Tax, as provided in Chapter 370, Section 2, Subsection E, Acts of 1947, shall be submitted
by out-of-state Contractor before final payment will be approved. C. If the out-of-state Contractor is not a corporation or is a corporation but does not obtain authorization to do business
in the State of Indiana, taxes will be withheld by the Owner. END OF SECTION 00 10 00
TSC 212012 Substitution Request Form Section 00 12 10-1 DOCUMENT 00 12 10 – SUBSTITUTION REQUEST FORM TO: ___________________________________________________________________________
Project: ________________________________________________________________________ We hereby submit for your consideration the following product instead of the specified item for the
above project: Section Paragraph Specified Item Proposed Substitution: ______________________________________________________ Attach complete technical data including laboratory tests
if applicable. Include complete information changes to Drawings and/or Specifications which proposed substitution require for proper installation. Fill in Blanks Below, use additional
sheets if necessary: A. Does the substitution affect dimensions shown on Drawings? ______________________________________________________________________________ B. Will the undersigned
pay for changes to building design, including engineering and detailing costs caused by substitution, if if any? ____________________________________________________________________________
C. What effect does substitution have on other trades? ____________________________________________________________________________ D. Differences between proposed substitution and specified
item? ____________________________________________________________________________ E. Manufacturer’s guarantees of proposed and specified items are: __________________________________________________
__________________________ ______________Same __________Different (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior
to the specified item. Submitted by: ________________________________ For use by Design Consultant Signature ________________________________ Accepted Accepted as Noted Firm__________________________
___ Not Accepted Received too Late Address__________________________ By________________________________ Date_______________________________ _________________________________ Remarks__________________
__________ Telephone_________________________ ___________________________________
TSC 212012 Information Available To Bidders Section 00 20 00-1 SECTION 00 20 00 -INFORMATION AVAILABLE TO BIDDERS A. Existing Site Survey Information: A Site survey can be found within
the construction drawings. It is not however, part of the Construction Contract Documents and is for informational use only. Information found is not a warrant or guarantee by the Owner
or Project Consultant. 1. The Contractor should visit the site and acquaint himself with all existing conditions. Prior to bidding, bidders may make their own subsurface investigations
to satisfy themselves as to the site and subsurface conditions, but such subsurface investigations shall be performed only under the time schedules and arrangements approved in advance
by the Owner. Any additional information, needed by the Contractor, shall be obtained by the Contractor at no cost to the Owner. B. Asbestos Report: The Asbestos Report (if applicable),
prepared for the Owner, is not part of the Construction Documents, and is on file at the Owner’s Office and is available for review upon written request. The Architect and Construction
Manager do not accept responsibility for the information contained in the report. C. Lead Based Paint: Lead Based Paint Report (if applicable), prepared for the Owner, is not part of
the Construction Documents, and is on file at the Owner’s Office and is available for review upon written request. The Architect and Construction Manager do not accept responsibility
for the information contained in the report. END OF SECTION 00 20 00
TSC 212012 Bidder Reminder List Section 00 30 50-1 NAME OF BIDDER BIDDER REMINDER LIST TO BE COMPLETED AND INCLUDED IN BID PACKAGE FOR REVIEW AT BID OPENING YES NO Have you properly
and completely executed the Form No. 96 (Format) Bid Form (Section 00 31 00)? Have you included your company's Financial Statement (Part II, Sect. III)? Note that the Non-Collusion Affidavit
is part of the new Bid Form and is to be notarized. Have you enclosed a certified check or Bid Bond? (Note: Bond must be signed by Surety and Principal) Have you indicated the Project
Name, Bid Category No., and Description on the outside of your Bid envelope? NOTE: IF ANY OF THE REQUIRED BIDDING DOCUMENTS ARE NOT INCLUDED, DATED OR PROPERLY EXECUTED, THE CONTRACTOR'S
BID MAY NOT BE ACCEPTED.
TSC 212012 Bid Form Section 00 31 00-1 Form No. 96 Format (Revised 2001) (Amended for CCS) CONTRACTOR'S BID FOR PUBLIC WORKS PART I (To be completed for all bids) (Please type or print)
Carmel Clay Schools BIDDER (firm) Address P.O. Box City/State/Zip Telephone Number Fax Number Person to contact regarding this Bid ________________________________________________ Pursuant
to notices given, the undersigned offers to furnish labor and materials necessary to complete the construction work for: Insert Category No.(s) and Name(s) of public works project, Additions
to Westside Transportation Center, in accordance with Plans and Specifications prepared by Fanning/Howey Associates, Inc., 9025 N. River Road, Suite 200, Indianapolis, IN 46240, as follows:
BASE BID For the sum of (sum in words) DOLLARS ($ ) (sum in figures) The undersigned acknowledges receipt of the following Addenda: Receipt of Addenda No.(s)
TSC 212012 Bid Form Section 00 31 00-2 PROPOSAL TIME Bidder agrees that this Bid shall remain in force for a period of sixty (60) consecutive calendar days from the due date, and Bids
may be accepted or rejected during this period. Bids not accepted within said sixty (60) consecutive calendar days shall be deemed rejected. Attended pre-bid conference YES NO Has visited
the jobsite YES NO The Bidder has reviewed the Guideline Schedule in Section 01320 and the intent of the schedule can be met. YES NO The undersigned further agrees to furnish a bond
or certified check with this Bid for an amount specified in the Notice to Bidders. If Alternate Bids apply, submit a proposal for each in accordance with the Plans and Specifications.
CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS (if applicable) I, the undersigned bidder or agent as a contractor on a public works project, understand my statutory obligation
to use steel products made in the United States. I.C. 5-16-8-2. I hereby certify that I and all subcontractors employed by me for this project will use U.S. steel on this project if
awarded. I understand that violations hereunder may result in forfeiture of contractual payments. ALTERNATE BIDS – NOT APPLICABLE
TSC 212012 Bid Form Section 00 31 00-3 NON-COLLUSION AFFIDAVIT The undersigned Bidder or agent, being duly sworn on oath, says that he has not, nor has any other member, representative,
or agent of the firm, company, corporation or partnership represented by him, entered into any combination, collusion or agreement with any person relative to the price to be bid by
anyone at such letting nor to prevent any person from bidding nor to induce anyone to refrain from bidding, and that this Bid is made without reference to any other bid and without any
agreement, understanding or combination with any other person in reference to such bidding. He further says that no person or persons, firms, or corporations has, have, or will receive
directly or indirectly, any rebate, fee, gift, commission, or thing of value on account of such contract. OATH AND AFFIRMATION I affirm under the penalties of perjury that the foregoing
facts and information are true and correct to the best of my knowledge and belief. Dated at this day of , 20 (Name of Organization) By (Title of Person Signing) ACKNOWLEDGEMENT STATE
OF ) ) SS: COUNTY OF ) being duly sworn, deposes and says that he is of the above (Title) (Name of Organization) and that the statements contained in the foregoing Bid, certification
and Affidavit are true and correct. Subscribed and sworn to before me this day of , 20 . Notary Public My Commission Expires: County of Residence:
TSC 212012 Bid Form Section 00 31 00-4 PART II (Complete sections I, II, III and IV for all state and local public works projects as required by statutes.) These statements to be submitted
under oath by each bidder with and as a part of his bid. (Attach additional pages for each section as needed.) SECTION I EXPERIENCE QUESTIONNAIRE 1. What public works projects has your
organization completed? Contract Amount Class of Work When Completed Name and Address of Owner 2. What public works projects has your organization now in process of construction: Contract
Amount Class of Work When Completed Name and Address of Owner 3. Have you ever failed to complete any work awarded to you? If so, where and why? 4. List references from private firms
for which you have performed work.
TSC 212012 Bid Form Section 00 31 00-5 SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE 1. Explain your plan or layout for performing proposed Work. 2. If you intend to sublet any portion
of the Work, state the name and address of each subcontractor, equipment to be used by the subcontractor, and whether you expect to require a bond. 3. What equipment do you intend to
use for the proposed Project? 4. Have you made contracts or received offers for all materials within prices used in preparing your proposal? yes no.
TSC 212012 Bid Form Section 00 31 00-6 SECTION III CONTRACTOR'S FINANCIAL STATEMENT ** ** Attachment of Bidder's financial statement is mandatory. Any Bid submitted without said financial
statement as required by statute shall thereby be rendered invalid. The financial statement provided hereunder to the governing body awarding the Contract must be specific enough in
detail so that said governing body can make a proper determination of the Bidder's capability for completing the Project if awarded. ** ** SECTION IV OATH AND AFFIRMATION I hereby affirm
under the penalties of perjury that the facts and information contained in the foregoing Bid for public works are true and correct to the best of my knowledge and belief. IN TESTIMONY
WHEREOF, The Bidder has hereunto set his hand this day of , 20 . Bidder: IN TESTIMONY WHEREOF, The Bidder (a firm) have hereunto set their hands this day of , 20 . Firm Name: By: Individual
names:
TSC 212012 Bid Form Section 00 31 00-7 IN TESTIMONY WHEREOF, The Bidder (a corporation) has caused this proposal to be signed by its President and Secretary and affixed its corporate
seal this day of , 20 . Name of Corporation: President: Secretary: ACKNOWLEDGEMENT STATE OF ) ) SS: COUNTY OF ) being duly sworn, deposes and says that he is of the above (Title) (Name
of Organization) and that the answers to the questions in the foregoing questionnaires and all statements therein contained are true and correct. Subscribed and sworn to before me this
day of , 20 . Notary Public My Commission Expires: County of Residence: END OF SECTION 00 31 00
FORMS
TSC 212012 Bid Bond Section 00 41 00-1 SECTION 00 41 00 – BID BOND PART 1 -GENERAL 1.01 DESCRIPTION The Bid Bond for this Project are the “Construction Management Edition, Bid Bond of
the Contract for Construction", AIA Document A310, 2010 Edition, a copy of which is bound hereinafter. END OF SECTION 00 41 00
TSC 212012 Agreement Section 00 50 00-1 SE2CTION 00 50 00 -AGREEMENT PART 1 -GENERAL 1.01 DESCRIPTION The Agreement shall be the "Construction Management Edition, Standard Form of Agreement
between Owner and Contractor", AIA Document A132 -2009, a draft copy is included herein, and which when executed, will become a part of the Contract Documents of the successful Bidder.
END OF SECTION 00 50 00
TSC 212012 Performance and Payment Bond Section 00 61 00-1 SECTION 00 61 00 -PERFORMANCE AND PAYMENT BOND PART 1 -GENERAL 1.01 DESCRIPTION The Performance and Payment Bond for this Project
are the “Construction Management Edition, Performance and Payment Bond of the Contract for Construction", AIA Document A312, 2010 Edition, a copy of which is bound hereinafter. END OF
SECTION 00 61 00
CONDITIONS
TSC 212012 General Conditions Section 00 70 00-1 SECTION 00 70 00 -GENERAL CONDITIONS PART 1 -GENERAL 1.01 DESCRIPTION The amended General Conditions for this Project is AIA Document
A232 -2009, a copy of which is bound hereinafter. END OF SECTION 00 70 00
TSC 212012 Certificate of Insurance – 00 82 00-1 SECTION 00 82 00 -CERTIFICATE OF INSURANCE PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS
UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A INSURED INSURER B INSURER
C INSURER D COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION
OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD’L NSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY)
POLICY EXPIRATION DATE (MM/DD/YY) LIMITS X GENERAL LIABILITY EACH OCCURRENCE $1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES (Ea. occurrence) $50,000 CLAIMS MADE x
OCCUR MED EXP (Any one person) $5,000 PERSONAL & ADV. INJURY $1,000,000 GEN’L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 POLICY PROJECT LOC PRODUCTS-COMP/OP AGG $2,000,000
X AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea. accident) $1,000,000 x ANY AUTO BODILY INJURY (Per person) $500,000 ALL OWNED AUTOS BODILY INJURY (Per accident) $500,000 SCHEDULE AUTOS
PROPERTY DAMAGE (Per accident) $500,000 HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY Auto only – ea. accident $ ANY AUTO Other than auto only: EA ACC $ AGG $ X EXCESS/UMBRELLA LIABILITY
EACH OCCURRENCE $2,000,000 OCCUR CLAIMS MADE AGGREGATE $2,000,000 $ DEDUCTIBLE $ RETENTION $ WORKER’S COMPENSATION AND EMPLOYERS’ LIABILITY WC STATUTORY LIMITS OTHER $ ANY PROPRIETORY/PARTNER/EXECUTI
VE OFFICER MEMBER EXCLUDED? E.L. EACH ACCIDENT $500,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE – EA EMPLOYEE $500,000 E.L. DISEASE – POLICY LIMIT $500,000 OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Project Name: Additions to Westside Transportation Center An endorsement is to be provided
stating that coverage’s afforded under the policies will not be canceled or allowed to expire until at least 30 days’ prior written notice is given to the Owner. Endorsements for the
following are to be included with the Certificate of Insurance: The Owner, The Skillman Corp, and Architect are added as additional insured’s as stated in the contract between owner
and contractor. Waiver of workers compensation subrogation, property loss subrogation and any other subrogation interest in favor of Owner, The Skillman Corp and Architect as stated
in the contract between owner and contractor. CERTIFICATE HOLDER CANCELLATION Carmel Clay Schools c/o The Skillman Corporation TSC Address TSC City, State, Zip SHOULD ANY OF THE ABOVE
DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATED THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE (Signed or stamped signature)
TSC 212012 Escrow Agreement Section 00 82 50-1 RETAINAGE PUBLIC CONTRACTS ESCROW AGREEMENT (Contracts in Excess of $200,000) THIS ESCROW AGREEMENT made and entered into this _________day
of ________________, 20__, by and between ___________________________________________________ (herein called Owner), ________________________________________, Contractor, (herein called
Contractor), and _______________________________ WHEREAS, Owner and Contractor entered into a contract dated as Escrow Agent, (herein called Escrow Agent) witnesseth: _____________,
20__, WHEREAS, said construction contract provides that portions of payments by Owner to Contractor shall be retained by Owner (herein called Retainage) and placed in an escrow account;
providing for the construction by Contractor of a public building, work or improvement subject to the provisions of Section 153.63 ORC; NOW, THEREFORE, it is agreed as follows: 1. Owner
will hereinafter deliver or cause to be delivered to Agent the Retainage, to be held in escrow in accordance with the terms of this agreement. 2. The Escrow Agent shall invest all escrowed
principal in obligations selected by the Escrow Agent The Escrow Agent may commingle the escrowed funds with funds held in other escrowed accounts. 3. The Escrow Agent shall hold the
escrowed principal and income until receipt of notice from the board and the contractor specifying the part of the escrowed principal to be released from escrow and the person to whom
that portion is to be released. Upon receipt of such notice, the Escrow Agent shall consider it a direction and remit the designated portion of escrowed principal as directed. 4. Upon
receipt of notice by the board and the contractor the Escrow Agent shall remit the designated part of escrow principal and the same proportion of the then escrowed income to the person
specified in the notice. Escrow Agent shall deduct, before any payment for income received hereunder, its fee as Escrow Agent, which fee shall in no event exceed __________ The Escrow
Agent's fee shall be computed, subject to the aforesaid limitation as follows: of said income earned. _______ of Income on the first ______ of Income _______ of Income on the next _______
of Income _______ of Income on the next _______ _______ of Income on all Income in excess of of Income The minimum fee shall be ____ _______ per calendar quarter with total minimum for
the life of the Agreement of _______ 5. In event of controversy, the Escrow Agent shall pay over the net sum held by it hereunder as follows: subject to the aforesaid limitations. (a)
Payment by joint authorization (b) : Upon receipt of a joint written authorization executed by the Contractor and the Owner, the Escrow Agent will make distribution in accordance with
such written direction. Payment by court order: In the absence of joint written authorization the Escrow Agent will make
TSC 212012 Escrow Agreement Section 00 82 50-2 distribution in the manner directed by a certified or file stamped copy of a court order resolving the disputed claim or directing a specific
distribution of all or any portion of said funds. 6. This Agreement and anything done or performed hereunder by either the Contractor or Owner shall not be construed to prejudice or
limit the claims which either party may have against the other arising out of the aforementioned construction agreement. 7. The duties and responsibilities of the Escrow Agent shall
be limited to those expressly set forth herein, to hold such money and to pay and deliver to such person and under such conditions as herein set forth. Escrow Agent shall act in good
faith using its best judgment. Escrow Agent shall not be liable for any act taken or omitted in good faith and shall be fully protected when relying on any written notice, demand, certificate
or document which it believes to be genuine. (a) This instrument constitutes the entire agreement between the parties regarding the duties of the Escrow Agent with respect to the investment
and payment of escrow funds. ____________________________ (Contractor) (Owner) ____________________________ By:__________________________ By: Address __________________________ ______________________
Address ______________________ _____________________________ _____________________________ (Escrow Agent) _____________________________ By: _ ________________________ (Printed Name and
Title) _________________________
DIVISION I
TSC 212012 Allowances Section 01 21 00-1 SECTION 01 21 00 -ALLOWANCES PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General
Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 REQUIREMENTS INCLUDED A. The Specifications contain Allowances for particular items, methods
of construction, quantities of materials, labor for certain items and these stated Allowances shall be included in the total lump sum bid price. 1. Should the final amounts as determined
from actual costs vary from these stated Allowances, the Contract price will be adjusted by Change Order as stated in the Conditions of the Contract. 2. Under no circumstances shall
work exceeding the stated Allowance amounts, proceed without a properly executed Change Order. B. A "Schedule of Allowances" showing amounts included in each prime Contract Sum, is included
at the end of this Section. C. Product/Materials Allowance 1. As requested by the Architect, obtain and submit proposals for the work of each Allowance for use in making final selection;
include recommendations for selection which are relevant to the proper performance of the Work. : At the earliest feasible date after award of Contract, advise the Architect and Construction
Manager of scheduled date when final selection and purchase of each product or system described by each Allowance must be accomplished in order to avoid delays in performance of the
Work. 2. Purchase products and systems as specifically selected (in writing) by the Architect. 3. Submit proposals and recommendations, for purchase of products or systems of Allowances,
in form specified for Change Orders. 4. When requested, submit a substantiated survey of quantities of materials, as shown in the "Schedule of Values", revised where necessary, and corresponding
with Change Order quantities. 5. Amount of Allowance includes: a. Net cost of product b. Delivery to the site c. Applicable taxes 6. In addition to amount of Allowance, include in Bid,
for inclusion in Contract Sum, Contractor's costs for: a. Handling at site, including unloading, uncrating and storage b. Protection from elements, from damage c. Labor, installation
and finishing
TSC 212012 Allowances Section 01 21 00-2 d. Other expenses (e.g., testing, adjusting and balancing) required to complete installation e. Overhead and profit D. Contingency Allowance:
Contingency allowance shall be used only as directed for Owner's purposes. Proposal shall be submitted by Contractor for work requested in format similar to that required for Change
Orders. Compensation to the Contractor for work requested utilizing this Allowance shall be for only Contractor's costs as defined by Paragraph 7.3.6 of the General Conditions, except
no compensation shall be allowed for overhead and profit. At time of Project closeout, unused amounts remaining in contingency allowance shall be credited to Owner
by Change Order. PART 2) -PRODUCTS, (Not Used) PART 3 -EXECUTION 3.01 PRODUCT ALLOWANCE A. 3.02 CONTINGENCY ALLOWANCES A. Allowance No. 1 Bid Category No. 1 1. Allow a lump sum of $15,000
for additional work required but not indicated on Drawings or reasonably anticipated. 2. Allow a lump sum of $5,000 to inspect and repair existing underground sump. END OF SECTION 01
21 00
The Skillman Corporation REQUEST FOR PROPOSAL No. 00001 TITLE: Mechanical Changes DATE:9/30/2004 PROJECT: JOB: 123456 TO: Mechanical Contractors CONTRACT NO:123456-07 1400 Darby Road
ATTN: Terry Mills RE: To: From: Number: DESCRIPTION OF PROPOSAL 3834 South Emerson Avenue Indianapolis, IN 46203 ABC Project Havertown, PA 19000 Fax: 317-782-2921 Phone: 317-783-6151
Please provide a quotation per the attached P.R. No. 1 from Design Group cc: Design Group TSC Site Manager File (2) Please review General Conditions, prior to preparing your quote. Transmit
your itemized quotation to our office within ten (10) business days from the date of this request.
317-783-6151 317-782-2921 PROCEED ORDER Phone: Fax: The Skillman Corporation DESCRIPTION OF CHANGE TITLE: Mechanical Changes DATE: PROJECT:ABC Project JOB: 123456 TO: CONTRACT NO:123456-07
ATTN: RE: PCO To: ABCSC From:TSC Number: 00001 Terry Mills Indianapolis, IN 46203 3834 South Emerson Avenue 10/1/2004 No. 00001 Mechanical Contractors 1400 Darby Road Havertown, PA 19000
You are hereby directed to make the following changes: Reroute the water main to avoid conflicts with the new addition at Unit 'D' per RFP No. 1. PROPOSED ADJUSTMENTS 1. Basis of Adjustments
to the Contract Sum is: As Provided in Subparagraph 7.3.6 of AIA Document A201/CMa -1992 Unit Price of _____ per _________ Lump Sum to be Determined at a Later Date 2. The Contract Time
is Proposed to (be adjusted) (remain unchanged). The Proposed Adjustment if any, is (an increase /decrease) of _________ days. WHEN ISSUED NOTE: THIS DOCUMENT BECOMES EFFECTIVE IMMEDIATELY
AS A CONSTRUCTION CHANGE DIRECTIVE AND THE CONTRACTOR SHALL PROCEED WITH THE CHANGE(S) DESCRIBED ABOVE. cc: Design Group ABC School Corporation Field File (2) By: Jack Jones , Project
Manager By: Owner Representative
THE SKILLMAN CORPORATION PROJECT ADMINISTRATION CONSTRUCTION MANAGEMENT 3834 South Emerson Avenue Indianapolis, IN 46203 CONTRACTOR: PROJECT: ABC Project OWNER: ACME General Contractors
ABC School Corporation You are authorized to make the following changes in the subject amount from the stated Contingency Allowances in Specifications Section 01210: PROJECT -BID CAT
NO: 123456-01A ALLOWANCE NO: 00001 DATE: 10/1/2004 ALLOWANCE AUTHORIZATION NET: $1,953.00 THIS IS NOT A CHANGE ORDER AND DOES NOT INCREASE OR DECREASE THE CONTRACT AMOUNT The Original
Allowance Amount was ................................................................................................. Allowance Expenditures Executed prior to this Authorization ....................
............................ ................................................................... The Allowance Balance Will be Decreased ..............................................................
..................... New Allowance Balance ............................................................................................................. Recommended Approval: Construction
Manager Contractor's Acceptance: Owner's Approval: The Skillman Corporation ACME General Contractors Form: F_ALLOWANCE $10,000.00 $0.00 $10,000.00 ($1,953.00) $8,047.00 Allowance Balance
prior to this Authorization was ABC School Corporation By: By: By: Jack Jones Steve Johnson Steve Smith Date: Date: Date:
THE SKILLMAN CORPORATION PROJECT ADMINISTRATION CONSTRUCTION MANAGEMENT 3834 South Emerson Avenue Indianapolis, IN 46203 CHANGE ORDER No. 00001 PROJECT NO: 123456 CONTRACT NO: 123456-07
DATE: 10/1/2004 CONTRACTOR: PROJECT: ABC Project OWNER: ABC School Corporation You are authorized to make the following changes to this Contract: Mechanical Contractors Reroute the water
main to avoid conflicts with the new addition at Unit 'D' per RFP No. 1. Add: $500.00 Form: F_CHANGE_ORDER NET: $500.00 The Original Contract Sum was .................................................
................................................ $1,200,000.00 Net Change by Previously Executed Change Orders .............................................................. $0.00 The
Contract Sum Prior to This Change Order was ......................................... $1,200,000.00 The Contract Sum Will be Increased ................................................................
................... $500.00 The New Contract Sum Including This Change Order ........................................... $1,200,500.00 The Contract Time Will Not Be Changed ..........................
....................................................... Recommended Approval -Construction Manager: Contractor's Acceptance: The Skillman Corporation Mechanical Contractors By: Date:
By: Date: Terry Mills Recommended Approval -Architect: Owner's Approval: Jack Jones By: Date: By: Date: Chris Atkinson Steve Smith By: Date: Design Group ABC School Corporation
TSC 2121012 Contract Modification Procedures 01 25 00-1 SECTION 01 25 00 – CONTRACT MODIFICATION PROCEDURES PART 1 -GENERAL 1.01 SUMMARY A. Proposal Request. B. Request for Pricing.
C. Proceed Order. D. Allowance Authorization. E. Change Order. F. Minor Changes in the Work. G. Execution of Change Documents. H. Correlation of Contractor Submittals. I. Sample Forms
1.02 RELATED DOCUMENTS A. Section 00 70 00 – Amended General Conditions B. Section 01 21 00 – Allowances 1.03 PROPOSAL REQUESTS A. Proposal requests that require adjustment to the Contract
Sum or Time if accepted will be issued by the Architect to the Construction Manager, with detailed description of the proposed change and supplemental or revised Drawings and Specification
as appropriate. B. Proposal Requests whether or not issued on AIA Documents G709 will be subsequently issued and tracked in the form of a Request for Proposal (RFP) by the Construction
Manager. C. An issue number will be assigned by the Construction Manager to track the Architects Proposal Request and will be concurrent with the Architects Proposal Request Number.
1.04 CONSTRUCTION MANAGER INITIATED REQUEST FOR PROPOSAL (RFP) A. An RFP is a document issued by the Construction Manager to obtain pricing from Contractors on an ISSUE that may impact
the Contractors Work, including Contract Time or Contact Sum. B. Tracking numbers will be assigned and conform, if applicable, to the Architects Proposal Request. If the issue is not
generated thru the Architect by Proposal Request the tracking number will be begin with 5000 or other number sequence to distinguish the difference between Architect and Field generated
issues that may require an RFP.
TSC 2121012 Contract Modification Procedures 01 25 00-2 C. Tracking numbers may not be sequential for each contractor or every RFP, as each issue may not require an RFP and or affect
each contractor. D. The Contractor shall utilize and refer to the RFP tracking number, assigned by the Construction Manager, when responding, in writing, to the Construction Manager
on all correspondence related to said RFP. E. The Contractor shall submit the name of the individual authorized to receive RFP documents, and be responsible for informing others in Contractor’s
employ or subcontractors of to the work. F. The Contractor shall advise the Construction Manager, in writing, of the impact of the RFP, if any, upon the Contractors Work, including any
adjustment in the Contract Time or the Contract Sum (in accordance with Subparagraph 7.2.2 of the General Conditions) within ten (10) days of receipt of the RFP. G. Failure to advise
the Construction Manager, in writing, within ten (10) days of receipt of the RFP shall constitute a waiver of the Contractors right to assert a claim relating to the RFP. 1.05 PROCEED
ORDER (PRO) A. The Construction Manager with consent of the Owner may issue a document, instructing the Contractor to proceed with a change in the work, for subsequent inclusion in a
change order. Proceed Orders are used on emergency items or work items that are critical in maintaining the construction schedule. B. The document will describe changes in the work,
and will designate the method of determining any change in contract sum or contract time. C. The Contractor shall promptly execute the change in work. D. For time and material Proceed
Order work: 1. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of
changes in work. 2. The Construction Manager’s on-site representative must verify and sign the contractor’s daily timesheets, not as approval for payment, but for record that work was
completed per the Proceed Order. Proceed Order authorization number must be indicated on all Daily Time Sheets. 3. Submit itemized account and supporting data after completion of change
within (15) days after completion.
TSC 2121012 Contract Modification Procedures 01 25 00-3 E. The Construction Manager will determine the change allowable in contract sum and contract time as provided in the contract
documents. 1.06 ALLOWANCE AUTHORIZATION A. An allowance authorization will be issued based upon the Request for Proposal and/or the Proceed Order and the Contractor’s price quotation
as approved by the Construction Manager and Owner. 1.07 CHANGE ORDER A. A change order will be issued based upon the Request for Proposal and/or the Proceed Order, and Contractor’s price
quotation as approved by the Construction Manager, Architect and Owner. 1.08 MINOR CHANGES IN THE WORK A. The Architect will advise the Construction Manager of minor changes in the work
not involving an adjustment to contract sum or contract time as authorized by AIA A232 -2009 Edition, by issuing supplemental instructions AIA Form G710. B. The Construction Manager
will issue the supplemental instructions in the form of a bulletin. C. The Contractor will have seven days (in accordance with the General Conditions) to make a claim should they feel
the instructions impact The Contractors Work including any adjustment in Contract Time or Contract Sum. 1.09 EXECUTION OF CHANGE DOCUMENTS A. Construction Manager will issue Change Orders
and Allowance Authorizations for signature by all parties. B. Signed copies are to be returned to the Construction Manager within 14 days. 1.10 CORRELATION OF CONTRACTOR SUBMITTALS A.
Promptly revise Schedule of Values and Application for Payment forms to record each authorized change order and/or allowance authorization as a separate line item and adjust the contract
sum (for Change Orders). B. Promptly submit revisions to Construction Schedule to reflect any change in contract time. C. Promptly enter changes in project record documents.
TSC 2121012 Contract Modification Procedures 01 25 00-4 1.11 FORMS A. Samples of RFP, Proceed Order, Change Order and Allowance Authorization forms follow this section. END OF SECTION
01 25 00
TSC 212012 Schedule of Values Section 01 28 00-1 SECTION 01 28 00 -SCHEDULE OF VALUES PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including
amended General Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section specifies administrative and procedural requirements governing
each prime contractor’s Schedule of Values. 1. Coordinate the Schedule of Values with the Applications for Payment, Project Schedule, Submittal Schedule, and List of Subcontracts. 2.
Contractors using computer generated AIA Forms must submit a copy of their license, including license number, with each request for payment. B. Progress payments will not be processed
without an approved Schedule of Values on file. 1.03 SCHEDULE OF VALUES A. Coordination: Each prime Contractor shall coordinate preparation of its Schedule of Values for its part of
the Work with the Construction Manager’s Project Schedule. 1. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including: a. Construction
Manager’s Project Schedule. b. Application for Payment forms, including Continuation Sheets. c. List of subcontractors. d. Schedule of allowances. e. Schedule of alternates. f. List
of products. g. List of principal suppliers and fabricators. h. Schedule of submittals. 2. Within 15 days after the Pre-Construction Conference, each awarded Contractor shall submit
to the Construction Manager a Schedule of Values, for approval, showing accurate costs for the items of work assigned to the Contractor, defined under Section 01 12 00 -Multiple Contract
Summary. 3. Subschedules: Where Work is separated into phases requiring separately phased payments, provide subschedules showing values correlated with each phase of payment. B. Format
and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. The Schedule of Values shall include at a minimum a line item for
labor and material costs for each specification section
TSC 212012 Schedule of Values Section 01 28 00-2 assigned to the Contractor under Section 01 12 00 -Multiple Contract Summary, and shall further divide the work into a sufficient number
of individual work items to serve as an accurate basis for Contractor’s Application for Payment. Each work item shall receive its prorated share of profit and overhead, including a line
item for closeout. The Schedule of Values shall consist of a complete breakdown of the Contractor’s contract sum showing the various items of work, divided so as to facilitate the approval
of payments to the Contractor for Work completed. In addition to and conjunctive with the division of various items of work, the breakdown shall separate individual buildings within
the project shall separate sitework from building(s) components, and shall separate remodeling/renovation work from new construction work. The Schedule of Values shall be prepared in
a format as directed by the Construction Manager, showing the breakdown of items of Work and supported by such data to substantiate its correctness as the Construction Manager may require.
The contract breakdown shall be the same form as that to be used in submitting request for payments as covered by Article 9, of the amended General Conditions. Each item of Work shall
have indicated a separate cost of labor and material. This schedule when reviewed by the Construction Manager, Architect, and Owner shall be used as the basis of approving payments along
with establishing percentages of Work complete. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of the
Architect. c. Project number. d. Contractor’s name and address. e. Date of submittal. 2. 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 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. h. Percentage of Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. 3. In addition to the sections assigned
to the Contractor as defined above, Contractors shall include the following line items on their Schedule of Values: a. Bonds: Performance, Labor and Material (if required). b. Mobilization.
c. Demobilization. d. Insurance/Hazcom/Safety. e. Submittals in the amount of 2 percent of the Contract; however, not less than $1,000.00 nor more than $15,000.00.
TSC 212012 Schedule of Values Section 01 28 00-3 f. Project Meetings in the amount of $250.00 times the anticipated number of meetings the Contractor will be required to attend during
the course of the Project. (Reference Section 013100). g. Daily cleanup in the amount of 1 percent of the total contract amount. h. Closeout in an amount equal to 2 percent of the Contract
amount; however, not less than $2,000.00 nor more than $20,000.00. 4. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications
for Payment and progress reports. Coordinate with the Project Manual table of contents. Break principal subcontract amounts down into several line items. Schedule of Values shall be
coordinated with the Construction Schedules such that the percentages of Work completed closely relates to the values for the Work shown on the request for payments. At the beginning
of the Project, the Contractor shall prepare a schedule of monthly progress payments showing the amount the Contractor may require for the Work proposed to be completed. The purpose
of this schedule is to allow the Owner to determine what amounts of funds will be required to have available each month during the progress of construction for progress payments. 5.
Round amounts to nearest whole dollar; the 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 fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. Include
requirements for insurance and bonded warehousing, if required. 7. Provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage
of completion, and for total installed value of that part of the Work. 8. Unit-Cost Allowances: Show the line-item value of unit-cost allowances, as a product of the unit cost, multiplied
by the measured quantity. Estimate quantities from the best indication in the Contract Documents. 9. Margins of Cost: Show line items for indirect costs and margins on actual costs only
when such items are listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete. Include the total cost and proportionate
share of general overhead and profit margin for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as
separate line items in the Schedule of Values or distributed as general overhead expense, at the Contractor’s option. 10. Schedule Updating: Update and resubmit the Schedule of Values
prior to the next Application for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.
TSC 212012 Schedule of Values Section 01 28 00-4 C. Schedule of Values shall be typed or printed on AIA Documents G732 -2009 and G703-1992. D. Each Schedule of Values shall have the
Contractor’s name, Bid Category name and number, project name and number and shall be dated and signed. E. Should the Schedule of Values be “rejected, resubmit”, resubmittal is due within
5 days of receipt of rejected schedule. PART 2 PRODUCTS, PART 3 EXECUTION (Not Used) END OF SECTION 01 28 00
TSC 212012 Applications For Payment Section 01 29 00-1 SECTION 01 29 00 -APPLICATIONS FOR PAYMENT PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,
including amended General Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section specifies administrative and procedural requirements
governing each prime contractor’s Applications for Payment. 1. Coordinate the Applications for Payment with the Schedule of Values, Project Schedule, Submittal Schedule, and List of
Subcontracts. 1.03 APPLICATIONS FOR PAYMENT A. Applications for Payment shall be made no later than the 1ST day of the month through the Construction Manager to the Owner. Payments to
the Contractor will not be made until final approval by the Owner. Applications made by the 1ST 1. Contractors shall prepare a pencil copy of the Application for Payment to the Construction
Manager at the site ten (10) days prior to date for submission of Application of Payment. After review by the Construction Manager and Architect a corrected copy will be returned to
the Contractor within five (5) working days. of the month, if approved, will be paid approximately 45 days later. The Contractor shall submit to the Construction Manager, an itemized
Application for Payment, supported by such data, such invoices, substantiating the Contractor’s right to payment as the Owner, Architect, or Construction Manager may require. The form
of Application for Payment shall be AIA Document G732 -2009 -Application and Certification for Payment, support by AIA Document G703 -Continuation Sheet. Continuation Sheet (G703) shall
be prepared the same as the Schedule of Values submitted by the Contractor and as approved. B. Each Application for Payment shall be consistent with previous applications and payments
as certified by the Construction Manager, Architect and paid for by the Owner. 1. The initial Application for Payment, the Application for Payment at time of Substantial Completion,
and the final final Application for Payment involve additional requirements. C. Payment-Application Times: Each progress-payment date is indicated in the Agreement. The period of construction
work covered by each Application for Payment is the period indicated in the Agreement.
TSC 212012 Applications For Payment Section 01 29 00-2 D. Application Preparation: Complete every entry on the form. Include notarization and execution by a person authorized to sign
legal documents on behalf of the Contractor. The Construction Manager will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and the
Construction Manager’s Project Schedule. Use updated schedules, if revisions were made. 2. Include amounts of fully executed Change Orders issued prior to the last day of the construction
period covered by the application. E. Transmittal: Submit Application for Payment to the Construction Manager by a method ensuring receipt within 24 hours. One copy shall be complete,
including waivers of lien and similar attachments, when required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the
application, in a manner acceptable to the Architect. F. Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanics lien from every entity who is lawfully
entitled to file a mechanics lien from previous application for payment. 1. Submit partial waivers on each item for the amount requested, less retention, on each item. 2. When an application
shows completion of an item, submit final or full waivers. 3. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to the Owner. G. Initial Application
for Payment: Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following: 1. List of subcontractors.
2. List of principal suppliers and fabricators. 3. Schedule of Values. 4. Construction Manager’s Project Schedule. 5. Submittal Schedule. 6. List of Contractor’s staff assignments 7.
Copies of permits as applicable. 8. Copies of authorizations and licenses from governing authorities for performance of the Work. 9. Certificates of insurance and insurance policies.
10. HAZCOM/Safety Programs 11. Executed Escrow Agreement (if applicable). H. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion,
submit an Application for Payment. 1. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the
Work.
TSC 212012 Applications For Payment Section 01 29 00-3 2. Administrative actions and submittals that shall precede or coincide with this application include: a. Occupancy permits and
similar approvals. Occupancy permit shall be submitted by party responsible for acquiring general building permit. b. Warranties (guarantees) and maintenance agreements. c. Test/adjust/balance
records. d. Maintenance instructions. e. Meter readings. f. Startup performance reports. g. Changeover information related to Owner’s occupancy, use, operation, and maintenance. h. Final
cleaning. i. Advise on shifting insurance coverages. j. List of incomplete Work, recognized as exceptions to Architect’s Certificate of Substantial Completion. I. Final Payment Application:
Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following: 1. Completion of Project closeout requirements.
2. Completion of items specified for completion after Substantial Completion. 3. Ensure that unsettled claims will be settled. 4. Ensure that incomplete Work is not accepted and will
be completed without undue delay. 5. Transmittal of required Project construction records to the Owner. 6. Certified property survey. 7. Proof that taxes, fees, and similar obligations
were paid. 8. Removal of temporary facilities and services. 9. Removal of surplus materials, rubbish, and similar elements. 10. Change of door locks to Owner’s access. J. Release of
Retainage: Documents to be submitted with the final Pay Application requesting release of retainage to include: 1. AIA G732 -2009 – Application and Certification for Payment 2. AIA G703
– Continuation Sheet 3. Final Waiver of Lien 4. AIA G706 – Contractor’s Affidavit of Payment of Debts and Claims 5. AIA G706a – Contractor’s Affidavit of Release of Liens 6. AIA G707
– Consent of Surety to Final Payment 7. “No Asbestos” Letter 8. Approved Certificate of Substantial Completion PART 2 PRODUCTS, PART 3 EXECUTION (Not Used) END OF SECTION 01 29 00
TSC 212012 Submittal Procedures Section 01 33 00-1 SECTION 01 33 00 -SUBMITTAL PROCEDURES PART 1 GENERAL 1.01 RELATED DOCUMENTS A. The Work of this Section shall be included as a part
of the Contract Documents of each Contractor on this Project. Where such Work applies to only one Contractor, it shall be defined as to which Contractor the Work belongs. 1.02 SUMMARY
A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following: 1. Shop drawings. 2. Product data. 3.
Samples. 1.03 SUBMITTAL PROCEDURE A. Submittals, including those specified herein to be submitted to the Architect, excluding those directed to a specific individual, shall be submitted
directly to the Construction Manager for review. Construction Manager will forward required submittals to the Architect for review. B. Contractors on this Project shall provide submittals
in accordance with the requirements of this Section. Where a submittal is required by a Contractor but assistance needed from others, Contractors shall participate and cooperate to expedite
each submittal. C. Where submission of samples, shop drawings, or other items are required from suppliers or subcontractors, it shall be the responsibility of the Contractor for whom
the subcontractor is executing the Work to see that the submittal items required are complete and properly submitted, and corrected and resubmitted at the time and in the order required
so as not to delay the progress of the Work. Submittals shall be made through the Prime Contractor. D. The Contractor shall check shop drawings, product data, samples, and other submittals
and submit them to the Construction Manager with a letter of transmittal giving their approval, comments, and suggestions. E. All shop drawings and product data are to be submitted electronically
via The Skillman Way On-Line Collaboration Procedures. Each electronic submittal transmittal shall include the following information: 1. Date submitted. 2. Project title and nu
mber. TSC 212012 Submittal Procedures Section 01 33 00-2 3. Contractor’s name and address. 4. Identification by Specification Section and quantity submitted for each submittal including
name of subcontractors, manufacturer, or supplier. 5. Notification of deviations from the Contract Documents for each submittal. F. Contractor's written approval marked on each submittal.
G. The Contractor shall prepare, review, and stamp with his approval and submit, with reasonable promptness or within the specified time periods and in orderly sequence so as to cause
no delay in the Work or in the Work of another Contractor, submittals required by these Contract Documents or subsequently required by modifications. H. All electronic
image files are to be submitted electronically in PDF file format. Documents larger than 11” x 17” in size can be sent using CAD as an attachment or via mail or delivery in CD Rom form.
Submittals sent in a manner different than described above will require prior approval from the Construction Manager. I. The Contractor is to limit each electronic submittal to the requirement
designated on the submittal log. Compile all sheets of each submittal into a single electronic file. J. The Architect/Engineer will review electronic submittals, making any comments
necessary, mark the submittal with the appropriate approval or rejection and return to the Contractor though the Construction Manager. Comments will consist of annotations applied electronically
to the file or transmittal form. Re-submittals are processed using the same procedure as the original submittal. Copies of submittals required for the Operations and Maintenance Manuals
shall consist of a printed copy of the approved electronic submittals. K. The Construction Manager and Architect shall review and take action on submittals with reasonable promptness,
so as to cause no delay in the progress. A reasonable period of time in accordance with approved project schedule for review of and action taken on submittals shall be as specified herein,
but in no case shall it be less than 10 calendar days from the time it is received by the Architect until the time the submittal is marked and forwarded or returned. Shop drawings and
product data will be returned to the contractor electronically. Contractors shall allow sufficient mailing time for submittal samples. L. A list of required shop drawings and product
data will be provided to the Contractor, for use as a checklist, at the Pre-Construction Meeting. Color sample submittals are required within 45 days of the Pre-Construction Meeting.
All shop drawings and product data submittals are to be completed within 120 days of the Pre-Construction Meeting or within a shorter, more immediate timeframe as required by the Project
Schedule. M. Upon receipt of final approval of any submittal, the Contractor shall provide two (2) full size hard copies of said submittal to the CM within five (5) days.
TSC 212012 Submittal Procedures Section 01 33 00-3 1.04 SHOP DRAWINGS A. The Contractor shall perform no portion of the Work requiring submittal and review of shop drawings, product
data, samples or similar submittals until the respective submittal has been approved by the Architect. Such Work shall be in accordance with approved submittals. B. Submit newly prepared
information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information
as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing. 1. Autocad Drawings: CD copy of Drawings may be available
from the Architect. The Contractors requiring this service must contact the Architect to verify availability and cost. C. Shop drawings are drawings, diagrams, illustrations, schedules,
performance charts, brochures, and other data which are prepared by the Contractor or subcontractor, manufacturer, supplier, or distributor to illustrate some portion of the Work. 1.
Advertising brochures will not be accepted as shop drawings. 2. Erection and setting drawings as referred to in these Specifications will be considered as shop drawings and shall be
submitted along with detailed shop drawings. 3. Where schedules are required to indicate locations, they shall be submitted as part of the shop drawings package for that item. 4. Shop
drawings and schedules shall repeat the identification shown on the Contract Drawings. 5. The Contractor shall check all shop drawings, product data, samples and other submittals and
submit them for approval to the office of the Construction Manager. Product Data and shop drawings are to be submitted electronically to the Construction Manager utilizing the CM Electronic
Submittal process, provided by the Construction Manager, giving their approval and/or comments and suggestions. Samples and color selections are to be submitted by mail or delivery utilizing
the Submittal Transmittal Record enclosed at the end of this section. Failure to use the Electronic or paper Submittal Transmittal Record will result in submittals being returned “without
action”. 6. Include the following information: a. Dimensions. b. Identification of products and materials included by sheet and detail number. c. Compliance with specified standards.
d. Notation of coordination requirements. e. Notation of dimensions established by field measurements.
TSC 212012 Submittal Procedures Section 01 33 00-4 D. Preparation of Submittals: Provide permanent marking on each submittal to identify project, date, Contractor, Subcontractor, submittal
name, and similar information to distinguish it from other submittals. Show Contractor’s executed review and approval marking and provide space for Architect’s “action” marking. Package
each submittal appropriately for transmittal and handling. Submittals which are received from sources other than through the Construction Manager will be returned “without action”. E.
By approving and submitting shop drawings, the Contractor thereby represents that he has determined and verified field measurements, field construction criteria, materials, catalog numbers,
and similar data, and that he has checked and coordinated each shop drawing with the requirements of the Work and of the Contract Documents prior to submitting to the Architect. Submittals
which are received from sources other than through the Construction Manager will be returned without review, requiring re-submittal. F. The Contractor shall make corrections required
by the Architect and shall resubmit the required shop drawings until appropriately marked. All resubmittals shall be resubmitted by the Contractor within 14 days of receipt. The Contractor
shall direct specific attention in writing or on resubmitted shop drawings to revisions other than the corrections requested by the Architect on previous submissions. G. The Architect
will review shop drawings only for conformance with the design concept of the Project and with the information given in the Contract Documents. The Architect’s review of a separate item
shall not indicate review of an assembly in which the item functions. 1. Only shop drawings, product data, and samples marked “No Exceptions Taken” or “Note Markings/Confirm” shall be
considered “final” and used in conjunction with the work of this Project. H. The Architect’s review of shop drawings shall not relieve the Contractor of responsibility for any deviation
from the requirements of the Contract Documents unless the Contractor has informed the Architect in writing of such deviation at the time of submission and the Architect has given written
approval to the specific deviation, nor shall the Architect’s action relieve the Contractor from responsibility for errors or omissions in the shop drawings. 1. The Architect’s review
of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and qualities, or for substantiating instructions
or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect’s review shall not constitute approval
of safety precautions or, unless otherwise specifically stated by the Architect, of any construction means, methods, techniques, sequences, or procedures. The Architects approval of
a specific item shall not indicate approval of an assembly of which it is a component.
TSC 212012 Submittal Procedures Section 01 33 00-5 I. Notations and remarks added to shop drawings by the Architect are to insure compliance to Drawings and Specifications and do not
imply a requested or approved change to contract cost. J. Should deviations, discrepancies, or conflicts between shop and contract drawings and Specifications be discovered, either prior
to or after review, Contract Documents shall control and be followed. If any discrepancies are discovered, the Construction Manager shall be notified immediately. K. The number of approved
shop drawings and product data submittals shall be made on this Project for distribution purposes as directed by the Construction Manager. L. Shop drawings not requested by the Architect/Engineer
shall be returned without action. M. Shop drawings will be marked as follows: Contractor shall take the following action for each respective marking: 1. “NO EXCEPTIONS TAKEN” 2. “NOTE
MARKINGS/CONFIRM” – Final but Restricted Release; Contractor may proceed with fabrication, taking into account the necessary corrections on submittal and with Contract Documents. Contractor
must submit a confirmation letter to remove restriction and allow shop drawings on the project site. Confirmation letter to comply with specific marks noted. Construction Manager to
review credentials of the letter for compliance to prior A/E markings. Should the confirmation letter comply with requirements, the submittal’s status will be “Approved As Noted”. 3.
“NOTE MARKINGS/RESUBMIT” – Contractor may proceed with fabrication, taking into account the necessary corrections. Corrected shop drawings shall be resubmitted before fabrication of
this work is complete to obtain a different action marking. Do not allow drawings marked “Resubmit” to be used in connection with installation of the Work. 4. “REJECTED” -Contractor
will be required to resubmit shop drawings in their entirety. No fabrication or installation shall be started until shop drawings so marked have been completely revised, resubmitted,
and marked by Architect according to preceding Paragraphs 1 or 2. 1.05 PRODUCT DATA A. Collect Product Data into a single submittal for each element of construction or system. Product
data includes printed information, such as manufacturer’s installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams,
and performance curves. 1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required,
TSC 212012 Submittal Procedures Section 01 33 00-6 mark copies to indicate the applicable information. Include the following information. a. Manufacturer’s printed recommendations. b.
Compliance with trade association standards. c. Compliance with recognized testing agency standards. d. Application of testing agency labels and seals. e. Notation of dimensions verified
by field measurement. f. Notation of coordination requirements. 2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed. a. Preliminary
Submittal: Submit a preliminary single copy of Product Data where selection of options is required. b. Unless noncompliance with Contract Document provisions is observed, the submittal
may serve as the final submittal. 3. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance
of construction activities. Show distribution on transmittal forms. a. Do not proceed proceed with installation until a copy of Product Data is in the Installer’s possession. b. Do not
permit use of unmarked copies of Product Data in connection with construction. B. In compliance with the OSHA Hazard Communication Standard (1910.1200, 08-24-1987)Contractors shall post
at the site MSDS (Material Safety Data Sheets) for ALL products classified as hazardous that their firm has knowledge that they will be furnishing, using, or storing on the jobsite during
the duration of this Project in accordance with OSHA standards. At the completion of the project, the Contractor shall turn their "MSDS" information directly over to the Owner with a
receipt for the Owner to sign. A copy of the signed receipt only shall be submitted to the Architect. 1.06 SAMPLES A. The Contractor shall submit to the Architect through Construction
Manager triplicate samples to illustrate materials or workmanship, colors, and textures, and establish standards by which the Work will be judged. 1. Submit full size, fully fabricated
samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts
or containers of materials, color range sets, and swatches showing color, texture, and pattern. a. Mount or display samples in the manner to facilitate review of qualities indicated.
Prepare samples to match the Architect’s sample. Include the following: 1. Specification Section number and reference.
TSC 212012 Submittal Procedures Section 01 33 00-7 2. Generic description of the sample. 3. Sample source. 4. Product name or name of the manufacturer. 5. Compliance with recognized
standards. 6. Availability and delivery time. b. Submit samples for review of size, kind, color, pattern, and texture. Submit samples for a final check of these characteristics with
other elements and a comparison of these characteristics between the final submittal and the actual component as delivered and installed. 1. Where variation in color, pattern, texture,
and other characteristic is inherent in the material or product represented, submit at least 3 multiple units that show approximate limits of the variations. 2. Refer to other Specification
Sections for requirements for samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics. B. By
approving and submitting samples, the Contractor thereby represents that he has determined and verified materials, catalog numbers, and similar data, and that he has checked and coordinated
each sample with the requirements of the Work and of the Contract Documents prior to submitting to the Architect. C. The Contractor shall resubmit the required number of correct or new
samples until approved. All resubmittals shall be resubmitted by the Contractor within 14 days of receipt. The Contractor shall direct specific attention in writing or on resubmitted
samples to revisions other than the changes requested by the Architect on previous submissions. D. The Architect will review samples but only for conformance with the design concept
of the Project and with the information given in the Contract Documents. The Architect’s review of a separate item shall not indicate approval of an assembly in which the item functions.
E. The Architect’s action shall not relieve the Contractor of responsibility for deviations from the requirements of the Contract Documents unless the Contractor has informed the Architect
in writing of the deviation at the time of submission and the Architect has given written approval to the specific deviation, nor shall the Architect’s action relieve the Contractor
from responsibility for errors or omissions in the samples. F. Unless otherwise specified, samples shall be in triplicate and of adequate size to show function, equality, type, color,
range, finish, and texture of material. When requested full technical information and certified test data shall be supplied. 1. Each sample shall be labeled, bearing material name and
quality, the Contractor’s name, date, project name, and other pertinent data.
TSC 212012 Submittal Procedures Section 01 33 00-8 2. Transportation charges to and from the Architect’s office must be prepaid on samples forwarded. Samples shall be retained by the
Architect until the Work for which they were submitted has been accepted. G. Materials shall not be ordered until final review is received in writing from the Construction Manager. Materials
shall be furnished, equal in every respect to reviewed samples. Where color or shade cannot be guaranteed, the maximum deviation shall be indicated by the manufacturer. Work shall be
in accordance with the final reviewed samples. PART 2 PRODUCTS, PART 3 EXECUTION (Not Used) END OF SECTION 01 33 00
TSC 212012 Submittal Procedures Section 01 33 00-9 DATE: TSC #: A/E #: TO: The Skillman Corporation Attn: 3834 S. Emerson Avenue Indianapolis, IN 46203 RE: FILE: NOTE: ONLY ONE SPECIFICATION
SECTION IS TO BE SUBMITTED PER TRANSMITTAL. CONTRACTOR NAME: BID CATEGORY NAME AND NUMBER: SPECIFICATIONS SECTION NO: IS THIS A RESUBMITTAL?: YES: NO: SECTION NAME & DESCRIPTION: MANUFACTURER/SUPPLIE
R: TYPE OF SUBMITTAL & NUMBER OF COPIES: SHOP DRAWINGS: PRODUCT DATA: SAMPLES: COLOR SELECTIONS: CLOSE-OUT DOCUMENTS: REMARKS: SUBMITTED BY: APPROVED FOR PROCESSING -TSC THE SKILLMAN
CORPORATION PROJECT ADMINISTRATION CONSTRUCTION MANAGEMENT 3834 S. Emerson Avenue Indianapolis, IN 46203 (317) 783-6151 FAX (317) 782-2926 SUBMITTAL TRANSMITTAL RECORD
TSC 212012 Quality Requirements – Section 01 40 00-1 SECTION 01 40 00 -PART 1 -GENERAL QUALITY REQUIREMENTS 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,
including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural
requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services
do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-assurance and -control requirements for individual construction
activities are specified in the Sections that specify those activities. Requirements in those Sections 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 Document requirements. 3. Requirements for
Contractor to provide quality-assurance and -control services required by Architect, Owner, Construction Manager, or authorities having jurisdiction are not limited by provisions of
this Section. C. Related Sections include the following: 1. Division 01 Section "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting
activities. 2. Divisions 02 through 49 Sections for specific test and inspection requirements. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed
before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.
TSC 212012 Quality Requirements – Section 01 40 00-2 B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate
that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect or
Construction Manager. C. Mockups: Full-size, physical assemblies that are constructed on-site. Mockups are used to verify selections made under sample submittals, to demonstrate aesthetic
effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples. Approved mockups establish
the standard by which the Work will be judged. D. Preconstruction Testing: Tests and inspections that are performed specifically for the Project before products and materials are incorporated
into the Work to verify performance or compliance with specified criteria. E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified
to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards. F. Source Quality-Control Testing:
Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop. G. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation
of the Work and for completed Work. H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. I.
Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, 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 must be performed by accredited
or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding
generic name.
TSC 212012 Quality Requirements – Section 01 40 00-3 1.4 CONFLICTING REQUIREMENTS A. General: If compliance with two or more standards is specified and the standards establish different
or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently
equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed.
The actual installation may comply exactly with the minimum 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, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.5 SUBMITTALS A. Qualification
Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on
the 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.
TSC 212012 Quality Requirements – Section 01 40 00-4 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 fee payments, judgments, correspondence,
records, and similar documents, established for compliance 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 levels required; individual Specification Sections specify additional requirements. B. Installer Qualifications: A firm or individual
experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record
of successful in-service performance. C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record
of successful in-service performance, as well as sufficient production capacity to produce required units. D. Fabricator Qualifications: A firm experienced in producing products similar
to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. E. Professional Engineer
Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the
kind indicated. Engineering services are defined as those performed for installations of the system, assembly,
TSC 212012 Quality Requirements – Section 01 40 00-5 or product that are similar to those indicated for this Project in material, design, and extent. F. Specialists: Certain sections
of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification
requirements indicated and shall be engaged for the activities indicated. 1. Requirement for specialists shall not supersede building codes and regulations governing the Work. G. Testing
Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 548;
and with additional qualifications specified in individual Sections; and where required 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. 3. Meet requirements of
ASTM E329, current edition "Standards of Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as used in Construction." a. Term "agency"
as used in Section 4 of ASTM E329 shall mean local or closest office of said agency. 4. Laboratory qualifications for inspection, sampling and testing of soils and aggregates shall be
comparable to the requirements of ASTM E329. 5. Testing Equipment: Calibrated at maximum 12-month intervals by devices of accuracy acceptable to Architect. 6. Submit documentation of
specified requirements. 7. All testing and inspection performed by testing laboratory shall be under direct supervision of a professional engineer licensed in state where Project is
located. This professional engineer shall submit a letter certifying that all testing services are in conformance with standards and specifications as specified in these Contract Documents.
Letter shall also certify that all tested and inspected items and procedures conform to Contract Documents, except where specifically noted on inspection reports. 8. All inspectors shall
have at least one year of experience performing type of inspections to be performed on this Project. Qualifications and experience of proposed inspectors shall be submitted to Architect
for approval prior to beginning of testing.
TSC 212012 Quality Requirements – Section 01 40 00-6 H. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved
by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. I. Preconstruction Testing: Where
testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following: 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
with performance
requirements. d. When testing is complete, remove test specimens, assemblies, mockups, and laboratory 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 Architect, through Construction Manager, with copy to Contractor. Interpret tests and inspections
and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. J. Mockups: Before installing portions of the Work requiring mockups,
build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: 1. Build mockups in location
and of size indicated or, if not indicated, as directed by Architect or Construction Manager. 2. Notify Architect and Construction Manager seven days in advance of dates and times when
mockups will be constructed. 3. Demonstrate the proposed range of aesthetic effects and workmanship. 4. Obtain Architect's and Construction Manager's approval of mockups before starting
work, fabrication, or construction. a. Allow seven days for initial review and each re-review of each mockup. 5. Maintain mockups during construction in an undisturbed condition as a
standard for judging the completed Work. 6. Demolish and remove mockups when directed, unless otherwise indicated.
TSC 212012 Quality Requirements – Section 01 40 00-7 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 testing agencies engaged and a description
of types of testing and inspecting they are engaged to perform. 2. Payment for these services will be the responsibility of the Owner. 3. Costs for retesting and reinspecting construction
that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order. B. Tests
and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless otherwise indicated, provide quality-control services specified and those required by authorities
having jurisdiction. Perform qualitycontrol services required of Contractor by authorities having jurisdiction, whether specified or not. 1. Where services are indicated as Contractor’s
responsibility, engage a qualified testing agency to perform these quality-control services. a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing
by Owner. 2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 3. Where quality-control services are indicated
as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service. 4. Testing and inspecting requested by Contractor and not required by
the Contract Documents 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 service representative to inspect field-assembled components and equipment installation, including service connections. Report
results in writing as specified in Division 01 Section "Submittal Procedures." D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility,
provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.
TSC 212012 Quality Requirements – Section 01 40 00-8 E. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and
provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 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. Preliminary design mix proposed for use for material mixes that require control by testing
agency. 6. Security and protection for samples and for testing and inspecting equipment at Project site. F. Coordination: Coordinate sequence of activities to accommodate required quality-assurance
and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections,
obtaining samples, and similar activities. G. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality-control services required by the Contract
Documents. Submit schedule within 30 days of date established for the Notice to Proceed. 1. Distribution: Distribute schedule to Construction Manager, testing agencies, and each party
involved in performance of portions of the Work where tests and inspections are required. 1.8 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Owner will engage a qualified
testing agency or special inspector to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner, and as follows: 1. Verifying
that manufacturer maintains detailed fabrication and quality-control procedures and reviewing the completeness and adequacy of those procedures to perform the Work. 2. Notifying Architect,
Construction Manager, and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services.
TSC 212012 Quality Requirements – Section 01 40 00-9 3. Submitting a certified written report of each test, inspection, and similar quality-control service to Architect, through Construction
Manager, with copy to Contractor and to authorities having jurisdiction. 4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list
of unresolved deficiencies. 5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents.
6. Retesting and reinspecting corrected work. 1.9 ROOFING SYSTEMS COMMISSIONING A. A Commissioning Agent, Moisture Management, has been hired by the owner. The contractor awarded the
Division 7 section, as it relates to roofing, shall anticipate the participation of Moisture Management Inspection services before, during, and after application. The contractor will
be expected to address and correct contract related issues identified by Moisture Management Inspection Services. B. Work description for Division 7 contractor related to commissioning.
C. Documents affecting work of this Section include, but are not necessarily limited to, General Requirements, bidding documents and drawings. D. Work included: 1. Provide roofing inspection
services as specified herein and as needed for a complete and proper installation. E. Submittals 1. Secure the designated Commissioning Agent's advance approval of date and time for
roof substrata inspection and pre-roofing meeting. a. Notify the roofing inspection service, the roofing contractor, and other interested parties, and secure their agreement to attend.
b. At least three calendar days prior to the preroofing meeting, notify the designated Commissioning Agent of the names of persons expected to attend. 2. Records: a. Maintain a complete
and legible file, in chronological order, containing a copy of each report, certificate, and other communication received relative to the work of this Section. b. Upon completion of
the work of this Section, deliver a copy of the complete file to the designated Commissioning Agent. F. Roofing Inspection Services 1. For the work of this Section, retain the roofing
inspection services of company approved in advance by the designated Commissioning Agent.
TSC 212012 Quality Requirements – Section 01 40 00-10 G. Preconstruction Conference 1. The Preconstruction Conference will be scheduled within 15 working days after the CM has issued
the Notice to Proceed, but prior to actual start of the Work. 2. Attendance: Representatives of CM & Architect, Commissioning agent, and contractor. 3. Minimum agenda: Data will be distributed
and discussed on: a. Organizational arrangement of Contractor's forces and personnel, and those of subcontractors, materials suppliers, and the Moisture Management Inspector. b. Channels
and procedures for communication. c. Review set-up area. d. Construction schedule, including sequence of critical work. e. Contract Documents, including distribution of required copies
of Drawings and revisions. f. Processing of Shop Drawings and other data submitted to the Moisture Management Inspector for review. g. Processing of field decisions. h. Rules and regulations
governing performance of the work. i. Procedures for safety and first aid, security, quality control, housekeeping, and related matters. H. Progress Meetings 1. Will be scheduled by
the Construction Manager. Specific Roofing Systems Progress Meetings will follow the regular project Progress Meetings unless a separate meeting is agreed to by all parties. 2. Minimum
Agenda: a. Review of work progress. b. Field observations, problems, and decisions. c. Identification of problems which impede planned progress. d. Maintenance of progress schedule.
e. Corrective measures to regain projected schedules. f. Planned progress during succeeding work period. g. Coordination of projected progress. h. Maintenance of quality and work standards.
i. Effect of proposed changes on progress, schedule, and coordination. j. Other business relating to work. I. Pre-Roofing Meeting 1. Not less than three nor more than ten calendar days
prior to scheduled start of roofing installation, conduct a roofing substrata inspection and pre-roofing meeting at the job site.
TSC 212012 Quality Requirements – Section 01 40 00-11 a. Designated Commissioning Agent will be chairperson of the meeting, will take minutes of the meeting, and will record all agreements
reached as a result of the inspection and meeting. b. Visually inspect all substrata upon which roofing is scheduled to be applied. 1) Determine general acceptability, and determine
areas requiring further preparation. 2) Determine acceptable remedies for unacceptable areas. c. Discuss proposed schedule for installation of the roofing, and reach agreement as to
dates of start and finish of installation of the roofing. d. Discuss proposed methods for installation of the roofing, and equipment and personnel to be used. e. Discuss inspection methods
to be used, reports to be issued by the roofing inspector, responsibilities and limits of responsibilities of the roofing inspector, and potential problems arising from use of methods
not agreed to in the pre-roofing meeting. J. Inspection During Roofing Installation 1. Verify that materials delivered to the job site are those approved by the designated Commissioning
Agent for use on this Work. 2. Visually observe installation of roofing including, but not necessarily limited to: a. Verify use of installation procedures agreed upon in the pre-roofing
meeting. b. Call attention of the contractor's representative on the job to unacceptable methods and unacceptable results. c. Report to the CM and to the designated owner’s representatives
if the contractor fails to correct unacceptable methods or unacceptable results. 3. Make Final visual inspection of the entire roofing installation. a. Compile a list of items required
to be revised or replaced. b. Deliver a copy of the list to the contractor's representative on the job and to others as appropriate. c. Verify proper revision or replacement of all items
on the list. K. Random Sampling 1. During course of work, Commissioning Agent may secure samples of materials being used from containers at job site and submit them to an independent
laboratory for comparison to specified material. 2. If test results prove that a material is not functionally equal to specified material: a. Contractor shall pay for all testing. b.
Owner will charge Contractor a penalty up to 20 percent of contract price when all work has been completed before test results become known.
TSC 212012 Quality Requirements – Section 01 40 00-12 c. Owner will charge Contractor a penalty in proportion to amount of work completed before test results become known. Remaining
work shall be completed with specified materials. L. Reports 1. Make daily written reports of roofing inspection activities, delivering copies to the roofing contractor and others as
agreed in the pre-roofing meeting. 2. Upon completion of the roofing installation, compile a comprehensive report covering activities performed under this Section, and deliver a copy
of the report to the: a. Designated Construction Manager; b. Owner; c. Architect d. Roofing contractor e. Others as agreed in the project meetings. M. Quality Assurance 1. Prior to requesting
inspection by the Moisture Management Inspector, contractor shall use adequate means to assure that the Work is completed in accordance with the specified requirements and is ready for
the requested inspection N. Limits of Roofing Inspector’s Responsibilities 1. During progress of the roofing installation, the roofing inspector is required to: a. Make visual observations
and compile reports described in this Section. b. Advise the roofing contractor's representative on the job as to unacceptable methods and unacceptable results when so observed by the
roofing inspector. 2. In connection with the roofing installation, "unacceptable methods and unacceptable results" mean methods and results other than: a. Those recommended by the manufacturer
of the approved roofing system materials. b. Those required by pertinent regulations of governmental agencies having jurisdiction; c. Those required by these Specifications; and d. Those
agreed upon in the pre-roofing meeting. O. Pre-Final Inspection 1. Contractor must schedule with roofing Commissioning Agent prior to completion of roofing project, for a pre-final inspection.
2. Installations or details noted as deficient during inspection must be repaired and corrected by applicator.
TSC 212012 Quality Requirements – Section 01 40 00-13 3. Once corrections have been made, contractor must inform roofing Commissioning Agent so a second inspection can be scheduled.
4. Commissioning Agent must approve roofing system prior to scheduling final inspection with Materials Manufacturer. P. Final Inspection 1. Scheduled by roofing material manufacturer
upon job completion. 2. Attendance: Commissioning Agent, contractor, roofing material manufacturer/supplier. 3. Minimum Agenda: a. Walkover inspection. b. Identification of needed corrections
to be completed by contractor with final approval from warrantor. 4. Infra-red scan will be performed at the completion of project. Cost resulting from this survey due to moisture present
in the roofing system, shall be replaced at the contractor’s own expense. 5. Any deficiencies noted during inspections must be corrected by the contractor and approved in writing by
the Commissioning Agent. Q. Procedures. 1. Substantial Completion: a. All roofing materials and and components are in place and water tight according to specifications with alternates
approved by Designated Commissioning Agent and Construction Manager b. Roofing Contractor will notify designated Commissioning Agent of substantial completion. Within a reasonable time
after receipt of notification, the designated Commissioning Agent will inspect to determine status of completion. c. Should the designated Commissioning Agent determine that the Work
is not substantially completed: 1) The Designated Commissioning Agent will promptly notify the Contractor, giving the reasons therefore. 2) Roofing Contractor will remedy the deficiencies
and notify the Designated Commissioning Agent when ready for reinspection. 3) The Designated Commissioning Agent will reinspect the Work. 2. Final Completion a. Designated Commissioning
Agent will prepare and submit a written statement at final completion. b. Certify that: 1) Contract Documents have been reviewed; 2) Work has been inspected for compliance with the Contract
Doc
uments; TSC 212012 Quality Requirements – Section 01 40 00-14 3) Work has been completed in accordance with the Contract Documents; 4) Equipment and systems have been tested as required,
and are operational; 5) Work is completed and ready for final inspection. c. The Designated Commissioning Agent will make an inspection to verify status of completion. d. Should the
Designated Commissioning Agent determine that the Work is incomplete or defective: 1) The Designated Commissioning Agent will promptly notify the Contractor, in writing, listing the
incomplete or defective work. 2) Remedy the deficiencies promptly, and notify the Designated Commissioning Agent when ready for reinspection. e. When the Designated Commissioning Agent
determines that the Work is acceptable under the Contract Documents, he will request the Contractor to make close-out submittals. PART 2 -PRODUCTS (Not Used) 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 to test and inspection log for Architect's and Construction Manager's reference during normal working hours. 3.2 REPAIR AND PROTECTION
A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply
with installation requirements specified in other Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as
possible. 2. Comply with the Contract Document requirements for Division 01 Section "Cutting and Patching."
TSC 212012 Quality Requirements – Section 01 40 00-15 B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility,
regardless of the assignment of responsibility for quality-control services. END OF SECTION 01 40 00
TSC 212012 Testing Laboratory Services -Section 01 45 10-1 SECTION 01 45 10 -TESTING LABORATORY SERVICES PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of
the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 RELATED REQUIREMENTS A. The Owner, through the Construction
Manager, will employ and pay for services of an independent testing laboratory to perform specified inspection, sampling, and testing services. B. Inspections and testing required by
laws, ordinances, rules, regulations or orders of public authorities: General Conditions. C. Certification of products and mill test reports: Respective Specifications Sections. D. Test,
adjust, and balance of equipment: Respective Specification Sections. E. Inspection, sampling, and testing: Respective Specification Sections. F. Related work specified elsewhere. 1.
Refer to Section 01 40 00 – Quality Requirements 1.03 QUALIFICATIONS OF LABORATORY AND SUBMITTALS A. Meet requirements of ASTM E329, current edition, "Standards of Recommended Practice
for Inspection and Testing Agencies for Concrete, Steel and Bituminous Materials as used in Construction." 1. The term "agency" as used in Section 4 of ASTM E329 shall mean the local
or closest office of said agency. B. Laboratory qualifications for inspection, sampling, and testing of soils and aggregates shall be comparable to the requirements of ASTM E329. C.
Testing Equipment. 1. Calibrated at maximum 12-month intervals by devices of accuracy acceptable to the Architect. D. Submit documentation of specified requirements.
TSC 212012 Testing Laboratory Services -Section 01 45 10-2 1.04 LABORATORY DUTIES, LIMITATIONS OF AUTHORITY A. Provide qualified personnel promptly on notice. B. Perform specified inspections,
sampling and testing of materials and methods of construction. 1. Comply with specified standards; ASTM, other recognized authorities, and as specified. 2. Ascertain compliance with
requirements of Contract Documents. C. Promptly notify Construction Manager, Architect, and Contractor of irregularities or deficiencies of Work which are observed during performance
of services. D. Promptly submit three (3) copies of reports of inspections and tests to the Construction Manager, including the following information, as applicable. 1. Date issued.
2. Project title and number. 3. Testing laboratory name and address. 4. Name and signature of inspector. 5. Date of inspection or sampling. 6. Record of temperature and weather. 7. Date
of test. 8. Identification of product and Specification Section. 9. Location in project. 10. Type of inspection or test. 11. Observations regarding compliance with Contract Documents.
E. Perform additional services as required by Owner. F. Laboratory is not authorized to: 1. Release, revoke, alter, or enlarge on, requirements of Contract Documents. 2. Approve or accept
any portion of Work. 3. Perform any duties of the Contractor. 1.05 CONTRACTORS' RESPONSIBILITIES A. Cooperate with laboratory personnel to provide access to Work and to manufacturer's
operations. B. Assist laboratory personnel in obtaining samples at the site. C. Notify laboratory sufficiently in advance of operations to allow for their assignment of personnel and
scheduling of tests.
TSC 212012 Testing Laboratory Services -Section 01 45 10-3 D. Should the Contractors fail to schedule laboratory services or fail to cancel laboratory services, if the need arises, all
additional costs shall be borne by the Contractors. E. Employ and pay for services of a separate, equally qualified independent testing laboratory to perform additional inspections,
sampling and testing required when initial tests indicate work does not comply with Contract Documents. 1. Separate laboratory shall be approved by the Owner, Architect and the Construction
Manager. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) END OF SECTION 01 45 10
TSC 212012 Temporary Facilities And Controls -Section 01 50 50-1 SECTION 01 50 50 -TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions
of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY EQUIPMENT AND WORK ITEMS A. Provide the
following listed temporary equipment and work items; maintain and remove same at completion where applicable. 1. Temporary heat, protective enclosures, concrete blankets, straw, etc.,
for specific items of work such as masonry, drywall, and concrete on the exterior and in the interior prior to the enclosure of the building while cold or inclement weather conditions
are encountered while proceeding with work as scheduled. 2. Temporary heat for field offices and storage buildings. 3. Grounded UL approved extension cords from work area to power source
and any additional lighting required to perform the work, and as required by applicable laws, in addition to that provided in Section 01 51 10. 4. Restoration of areas damaged by construction
operations. 5. Removal of snow, frost and ice for work continuance. 6. Drinking water for own employees if otherwise not available. 7. Receiving of materials at the site. 8. Barricades
for protection of people and property, including fall protection at roofs, warning signs, traffic control signs, flashers, etc., in addition to barricades specified in Section 01 53
30. 9. Acceptable fire protection within five feet (5') of any burning, welding, cutting, or soldering operations. 10. Replace barricades removed for convenience or for access to the
work. 11. Materials hoisting systems as required to expedite the work. 12. Fences around excavations. 13. Ladders, scaffolding and similar items for own employees in addition to the
facilities provided under Section 01 52 10. B. The Contractor erecting structural steel shall provide wire rope perimeter cabling in accordance with OSHA Standards, at the perimeters
of elevated floors, elevated floor openings, and mezzanines. 1.03 SPECIAL TOOL REQUIREMENTS A. Furnish all necessary power and hand tools to properly perform the work.
TSC 212012 Temporary Facilities And Controls -Section 01 50 50-2 B. Certain electrical power requirements will be furnished by the Electrical Contractor under Section 015110. It is the
individual Contractor's responsibility to make his own arrangements with the Electrical Contractor in the event special power requirements are needed for his special tools. PART 2 -PRODUCTS,
PART 3 -EXECUTION: (Not Used) END OF SECTION 015050
TSC 212012 Temporary Electricity, Lighting & Warning Systems – Section 01 51 10-1 SECTION 01 51 10 -TEMPORARY ELECTRICITY, LIGHTING & WARNING SYSTEMS PART 1 -GENERAL 1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY ELECTRICAL
AND LIGHTING A. Provide temporary electric service to each of the areas of construction and provide temporary lighting and power to be used by all trades for all construction work. Tie-in
may be made to Owner's existing permanent service provided that such tie-in does not interfere with the Owner's use of the existing building. If power cannot be made available through
Owner's existing service, arrange with utility company for temporary service. 1. Maintain the temporary system, relocate the system as required for construction progress, and remove
system at completion of Project. B. The energy cost of power consumed during construction shall be paid by the OWNER. C. Provide minimum of three 200 AMP, 120/240 volt, single phase
grounded system for temporary light and power distribution. 1. The service amperage shall be adequate for the construction of the Project and the testing of the permanent equipment.
2. Temporary lighting shall be sufficient to enable all trades to complete their work. Minimum lighting requirements are one (1) 150 watt A-21 lamp installed per room or in areas over
300 square feet, stringers shall be installed in rows twenty feet (20’) apart with lights spaced fifteen feet (15') apart on the stringers. No more than eight (8) lamps shall be installed
on any 20 amp circuit. Lamps for temporary lighting shall be provided and maintained by the contractor at his expense. Every temporary lamp outlet must be properly lamped throughout
construction; dark or burned-out lamps shall be immediately replaced. Number 12 wire may be used for temporary lighting circuits. a. Additional lighting required to perform the work,
and as required by applicable laws, is specified in Section 01 50 50. 3. Temporary power shall be sufficient to enable all trades to complete their work. A minimum of a two gang, duplex
grounded convenience outlet having 3-wire grounded type receptacles shall be installed within seventy-five feet (75') of outside walls and one hundred fifty feet (150') spacing in any
direction within the building. They shall be installed in such a manner that a 100' extension cord connection can reach any part of the building, including enclosed areas, such as offices.
TSC 212012 Temporary Electricity, Lighting & Warning Systems – Section 01 51 10-2 4. In addition to the above temporary power and lighting, provide and subsequently remove circuits for:
a. Temporary safety lighting and security lighting. Security lights to work at all hours of darkness; safety lighting shall be continuous during working hours. b. Testing and checking
permanent equipment. 5. Complete temporary electrical system, including lighting, power outlets, wiring, etc. shall comply with all federal regulations as issued by the Department of
Labor dealing with safety
and health for construction projects, and any portions of state and local safety and health regulations that are more stringent. D. Provide minimum of 100 AMP service for the Construction
Managers Project office trailer. E. Contractors requiring power requirements other than the above or in Division 26, will make arrangements with the Electrical Contractor and pay for
any such electrical services. Such services are listed below but not limited to the examples shown: 1. Power to temporary offices. 2. Special power for masonry saws or mixers, floor
grinders, floor sanders, welders, etc. 3. Cost of power for temporary electric heat. 1.03 TEMPORARY WARNING SYSTEMS A. Contractor shall provide temporary emergency systems, warning systems,
and fire alarm systems in accordance with IOSHA standards. Contractor to provide alarm stations consisting of an area plan showing alarm station locations, escape routes to nearby exits,
and a distinctive alarm capable of being heard above ambient noise levels. Remove temporary systems after permanent systems are operational. Refer to Specifications Section 01 57 60
for alarm codes to be included on area plan. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) END OF SECTION 01 51 10
TSC 212012 Temporary Heating, Ventilation and Cooling Section 01 51 30-1 SECTION 01 51 30 -TEMPORARY HEATING, VENTILATION AND COOLING PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings
and general provisions of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY HEAT A. Temporary
heat shall be provided for enclosed building spaces as required for installation of any material and for working conditions required by any trade or trades working on the Project. This
does not include heat or protection as required by Section 01 50 50, Paragraph 1.02.A.1. The minimum period that temporary heat must be made available for enclosed spaces (not permanently
heated) begins November 1 and ends May 15th each heating season. B. An enclosed building space shall be defined as having a roof and all exterior openings closed by either temporary
or permanent means. C. The following temperatures shall be maintained: 1. 50o F minimum during working hours and 40o 2. For a period of seven (7) days prior to interior finishing (wall
coverings, resilient tile, acoustical ceilings, etc.), and until final acceptance or occupancy by the Owner, spaces shall be kept 60 F during non-working hours. o F to 75o F during working
hours and 60o F minimum at all other times. D. After the building or any designated portion has been enclosed and temporary heat is required, the Contractor shall provide and maintain
all temporary heating systems using one or more of the following methods: 1. Portable heaters: smokeless type, thermostatically controlled, electric blower operated, of type approved
by fire and health authorities for use without vents. This Contractor shall include necessary electrical wiring and controls. Relocate heaters and components as necessary to prevent
interference with continuing construction. 2. Temporary heating system consisting of approved electric or gas fired unit heaters, direct fired make-up air units, boilers and unit heaters
or other similar approved equipment. All such units shall be properly vented to the exterior, piped, wired, thermostatically controlled and have all required safety controls. 3. The
permanent heating system and its component parts may be used for temporary heat where available. The building shall be in the finishing stages and the permanent heating system must be
installed as designed when used to supply temporary heat. This shall include permanent power wiring connections to a permanent power source. Provide all phases of operation,
TSC 212012 Temporary Heating, Ventilation and Cooling Section 01 51 30-2 maintenance, control and items of like nature during the time the permanent system is used to furnish temporary
heat. a. At the termination of the use of the permanent system as a temporary heating system, the system shall be thoroughly cleaned, equipped with new filters, new belts if required,
etc., and any damage repaired or replaced. b. The use of the permanent heating system for temporary heat shall not affect the warranty period which begins on the date of Substantial
Completion of the Project. c. Refer to Division 23 for other requirements that may affect the use of the permanent system. 1.03 TEMPORARY VENTILATION AND COOLING A. Temporary ventilation
and cooling shall be provided for enclosed building spaces as required for installation of finish building materials. The minimum period that temporary ventilation and cooling must be
made available for building spaces receiving finish materials begins May 15th and ends September 15th each cooling season. 1. For a period of seven (7) days prior to interior finishing
(wall coverings, resilient tile, acoustical ceilings, etc) maintain a maximum of 75°F in that respective space until final acceptance or occupancy by the Owner. B. The permanent ventilation
and cooling system components may be used for temporary ventilation and cooling where available. The building shall be in the finishing stages and the permanent system must be installed
as designed when used to supply temporary ventilation or cooling. This shall include permanent wiring connections to a permanent power source. Provide all phases of operation, maintenance,
control, and items of like nature during the time the permanent system is used to furnish temporary ventilation or cooling. 1. At the termination of the use of the permanent system as
a temporary ventilation or cooling system, the system shall be thoroughly cleaned, equipped with new filters, new belts if required, etc., and any damage repaired or replaced. 2. The
use of of the permanent system for temporary ventilation or cooling shall not affect the warranty period which begins on the date of Substantial Completion of the Project. 3. Refer to
Division 23 for other requirements that may effect the use of the permanent system. 1.04 COST OF FUEL AND ELECTRIC POWER A. The cost of all fuel and power consumed for temporary heat,
ventilation and cooling will be paid by the Contractor. Equipment and tank rental is the responsibility of this Contractor. 1.05 MAINTENANCE AND REMOVALS
TSC 212012 Temporary Heating, Ventilation and Cooling Section 01 51 30-3 A. All portions of temporary heating, ventilation and cooling systems, not part of the permanent systems, shall
be removed when the period of usefulness is over. Relocate components as required to prevent interference with continuing construction. Restore any compromised surfaces and patch penetrations.
Keep temporary air filters in place and change as often as necessary. Install a clean set of permanent filters prior to air balancing. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used)
END OF SECTION 01 51 30
TSC 212012 Temporary Water Section 01 51 50-1 SECTION 01 51 50 -TEMPORARY WATER PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended
General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY CONSTRUCTION WATER A. Provide temporary water service at a convenient location,
maintain the service and remove same at completion. 1. Tie-in may be made to the Owner's existing system. 2. The Owner will pay for all temporary construction water. B. If it is not
practical to tie into Owner's existing water service, the Contractor shall make arrangements for a temporary service as required, pay for all water usage, and remove temporary service
before final clean-up of the Project. 1.03 DRINKING WATER A. Provide chilled potable drinking water for all construction personnel in general location. PART 2 -PRODUCTS, PART 3 -EXECUTION:
(Not Used) END OF SECTION 01 51 50
TSC 212012 Temporary Sanitary Facilities Section 01 51 60-1 SECTION 01 51 60 -TEMPORARY SANITARY FACILITIES PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions
of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY SANITARY FACILITIES A. Provide portable
type toilets until sewer service is available; "Saniprep" units, or approved equal facilities. B. Provide temporary flushing type toilets when water and sewer service is available at
a permanent location in the building. C. Maintain lavatories when existing facilities are approved for use. D. Adequate facilities shall be provided for all workmen on the Project and
in no case less than those required by applicable federal law(s). E. This Contractor will provide necessary paper goods and soap. F. Keep facilities clean and sanitary. PART 2 -PRODUCTS,
PART 3 -EXECUTION: (Not Used) END OF SECTION 01 51 60
TSC 212012 Construction Aids and Temporary Enclosures Section 01 52 10-1 SECTION 01 52 10 -CONSTRUCTION AIDS AND TEMPORARY ENCLOSURES PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings
and general provisions of the Contract, including amended General Conditions and other Division 1-Specification Sections, apply to work of this Section. 1.02 CONSTRUCTION AIDS A. Provide
and maintain temporary gang ladders, stairs, ramps, runways, platforms and other such facilities and equipment for proper access to the Work for all Contracts, and in no case less than
those required by applicable Federal, State, and local law(s). B. When permanent stair framing is in place, provide temporary treads, platforms and railings for use by construction personnel.
1.03 TEMPORARY ENCLOSURES A. Provide reinforced plastic or plywood covered frames for window openings and hinged plywood or batten doors with locks to maintain temperatures necessary
to perform the work and provide security. 1. Provide protection against all kinds of adverse weather so that the building and materials will not be damaged, and against unauthorized
entry. 2. Protection shall be provided well in advance of finishing operations. B. Provide temporary enclosures to separate work areas from finished areas and from areas occupied by
Owner; to prevent penetration of dust or moisture into finished and occupied areas, and to protect the public from construction work. 1. Temporary partition and ceiling enclosures: framing
and sheet materials which comply with structural and fire rating requirements of applicable codes and standards. 2. Close joints between sheet materials, and seal edges and intersections
with existing surfaces, to prevent penetration of dust or moisture. 1.04 RELOCATION AND REMOVAL A. Relocate as required by progress of construction, by storage or work requirements,
and to accommodate legitimate requirements of Owner and other contractors employed at the site. B. Completely remove when construction needs can be met by use of permanent construction.
C. Clean and repair damage caused by installation or by use.
TSC 212012 Construction Aids and Temporary Enclosures Section 01 52 10-2 D. Restore existing facilities used for temporary purposes to specified or to original condition. E. Restore
permanent facilities used for temporary purposes to specified condition. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) END OF SECTION 01 52 10
TSC 212012 Rubbish Container – 01 52 60-1 SECTION 01 52 60 -RUBBISH CONTAINER PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended
General Conditions and other Division 1 Specification Sections, apply to work of this Section. 1.02 RUBBISH CONTAINER A. Provide dumpster type rubbish container or containers sized adequate
for the Project waste, debris and rubbish for all Contractors, except as specified in 1.01.B above, for the life of the Project. B. Dispose of container contents weekly or at more frequent
intervals if required by inadequate container capacity. 1.03 TRASH CHUTES A. Erect suitable, closed, relatively dust-free chutes for the use by all trades during construction above ground
floor. No material or debris will be permitted to drop free. 1. Coordinate this installation with the Construction Manager and other Contractors. END OF SECTION 01 52 60
TSC 212012 Fences Section 01 53 10-1 SECTION 01 53 10 -FENCES PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General Conditions
and other Division-1 Specification Sections, apply to work of this Section. 1.02 SCHEDULING A. Provide temporary fencing to outline limits of site usage prior to start of other work.
PART 2 -PRODUCTS 2.01 MATERIALS A. Fencing to be 6' high chain link with gates. Fabric to be 9 ga. galvanized wire mesh. PART 3 -EXECUTION 3.01 INSTALLATION A. Install construction fencing
around temporary structures, storage areas, roadways and other hazards as required for safety and security. B. Space posts 6' o.c. and drive 3' into ground. Fasten fence to each post
with five (5) fasteners. C. Provide gate posts and gates for two (2) 20'-0" side openings (each opening to contain two (2) 10'-0" leaves) with forked type or plunger type latch to permit
operation from either side of gate with padlock eye as an integral part of latch. 3.02 MAINTENANCE A. Maintain fencing in good repair until completion of the Project unless directed
otherwise by the Construction Manager. B. Relocate fencing if necessary due to construction progress when directed by the Construction Manager. C. Remove fencing when directed by the
Construction Manager. END OF SECTION 01 53 10
TSC 212012 Tree and Plant Protection Section 01 53 20-1 SECTION 01 53 20 -TREE AND PLANT PROTECTION PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,
including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 JOB CONDITIONS A. Existing Conditions 1. Inspect all trees and plants
near building site. B. Scheduling 1. Protective fencing shall be in place before commencement of any other work. PART 2 -PRODUCTS 2.01 MATERIALS A. Fencing shall be new plastic snow-type
fencing, 4' high. Posts shall be heavy-duty studded steel T-posts, 1-3/8" x 1-3/8" x 7/64" thick by 4' tall. PART 3 -EXECUTION 3.01 INSTALLATION A. Trees to be protected shall have fencing
placed completely around the tree at the full spread of the branches. B. Plants to remain shall have fencing placed completely around individual or groups of plants 1' beyond edge of
plants. C. Existing lawn and other areas to be left undisturbed shall have fencing placed where indicated or as required for protection. D. Space posts 6' o.c. and drive 3' into the
ground. Fasten fence to each post with five (5) fasteners. E. Place warning signs on tree protective fencing stating "Do Not Store Materials Within Fence".
TSC 212012 Tree and Plant Protection Section 01 53 20-2 3.02 MAINTENANCE A. Maintain fencing in good repair until completion of the Project unless directed otherwise by the Construction
Manager. B. Remove fencing when directed by the Construction Manager. END OF SECTION 01 53 20
TSC 212012 Barricades Section 01 53 30-1 SECTION 01 53 30 -BARRICADES PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General
Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 BARRICADES A. The Structural Steel Contractor shall furnish and install wire rope perimeter
cabling in accordance with OSHA at elevated floor slab edges and openings framed of steel. 1. Cabling shall be erected prior to placing of concrete slabs. B. The General Trades Contractor
shall provide and maintain OSHA approved toe boards at all elevated floor slab edges and openings. 1. Maintain and relocate as the work progresses the cabling installed by the Structural
Steel Contractor and toe boards installed by this contract. 2. Dismantle and discard the cabling installed by the Structural Steel Contractor and toe boards installed by this contract
when no longer of service. C. The General Trades Contractor shall provide and maintain OSHA approved top rail, mid rail and toe boards at all elevated floor slab edges and openings not
framed of steel. 1. Maintain and relocate as the work progresses the railing and toe boards installed by this contract. 2. Dismantle and discard when no longer of service. PART 2 -PRODUCTS,
PART 3 -EXECUTION: (Not Used) END OF SECTION 01 53 30
TSC 212012 Environment Protection Section 01 54 60-1 SECTION 01 54 60 -ENVIRONMENT PROTECTION PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,
including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 APPLICABLE REGULATIONS A. In order to prevent, and to provide for
abatement and control of any environmental pollution arising from the construction activities of the Contractor and his Subcontractors in the performance of this Contract, they shall
comply with all applicable federal, state, and local laws, and regulations concerning environmental pollution control and abatement as well as the specific requirements stated elsewhere
in the Contract Documents. 1.03 RECORDING AND PRESERVING HISTORICAL AND ARCHAEOLOGICAL FINDS A. All items having any apparent historical or archaeological interest which are discovered
in the course of any construction activities shall be carefully preserved. The Contractor shall leave the archaeological find undisturbed and shall immediately report the find to the
Architect so that the proper authorities may be notified. 1.04 PROTECTION OF WATER RESOURCES A. The Contractor shall not pollute water resources with fuels, oils, bitumens, calcium chloride,
acids, or harmful materials. It is the responsibility of the Contractor to investigate and comply with all applicable federal, state, county, and municipal laws concerning pollution
of rivers and streams. All Work under this Contract shall be performed in such a manner that objectionable conditions will not be created in water resources through or adjacent to the
Project areas. 1. Spillages: At all times of the year, special measures shall be taken to prevent chemicals, fuels, oils, grease, bituminous materials, waste washings, herbicides and
insecticides, and cement from entering water resources. 2. Disposal: If any waste material is dumped in unauthorized areas, the Contractor shall remove the material and restore the area
to its original condition. If necessary, contaminated ground shall be excavated, disposed of as directed by the Architect, and replaced with suitable fill material, compacted and finished
with topsoil, all at the expense of the Contractor.
TSC 212012 Environment Protection Section 01 54 60-2 1.05 PROTECTION OF FISH AND WILDLIFE A. The Contractor shall at all times perform all work and take such steps required to prevent
any interference or disturbance to fish and wildlife. Fouling or polluting of water will not be permitted. Wash waters and wastes shall be processed, filtered, ponded, or otherwise treated
prior to their release into the storm sewers or streams. 1.06 PROTECTION OF MONUMENTS, MARKERS AND ART WORK A. Monuments and markers shall be protected before beginning operations near
them. 1.07 MAINTENANCE OF ENVIRONMENT PROTECTION CONTROL FACILITIES DURING CONSTRUCTION A. During the life of this Contract, the Contractor shall maintain all facilities constructed
for pollution control under this Contract as long as the operations creating the particular pollutant are being carried out or until the material concerned has become stabilized to the
extent that pollution is no longer being created. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) Used) END OF SECTION 01 54 60
TSC 212012 Utility Protection Section 01 54 80-1 SECTION 01 54 80 -UTILITY PROTECTION PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including
amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 PROTECTION A. Existing utility lines and structures indicated or known, and
utility lines constructed for this Project shall be protected from damage during construction operations. B. Locate and flag all lines and structures before beginning excavation and
other construction operations. 1.03 REMOVAL AND RELOCATION A. When utility lines and structures that are to be removed or relocated are encountered within the area of operations, notify
the Construction Manager and affected utility in ample time for the necessary measures to be taken to prevent interruption of the services. 1.04 UNKNOWN LOCATIONS A. Damage to existing
utility lines or structures not indicated or known shall be reported immediately to the Construction Manager and the affected utility. If determined that repairs are required under the
Contract, the cost of such repairs will be covered by Change Order. B. Record locations of utility lines or structures on "Project Record Drawings" maintained at the jobsite by the Construction
Manager. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) END OF SECTION 01 54 80
TSC 212012 Access Roads and Parking Areas Section 01 55 00-1 SECTION 01 55 00 -ACCESS ROADS AND PARKING AREAS PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions
of the Contract, including amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 REQUIREMENTS INCLUDED A. Access Roads. B. Parking.
C. Existing Pavements and Parking Areas. D. Permanent Pavements and Parking Facilities. E. Maintenance. F. Removal, Repair. PART 2 -PRODUCTS 2.01 MATERIALS A. For Temporary Construction:
Contractor's option of crushed stone or gravel. B. For Permanent Construction: As specified. PART 3 -EXECUTION 3.01 PREPARATION A. Clear areas, provide surface (and storm) drainage of
premises and adjacent areas. B. When practicable, coordinate use of permanent roads and parking areas with Paving Contractor.
TSC 212012 Access Roads and Parking Areas Section 01 55 00-2 3.02 ACCESS ROADS A. Construct temporary (all-weather) access roads from public thoroughfares to serve construction area,
of a width and load-bearing capacity to provide unimpeded traffic for construction purposes. B. Construct temporary bridges and culverts to span low areas and allow unimpeded drainage.
C. Extend and relocate as work progress requires, provide detours as necessary for unimpeded traffic flow. D. Location as approved by Construction Manager. E. Provide unimpeded access
for emergency vehicles. Maintain twenty foot (20') width driveways with turning space between and around combustible materials. F. Provide and maintain access to fire hydrants and control
valves free of obstructions. 3.03 PARKING A. Construct temporary parking areas to accommodate use of construction personnel. When site space is not adequate, provide additional off-site
parking. B. Location as approved by Construction Manager. 3.04 EXISTING PAVEMENTS AND PARKING AREAS A. Designated existing onsite streets and driveways may be used for construction traffic.
Tracked vehicles not allowed. 3.05 PERMANENT PAVEMENTS AND PARKING FACILITIES A. Prior to Substantial Completion base for permanent roads and parking areas may be used for construction
traffic. Avoid traffic loading beyond paving design capacity. Tracked vehicles not allowed. 3.06 MAINTENANCE A. Maintain traffic and parking areas in sound condition, free of excavated
material, construction equipment, products, mud, snow, and ice. B. Maintain existing and permanent paved areas used for construction, promptly repair breaks, potholes, low areas, standing
water, and other deficiencies, to maintain paving and drainage in original or specified condition.
TSC 212012 Access Roads and Parking Areas Section 01 55 00-3 3.07 REMOVAL, REPAIR A. Remove temporary materials and construction when permanent paving is usable. B. Remove underground
work and compacted materials to a depth of two feet (2'); fill and grade site as specified. C. Repair existing and permanent facilities damaged by usage to original and specified condition.
END OF SECTION 01 55 00
TSC 212012 Dust Control Section 01 56 20-1 SECTION 01 56 20 -DUST CONTROL PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended
General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 QUALITY ASSURANCE A. Comply with the requirements of the Air Pollution Control Board
of the State of Indiana and other specified requirements. 1.03 DUST CONTROL A. The Contractor will be required to maintain all excavations, embankments, stockpiles, haul roads, permanent
access roads, plant sites, waste areas, borrow areas, and all other work areas on or off site free of dust. B. Approved temporary methods of stabilization consisting of sprinkling, chemical
treatment, light bituminous treatment, or similar methods will be permitted to control dust. Sprinkling, to be approved, must be repeated at such intervals as to keep all parts of the
disturbed area at least damp at all times; and the Contractor must have sufficient competent equipment on the job to accomplish this if sprinkling is used. Sprinkling that causes much
tracking of public roads will not be allowed and other approved methods must be used. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) END OF SECTION 01 56 20
TSC 212012 Water Control Section 01 56 30-1 SECTION 01 56 30 -WATER CONTROL PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended
General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 WATER CONTROL A. Protect excavations, trenches and structure from damage by rain water,
ground water, backing-up of drains and sewers and from all other water. Provide pumps, well points, equipment and enclosures to provide protection for the Work. B. Install approved temporary
erosion control devices when discharge velocity of pumping equipment causes soil erosion at the point of discharge. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) END OF SECTION 01
56 30
TSC 212012 Erosion Control Section 01 56 80-1 SECTION 01 56 80 -EROSION CONTROL PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended
General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 QUALITY ASSURANCE A. Conform to requirements of regulatory agencies as called for
in the General Conditions. 1. The following list is included as a bidding and construction aid and does not necessarily represent all affected agencies. a. Environmental Protection Agency.
b. Corps of Engineers. c. Department of Agriculture, Soil Conservation Service. d. State of Indiana, Stream Pollution Control Board. e. State of Indiana, Department of Natural Resources,
Division of Water. f. County and municipal regulatory agencies. B. Reference Standards. 1. The latest issues of the following documents form a part of this Specification to the extent
indicated hereinafter. a. Indiana Department of Transportation, "Standard Specification" (INDOT). b. U.S.Department of Agriculture, Soil Conservation Service, Agriculture Information
Bulletin 343, "Controlling Erosion on Construction Sites". PART 2 -PRODUCTS 2.01 MATERIALS A. Mulches and Binding Material. 1. Straw bales shall be wire bound, unweathered, wheat straw
containing no viable seeds of noxious weeds as defined by Indiana Seed Law. a. When bales are used for sediment traps, provide two (2) 36" stakes per bale.
TSC 212012 Erosion Control Section 01 56 80-2 PART 3 -EXECUTION 3.01 INSTALLATION A. General: 1. Surface drainage from cuts and fills within the construction limits, whether or not completed,
and from borrow and waste disposal areas, shall, if turbidity producing materials are present, be held in suitable sedimentation ponds or shall be graded to control erosion within acceptable
limits. 2. Temporary erosion and sediment control measures such as berms, dikes, drains, or sedimentation basins, if required to meet the above standards, shall be provided and maintained
until permanent drainage and erosion control facilities are completed and operative. 3. The area of bare soil exposed at any one time by construction operations should be held to a minimum.
Stream crossing by fording with equipment shall be limited to control turbidity and in areas of frequent crossings temporary culverts or bridge structures shall be installed. Any temporary
culverts or bridge structures shall
be removed upon completion of the Project. 4. Fills and waste areas shall be constructed by selective placement to eliminate silts or clays on the surface that will erode and contaminate
adjacent streams. B. Temporary anti-mud tracking road and wheel wash area. 1. Verify removal of topsoil as specified in the appropriate specification section. 2. Spreading of compacted
aggregate shall comply with IDOTSS 303.09. 3. Renew surface as often as required to provide 100% protection against mud tracking on public roads. 4. Remove as required for installation
of other work as required by work sequence schedule. Clean wheel sediment trap to maintain basin. C. Straw Bale Sediment Filters. 1. Install straw bales (laid end to end) for erosion
and sediment traps. Bales generally are to be placed along a line twenty feet (20') beyond toe of slopes, around sediment settling basins, wheel wash areas, and other such locations
as indicated. Remove sediment before it reaches the 1/3 point on the bales. Maintain bales in position until permanent grass is sown and mulched. D. Diversion ditches, sediment basins
and erosion repair. 1. Construct diversion ditches along the top of all slopes, provide chutes along the slopes from diversion ditches to sediment basins located at the toe of slopes.
Ditches, chutes and sediment basins to be large enough to carry a one year storm of 30 minutes duration. Chute to be constructed of polyethylene sheeting or other approved material.
Repair all slope and ditch erosion after each rainfall and clean sediment basins to maintain capacity. Maintain all work until installation of permanent lawn or planting. Remove when
and as directed.
TSC 212012 Erosion Control Section 01 56 80-3 2. Readjust location of control devices when and as necessary to prevent sediment from entering streams or sewers. 3.02 MAINTENANCE A. Sediment
Traps and Diversion Ditches 1. Maintain until installation of permanent construction. 2. Remove sediment and redistribute on site where directed. Maximum allowable depth of sediment
in any trap shall be 33%. END OF SECTION 01 56 80
TSC 212012 Housekeeping & Safety – 01 56 90-1 SECTION 01 56 90 – HOUSEKEEPING & SAFETY PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including
amended General Conditions and other Division 1 Specification Sections, apply to work of this Section. 1.02 PURPOSE A. The purpose of this Section is to define and emphasize the responsibilities
of the Construction Manager and each Contractor to keep the work site orderly, clean and safe for everyone. 1.03 HOUSEKEEPING REQUIREMENTS A. Each Contractor shall execute housekeeping
to keep his work, the site and adjacent properties free from accumulations of construction operations and as follows: 1. Clean up all waste materials, rubbish and debris resulting from
his own operations at such frequencies as required by the Construction Manager; but as a minimum on a daily basis. 2. Place waste materials, rubbish and debris in trash carts and deliver
trash carts outside the building to 3. Organize and secure materials, equipment, offices in assigned areas. Maintain administrative areas in an orderly fashion and relocate as necessary
to facilitate the sequence of construction. rubbish containers, as provided under Section 01 52 60. 4. Repair, patch, and touch up marred surfaces to match adjacent finishes damaged
by his own operations. 5. Leave all work areas in a "broom clean" condition at the completion of their work for the day. 6 Participate in joint clean up as directed by the Construction
Manager. 7. Utilized established break areas and ensure employees and subcontractors do not bring food or drink into the work area. 8. Enforce No Smoking Policies. B. The Construction
Manager shall be responsible for the following items: 1. Assign locations of and responsibility for site operations and logistics to include parking, storage, project offices, break
areas, rubbish containment facilities and other administrative project requirements. 2. Oversee cleaning and ensure the building and grounds are maintained free from accumulations of
waste materials, rubbish, and debris. 3. The Construction Manager may, from time to time schedule joint trade clean-up times in which all Contractors shall provide labor, in proportion
to the manpower employed during the time period, to clean up all debris.
TSC 212012 Housekeeping & Safety – 01 56 90-2 C. Each Contractor is financially responsible for his own housekeeping operations. Clean-up must be timely as well as thorough in order
to meet safety regulations and permit other Contractors to perform without hindrance from dirt and debris. Failure to perform daily cleaning to the satisfaction of the Construction Manager
will result in a $500/day fine. D. The cost of this work shall be included in the Contractor's Bid and must appear as a line item on the "Schedule of Values" as 1% of the total contract
amount. 1.04 SAFETY REQUIREMENTS A. Each Contractor is responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance
of their work including: 1. Protection of their employees and those around them that may be affect by their work. 2. Providing and maintaining an up-to-date HAZCOM and Safety Plan on
file in the Construction Managers office. No contractor may mobilize or work on the site without said plan on file in the Construction Managers Office. MSDS must be kept current for
materials utilized on the job site. 3. Identifying and notifying the Construction Manager of hazards whether a result of their operations or operations affecting or may affect their
employees on project. 4. Each Contractor will employ and identify a “competent person” as defined by OSHA for each of its operations in accordance with OSHA/IOSHA/MIOSHA regulations.
B. Construction Manager will coordinate the safety plans of each contractor and notify the Owner of any known hazards that may affect the site. PART 2 -PRODUCTS 2.01 MATERIALS A. Use
cleaning materials only on surfaces recommended by cleaning material manufacturer. B. Use only those cleaning materials which will not create hazards to health or property and which
will not damage surfaces. C. Each Contractor shall provide his own cleaning materials and equipment. D. Ensure that current Material Safety Data Sheets are on file in the HAZCOM and
Safety Plan in the Construction Manager’s Office.
TSC 212012 Housekeeping & Safety – 01 56 90-3 PART 3 -EXECUTION 3.01 DURING CONSTRUCTION A. Execute cleaning to ensure that building, grounds, public and adjacent properties are maintained
free from accumulations of waste materials and rubbish. B. Wet down dry materials and rubbish to lay dust and prevent blowing dust. C. Daily during progress of work, clean site and public
properties and deliver waste materials, debris and rubbish to dumpster type rubbish container provided under Section 01 52 60. D. Leave no Trash or Debris in the building or uncontained
on the site overnight. E. Remove debris from concealed spaces before enclosing the space. F. Handle materials in a controlled manner with as few handlings as possible; do not drop or
throw materials from heights. G. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces or affect
the HVAC systems. H. Place no new work on dirty surfaces. I. Store volatile wastes in covered metal containers, and remove from premises daily. J. Prevent accumulation of wastes which
create hazardous conditions. K. Provide adequate ventilation during use of volatile or noxious substances. L. Conduct cleaning and disposal operations to comply with local ordinances
and antipollution laws. 1. Do not burn or bury rubbish and waste materials on Project site. 2. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm
or sanitary drains. 3. Do not dispose of wastes into streams or waterways. M. Clean exposed surfaces and protect as necessary to maintain them free from damage and deterioration through
Substantial Completion. END OF SECTION 01 56 90
TSC 212012 Project Signs Section 01 57 60-1 SECTION 01 57 60 -PROJECT SIGNS PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended
General Conditions and other Division-1 Specification Sections, apply to Work of this Section. B. Allow for six (6) Information and Traffic Control signs to be installed on the Project,
size 4' x 4' (see following page for layout). C. Allow for one (1) Project Visitor Safety First sign to be installed on Project, size 4' x 6' (see following page for layout). D. Allow
for one (1) Project sign to be installed on Project, size 6’ x 8’ (see following page for layout). PART 2 -PRODUCTS 2.01 MATERIALS A. Face: 1/2" thick laminated signboard, exterior type
with smooth faces for paint finish. B. Posts: Structural lumber with smooth faces for paint finish. C. Finish: Wood primer and enamel finish coat of paint as approved by Construction
Manager. PART 3 -EXECUTION 3.01 SIGNS A. Provide and maintain adequate signage to control construction traffic and site visitors. 1. Text will be per the Skillman Corporation sign standards.
Camera ready art and sign purchase is available through Reprographic Arts Signs at (219) 872-9111, if so desired. 2. Remove signage when directed by Construction Manager.
TSC 212012 Project Signs Section 01 57 60-2 SECTION 015760 -PROJECT SIGNS B. Provide a painted job identification sign, professionally lettered and maintained, giving name of Project,
the names and addresses of the Owner, the Architect, and the Construction Manager. Text, color, and size of letters will be provided by the Construction Manager -see sign standard. 1.
Size shall be 72" x 96". 2. Signs shall have text on two sides. 3. Text will be per the Skillman Corporation sign standards. Camera ready art and sign purchase is available through Reprographic
Arts Signs at (219) 872-9111, if so desired. 4. Remove signage when directed by Construction Manager.
TSC 212012 Project Signs Section 015760-3 • All signs to be constructed from ½” laminated signboard. Sign Specifications: • Sign dimensions 4” x 6’ with • All backgrounds of all jobsite
signs – red (PMS 1807) • Trade Gothic Font with White Lettering • 4”x 4” wood posts PROJECT VISITOR SIGN
TSC 212012 Project Signs Section 015760-4 White Lettering Sign Specifications: Signs to be constructed from ½” laminated signboard. Sign dimensions 4’ x 4’ Background of signs
– red (PMS 1807) 4” x 4” wood posts. TEXT – White lettering in Trade Gothic font and white directional arrows as required: Construction Entrance Construction Deliveries/Hours ?
to ? Construction Managers Office Construction Parking Construction Traffic Construction Parking Area INFORMATION & TRAFFIC CONTROL SIGNS
TSC 212012 Project Signs Section 015760-5 White Lettering with Trade Gothic Font Sign Specifications: Signs to be constructed from ½” laminated signboard. Sign dimensions 6’ x
8’ Background of signs – red (PMS 1807) 4”x 4” wood posts. PROJECT SIGN
TSC 212012 Project Office Section 01 59 10-1 SECTION 01 59 10 -PROJECT OFFICE PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended
General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY CONSTRUCTION OFFICE A. The Owner, through the Construction Manager, will
provide and maintain adequate office space for the representatives of the Architect, the Construction Manager, and the Owner for their exclusive use and equipped as follows: 1. Heated
and air conditioned with operating windows and a locked door. 2. Plan tables, racks for drawings, desks, chairs, file cabinets, and similar items. B. This office space will also be used
for Progress Meetings unless notified otherwise. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) END OF SECTION 01 59 10
TSC 212012 Offices and Sheds Section 01 59 20-1 SECTION 01 59 20 -OFFICES AND SHEDS PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including
amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 TEMPORARY STRUCTURES A. Temporary structures required for offices, storage
or other purposes in the performance of the Work, shall be located and erected only with approval of the Construction Manager and Owner and shall be removed and the premises shall be
cleaned of all debris when directed. The vacated area shall be restored to the original condition when necessary. B. All temporary worksheds and offices, if of combustible construction,
shall be located at least thirty feet (30') from the building. C. Contractors requiring power to temporary structures will make their own arrangements for such power as provided in Section
01 51 10. D. Relocation costs by CONTRACTOR. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) END END OF SECTION 01 59 20
TSC 212012 Product Requirements 01 60 00-1 SECTION 01 60 00 -PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. The Work of this Section shall be included as a part of the
Contract Documents of each Contractor on this Project. Where such Work applies to only one Contractor, it shall be defined as to which Contractor the Work belongs. 1.02 SUMMARY A. This
Section includes administrative and procedural requirements governing the Contractor's selection of products for use in the Project. 1. Product standards and quality. 2. Substitutions
3. Manufacturer's directions 4. Warranties 5. Material delivery and responsibilities 6. Protection 7. Acceptance of equipment or systems B. It is the intent of the Specifications and
Drawings to accomplish a complete and first-grade installation in which there shall be installed new materials and products of the latest and best design and manufacturer. Workmanship
shall be thoroughly firstclass and complete, executed by competent and experienced workmen. C. Equipment, specialties, and similar items shall be checked for compliance and fully approved
prior to installation. Contractors are cautioned that work or equipment installed without approval is subject to condemnation, removal, and subsequent replacement with an approved item
without extra remuneration. D. Related Work Specified Elsewhere 1. Section 00 10 00 -Instructions to Bidders 2. Section 01 33 00 -Submittal Procedures 1.03 DEFINITIONS A. Definitions
used in this Article are not intended to change the meaning of other terms used in the Contract Documents, such as “specialties,” “systems,” “structure,” “finishes,” “accessories,” and
similar terms. Such terms are self explanatory and have well recognized meanings in the construction industry. 1. “Products” are items purchased for incorporation in the Work, whether
purchased for the project or taken from previously purchased stock. The term “product” includes the terms “material,” “equipment,” “system,” and terms of similar intent.
TSC 212012 Product Requirements 01 60 00-2 2. “Named Products” are items identified by the manufacturer’s product name, including make or model number or other designation, shown or
listed in the manufacturer’s published product literature, that is current as of the date of the Contract Documents. B. “Materials” are products substantially shaped, cut, worked, mixed,
finished, refined, or otherwise fabricated, processed, or installed to form a part of the Work. C. “Equipments” is a product with operational parts, whether motorized or manually operated,
that require service connections, such as wiring or piping. 1.04 QUALITY ASSURANCE A. Source Limitations: To the fullest extent possible, provide products of the same kind from a single
source. B. Compatibility of Options: When the Contractor is given the option of selecting between 2 or more products for use on the project, the product selected shall be compatible
with products previously selected, even if previously selected products were also options. 1. Each prime contractor is responsible for providing products and construction methods that
are compatible with products and construction methods of other prime or separate contractors. 2. If a dispute arises between prime contractors over concurrently selectable, but incompatible
products, the Architect will determine which products shall be retained and which are incompatible and must be replaced. 1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store,
and handle products according to the manufacturer’s recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. 1. Schedule delivery
to minimize long term storage at the site and to prevent over crowding of construction spaces. 2. Coordinate delivery with installation time to assure minimum holding time for items
that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to the site in an undamaged condition in the manufacturer’s
original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products upon delivery
to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 5. Store products of the site in a manner that will facilitate inspection
and measurement of quality or counting of units.
TSC 212012 Product Requirements 01 60 00-3 6. Store heavy materials away from the project structure in a manner that will not endanger the supporting construction. 7. Store products
subject to damage by elements above ground, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range
required by manufacturer’s instructions. PART 2 PRODUCTS 2.01 PRODUCT STANDARDS AND QUALITY A. The Contract is based on the materials, equipment, and methods described in the Contract
Documents. B. Where in the Drawings and Specifications certain products, manufacturer's trade names, or catalog numbers are given, it is done for the expressed purpose of establishing
a basis of quality, durability, and efficiency of design in harmony with the work outlined and is not intended for the purpose of limiting competition. C. The Architect will consider
proposals for substitution of materials, equipment, and methods only when such proposals are accompanied by full and complete technical data and all other information required by the
Architect to evaluate the proposed substitution. D. Do not substitute materials, equipment, or methods unless such substitution has been specifically approved for this Work by the Architect.
1. Refer to Section 00 10 00 -Instructions to Bidders. E. "Or equal": 1. Where the phrase "or equal" or "or equal as approved by the Architect" occurs in the Contract Documents, do not
assume that material, equipment, or methods will be approved as equal by the Architect unless the item has been specifically approved for this Work by the Architect in an Addendum. 2.
The decision of the Architect shall be final. F. Availability of Specified Items: 1. Verify prior to bidding that specified items will be available in time for installation during orderly
and timely progress of the Work. 2. In the event specified item or items will not be so available, so notify the Architect prior to receipt of bids. 3. Costs of delays because of nonavailability
of specified items, when such delays could have been avoided by the Contractor, will be back charged as necessary and shall not be borne by the Owner.
TSC 212012 Product Requirements 01 60 00-4 G. Separate Substitute Bids: Bidders may, if they wish, submit additional, completely separate bids using materials and methods other than
those described in these Contract Documents, provided that substitutions are clearly identified and described and that the bid is in accordance with the provisions of the Contract Documents.
Refer to Instructions To Bidders. H. Where the questions of appearance, artistic effect, or harmony of design are concerned, the Architect reserves the right to refuse approval of substituted
products proposed to be substituted for that specified, if in his opinion the item to be substituted is not harmonious to the finished effect and appearance desired, as portrayed in
the Drawings and Specifications. The Architect's said refusal to approve, established by this paragraph, is final and not subject to arbitration. 2.02 SUBSTITUTIONS A. Substitutions:
Changes in products, materials of construction required by the Contract Documents proposed by the Contractor after award of the Contract are considered to be requests of substitutions.
The following are not considered to be requests for substitutions. 1. Substitutions requested during the bidding period, accepted by Addendum prior to award of the Contract, are included
in the Contract Documents and are not subject to requirements specified in this Section for substitutions. 2. Revisions to the Contract Documents requested by the Owner or Architect.
3. Specified options of products and construction methods included in the Contract Documents. 4. The Contractor’s determination of and compliance with governing regulations and orders
issued by governing authorities. B. Conditions: The Architect will receive and consider the Contractor’s request for substitution when one or more of the following conditions are satisfied,
as determined by the Architect. If the following conditions are not satisfied, the Architect will return the requests without action except to record noncompliance with these requirements:
1. Extensive revisions to the Contract Documents are not required. 2. Proposed changes are in keeping with the general intent of the Contract Documents. 3. The request is timely, fully
documented, and properly submitted. 4. The specified product or method of construction cannot be provided within the Contract Time. The Architect will not consider the request if the
product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly. 5. The requested substitution offers the Owner a substantial
advantage, in cost, time, energy conservation, or other considerations, after deducting additional responsibilities the Owner must assume. The Owner’s additional responsibilities may
include compensation to the Architect for redesign and
TSC 212012 Product Requirements 01 60 00-5 evaluation services, increased cost of other construction by the Owner, and similar considerations. 6. The specified product or method of construction
cannot receive necessary approval by a governing authority, and the requested substitution can be approved. 7. The specified product or method of construction cannot be provided in a
manner that is compatible with other materials and where the Contractor certifies that the substitution will overcome the incompatibility. 8. The specified product or method of construction
cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitutions provides the required warranty. 9. Where a proposed substitution
involves more than one prime contractor, each Contractor shall cooperate with the other Contractors involved to coordinate the Work, provide uniformity and consistency, and assure compatibility
of products. 2.03 MANUFACTURER’S DIRECTIONS A. Manufactured products products shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the manufacturer’s
printed directions, unless herein specified to the contrary. Where manufacturer’s printed directions are available and where reference is made to manufacturer’s directions in the Specifications,
the Contractor shall submit two 2 copies of such directions through the Construction Manager to the Architect prior to the beginning of Work covered thereby. B. Where specific installation
instructions are not part of these Specifications and Drawings, equipment shall be installed in strict accordance with instructions from the respective manufacturers. Where installation
instructions included in these Specifications or Drawings are at a variance with instructions furnished by the equipment manufacturer, the Contractor shall make written request for clarification
from the Architect. C. In accepting or assenting to the use of apparatus or material, or make, or arrangement thereof, the Architect in no way waives the requirements of these Specifications
or the warranty embodied therein. 2.04 WARRANTIES A. Specific warranties or bonds called for in the Contract Documents, in addition to that falling under the general warranty as set
forth in General Conditions, shall be furnished in accordance with the requirements of the Specifications. 1. Manufacturer’s disclaimers and limitations on product warranties do not
relieve the Contractor of the warranty on the Work that incorporates the products. Manufacturer’s disclaimers and limitations on product warranties
TSC 212012 Product Requirements 01 60 00-6 do not relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 2. Owner’s Recourse:
Expressed warranties made to the Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under law. Expressed
warranty periods shall not be interpreted as limitations on the time in which the Owner can enforce such other duties, obligations, rights, or remedies. a. Rejection of Warranties: The
Owner reserves the right to reject warranties and to limit selection to products with warranties not in conflict with requirements of the Contract Documents. B. Each Contractor shall
and does hereby agree to warrant for a period of one year, or for longer periods, where so provided in the Specifications, as evidenced by the date of Substantial Completion issued by
the Architect, products installed under the Contract to be of good quality in every respect and to to remain so for periods described herein. C. Should defects develop in the aforesaid
Work within the specified periods, due to faults in products or their workmanship, the Contractor hereby agrees to make repairs and do necessary Work to correct defective Work to the
Architect's satisfaction, in accordance with the amended General Conditions. Such repairs and corrective Work, including costs of making good other Work damaged by or otherwise affected
by making repairs or corrective Work, shall be done without cost to the Owner and at the entire cost and expense of the Contractor within 14 days after written notice to the Contractor
by the Owner. 1. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result of such failure
or must be removed and replaced to provide access for correction of warranted construction. 2. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected
by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation.
D. Nothing herein intends or implies that the warranty shall apply to Work which has been abused or neglected or improperly maintained by the Owner or his successor in interest. E. Where
service on products is required under this Article, it shall be promptly provided when notified by the Owner and no additional charge shall be made, unless it can be established that
the defect or malfunctioning was caused by abuse or accidental damage not to be expected under conditions of ordinary wear and tear. F. In the event movement in the adjoining structure
or components causes malfunctioning, the Contractor responsible for the original installation of the adjoining structure or components shall provide such repair, replacement, or
TSC 212012 Product Requirements 01 60 00-7 correction necessary to provide for proper functioning to bring the equipment back into the same operating condition as approved at the completion
of the building. G. The manufacturer and supplier expressly warrants that each item of equipment furnished by him and installed in this Project is suitable for the application shown
and specified in the Contract Documents and includes features, accessories, and performing characteristics listed in the manufacturer's catalog in force on the date bids are requested
for the Work. This warranty is intended as an assurance by the manufacturer that his equipment is not being misapplied and is fit and sufficient for the service intended. This warranty
is in addition to and not in limitation of other warranties or remedies required by law or by the Contract Documents. It shall be the responsibility of the Contractor for the particular
equipment to obtain this warranty in writing. H. In case the Contractor fails to do Work so ordered, the Owner may have work done and charge the cost thereof against monies retained
as provided for in the Agreement and, if said retained monies shall be insufficient to pay such cost or if no money is available, the Contractor and his Sureties shall agree to pay to
the Owner the cost of such Work. 2.05 MATERIAL DELIVERY AND RESPONSIBILITIES A. Each Contractor shall be responsible for materials he orders for delivery to the jobsite. Responsibility
includes, but is not limited to, receiving, unloading, storing, protecting, and setting in place; ready for final connections. Each Contractor will coordinate jobsite storage with the
Construction Manager. 1. The Owner will not be responsible for deliveries related to the construction or operation of the Contractor. The Owner cannot sign delivery forms for the Contractor.
B. Contractors shall insure that products are delivered to the Project in accordance with the Construction Schedule of the Project. In determining date of delivery, sufficient time shall
be allowed for shop drawings and sample approvals, including the possibility of having to resubmit improperly prepared submittals or products other than those specified and the necessary
fabrication or procurement time along with the delivery method and distance involved. 2.06 PROTECTION A. Each Contractor shall protect building elements and products when subject to
damage. Should workmen or other persons employed or commissioned by one Contractor be responsible for damage, the entire cost of repairing said damage shall be assumed by said individual
Contractor. Should damage be done by a person or persons not employed or commissioned by a Contractor, the respective Contractors shall make repairs and charge the cost to the guilty
person or persons. The affected Contractors shall be responsible for collecting such charges. If the person or persons
TSC 212012 Product Requirements 01 60 00-8 responsible for damage cannot be discovered, full and satisfactory repairs shall be made by the respective Contractor, and the cost of Work
shall be prorated against each Contractor. B. The respective Contractors shall protect their products prior to installation and final acceptance. Storage shall be dry, clean, and safe.
Materials or equipment damaged, deteriorated, rusted or defaced due to improper storage, shall be repaired, refinished, or replaced, as required by the Architect. Products lost through
theft or mishandling shall be replaced by the Contractor without cost to the Owner. 2.07 ACCEPTANCE OF EQUIPMENT OR SYSTEMS A. The Owner will not accept the start of the warranty period
on systems or equipment until Substantial Completion is issued to the respective Contractor(s) for Owner's occupancy of the building, in part or whole. Each Contractor shall make such
provisions as required to extend the manufacturer's warranty from time of initial operation of systems or equipment until Substantial Completion is given in writing. PART 3 EXECUTION
(Not Used) END OF SECTION – 01 60 00
TSC 212012 Final Cleaning Section 01 71 50-1 SECTION 01 71 50 -FINAL CLEANING PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended
General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 SAFETY REQUIREMENTS A. Hazards Control. 1. Store volatile wastes in covered metal
containers, and remove from premises daily. 2. Prevent accumulation of wastes, which create hazardous conditions. 3. Provide adequate ventilation during use of volatile or noxious substances.
B. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. 1. Do not burn or bury rubbish and waste materials on Project site. 2. Do not dispose
of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. 3. Do not dispose of wastes into streams or waterways. PART 2 -PRODUCTS 2.01 MATERIALS
A. Use only cleaning materials recommended by manufacturer of surface to be cleaned. B. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3
-EXECUTION 3.01 FINAL CLEANING A. Employ professional cleaners for final cleaning. B. In preparation for substantial completion or occupancy, conduct final inspection of interior and
exterior surfaces and of concealed spaces. C. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from interior and exterior finished surfaces. Clean
all surfaces exposed to the accumulation of dirt, dust or debris whether or not easily with-in sight.
TSC 212012 Final Cleaning Section 01 71 50-2 D. Clean all areas of glass. E. Broom clean paved surfaces; rake clean other surfaces of grounds. F. Maintain cleaning until Project, or
portion thereof, is accepted by the Owner. G. Immediately bring to the attention of the Construction Manager any items requiring repair that are discovered during the process of final
cleaning. H. When final cleaning involves use of volatile or noxious products and there exists a possibility of fumes entering adjacent occupied areas, coordinate with Owner, through
Construction Manager, for additional ventilation requirements or a more acceptable time, including off hours, to perform the work. END OF SECTION 01 71 50
TSC 212012 Field Engineering Section 01 72 00-1 SECTION 01 72 00 -FIELD ENGINEERING PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including
amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 SUMMARY A. Section includes administrative and procedural requirements for
field engineering services including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. Anchor bolt location survey. 1.03 SUBMITTALS A.
Qualification Data: For land surveyor to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects,
owners, and Construction Managers and other information specified. B. Record Log: upon request C. Anchor Bolt Survey: upon completion of the Anchor Bolt installation. D. Certified Survey
of foundation walls and site improvements: upon completion. E. Report discrepancies found during Construction Layout to the Architect and Construction Manager in writing before proceeding
with the work. F. Request for Information: Upon discovery of items needing clarification in the Contract Documents. 1.04 QUALITY ASSURANCE A. Land Surveyor Qualifications: A professional
land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated. PART 2
– PRODUCTS -(Not Used)
TSC 212012 Field Engineering Section 01 72 00-2 PART 3 – EXECUTION 3.01 EXAMINATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction
indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting
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 construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction
affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; and underground
electrical services. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. 3.02 PREPARATION A. Existing Utility Information:
Furnish information to Construction Manager that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances
located in or affected by construction. Coordinate with authorities having jurisdiction. B. Field Measurements: Within 21 days after notice to proceed, take field measurements as required
to fit the Work properly. Where portions of the Work are indicated to fit to existing construction, verify dimensions of existing construction by field measurements before proceeding
with the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately
on discovery of the need for clarification of the Contract Documents, submit a request for information to Construction Manager. Include a detailed description of problem encountered,
together with recommendations for changing the Contract Documents. 3.03 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on
Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect and Construction Manager promptly.
TSC 212012 Field Engineering Section 01 72 00-3 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 of construction and elsewhere as needed to locate each element of Project. 2. Establish dimensions within tolerances indicated. Do not scale Drawings
to obtain required 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 Architect and Construction Manager 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, fill and topsoil placement,
utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels,
including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more
locations. E. Anchor Bolt Survey Location: On completion of anchor bolt installation and prior to erecting steel, prepare a certified survey showing dimensions, locations, angles, and
elevation of anchor bolts. F. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Make the log available for reference by Architect and
Construction Manager. 3.04 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 reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. 1. Do
not change change or relocate existing benchmarks or control points without prior written approval of Construction Manager. Report lost or destroyed permanent benchmarks or control points
to Construction Manager before proceeding. 2. Replace lost or destroyed permanent benchmarks and control points promptly. Base replacements on the original survey control points.
TSC 212012 Field Engineering Section 01 72 00-4 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 having jurisdiction for type and size of benchmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents.
2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work. 3. Remove temporary reference points when
no longer needed. Restore marked construction to its original condition. D. Certified Survey: On completion of foundation walls, major site improvements, and other work requiring field-engineering
services, submit in triplicate, a certified survey showing dimensions, locations, angles, and elevations of construction and sitework. END OF SECTION 01 72 00
TSC 212012 Work Layout Section 017250-1 SECTION 01 72 50 -WORK LAYOUT PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including amended General
Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 LAYOUT A. Each Contractor shall be responsible for the layout of his work and the coordination
of his work with other trades. B. Verify all grades, lines, levels and dimensions as shown on Drawings and report any errors or inconsistencies to the Construction Manager before commencing
work. C. Dimensions shall not be scaled from the Drawings. PART 2 -PRODUCTS, PART 3 -EXECUTION: (Not Used) END OF SECTION 01 72 50
TSC 212012 Cutting and Patching Section 01 73 10-1 SECTION 01 73 10 -CUTTING AND PATCHING PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including
amended General Conditions and other Division-1 Specification Sections, apply to work of this Section. 1.02 CUTTING AND PATCHING A. Definition: "Cutting and Patching" includes cutting
into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition.
1. "Cutting and patching" is performed for the coordination of the Work, to uncover work for access or inspection, to obtain samples for testing, to permit alterations to be performed
or for other similar purposes. 2. Cutting performed during the manufacture of products, or during the initial fabrication, erection or installation process is not considered to be "cutting
and patching" under this definition. Drilling of holes to install fasteners and similar operations is also not considered to be "cutting and patching". 3. "Demolition" and "Selective
Demolition" are recognized as related -but -separate categories of work, which may or may not require cutting and patching as defined in this Section; refer to "Demolition" and "Selective
Demolition" Sections of Division 2. B. Refer to other Sections of these Specifications for specific cutting and patching requirements and limitations applicable to individual units of
work. 1. Unless otherwise specified, requirements of this Section apply to mechanical and electrical work. Refer to Division-21 fire suppression, Division-22 plumbing, Division-23 heating,
ventilating, air conditioning, Division-26 electrical, Division 27 communications, and Division-28 electronic safety/security for additional requirements and limitations on cutting and
patching of mechanical and electrical work. 1.03 QUALITY ASSURANCE A. Requirements for Structural Work: Do not cut and patch structural work in a manner that would result in a reduction
of load-carrying capacity or of load-deflection ratio. B. Before cutting and patching the following categories of work, obtain the Architect/Engineer's approval to proceed with cutting
and patching as described in the procedural proposal for cutting and patching: 1. Structural steel. 2. Miscellaneous structural metals, including lintels, equipment supports, stair systems
and similar categories of work.
TSC 212012 Cutting and Patching Section 01 73 10-2 3. Structural concrete. 4. Foundation construction. 5. Timber and primary wood framing. 6. Bearing and retaining walls. 7. Structural
decking. 8. Piping, ductwork, vessels and equipment. 9. Structural systems of special construction, as specified by Division-13 Sections. C. Operational and Safety Limitations: Do not
cut and patch operational elements or safety related components in a manner that would result in a reduction of their capacity to perform in the manner intended, including energy performance,
or that would result in increased maintenance, or decreased operational life or decreased safety. D. Before cutting and patching the following elements of work, and similar work elements
here directed, obtain the Architect/Engineer's approval to proceed with cutting and patching as proposed in the proposal for cutting and patching. E. Visual Requirements: Do not cut
and patch work exposed on the building's exterior or in its occupied spaces, in a manner that would, in the Architect/Engineer's opinion result in lessening the building's aesthetic
qualities. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the Architect/Engineer to be
cut and patched in a visually unsatisfactory manner. 1.04 SUBMITTALS A. Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is required, submit
proposed procedures for this work well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal:
1. Describe nature of the work and how it is to be performed, indicating why cutting and patching cannot be avoided. Describe anticipated results of the work in terms of changes to existing
work, including structural, operational and visual changes as well as other significant elements. 2. List products to be used and firms that will perform work. 3. Give dates when work
is expected to be performed. 4. List utilities that will be disturbed or otherwise affected by work, including those that will be relocated and those that will be out of service temporarily.
Indicate how long utility service will be disrupted. 5. Where cutting and patching of structural work involves the addition of reinforcement, submit details and engineering calculations
to show how that reinforcement is integrated with original structure to satisfy requirements. 6. Approval by the Architect/Engineer to proceed with cutting and patching of work does
not waive the Architect/Engineer's right to later require complete
TSC 212012 Cutting and Patching Section 01 73 10-3 removal and replacement of work found to be cut and patched in an unsatisfactory manner. PART 2 -PRODUCTS 2.01 MATERIALS A. General:
Except as otherwise indicated, or as directed by Architect/Engineer, use materials for cutting and patching that are identical to existing materials. If identical materials are not available,
or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result
in equal or better performance characteristics. PART 3 -EXECUTION 3.01 INSPECTION A. Before cutting, examine the surfaces to be cut and patched and the conditions under which the work
is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work. 3.02 PREPARATION A. Temporary Support: To
prevent failure, provide temporary support of work to be cut. B. Protection: Protect other other work during cutting and patching to prevent damage. Provide protection from adverse weather
conditions for that part of the Project that may be exposed during cutting and patching operations. 1. Avoid interference with use of adjoining areas or interruption of free passage
to adjoining areas. C. Take precautions not to cut existing pipe, conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them. 3.03
PERFORMANCES A. General: Employ skilled workmen to perform cutting and patching work. Except as otherwise indicated or as approved by the Architect/Engineer, proceed with cutting and
patching at the earliest feasible time and complete work without delay. B. Cutting: Cut the work using methods that are least likely to damage Work to be retained or adjoining Work.
Where possible, review proposed procedures with the original installer; comply with original installer's recommendations.
TSC 212012 Cutting and Patching Section 01 73 10-4 1. In general, where cutting is required, use hand or small power tools designed for sawing or grinding, not hammering and chopping.
Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to ensure a neat hole. Cut holes and slots neatly to size required with minimum disturbance
of adjacent work. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use. 2.
Comply with requirements of applicable Section of Division 2 where cutting and patching is required in excavating and backfilling. 3. Bypass utility services such as pipe and conduit,
before cutting, where such utility services are shown or required to be removed, relocated, or abandoned. Cut-off conduit and piping in wall or partitions to be removed. After bypass
and cutting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter. C. Patching: Patch with seams which are
durable and as invisible as possible. Comply with specified tolerances for the work. 1. Where feasible, inspect and test patched areas to demonstrate integrity of work. 2. Restore exposed
finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing. 3. Where removal
of walls or partitions extends from one finished area into another finished area, patch and repair floor and wall surfaces in the new space to provide an even surface or uniform color
and appearance. If necessary to achieve uniform color and appearance, remove existing floor and wall coverings and replace with new materials. a. Where patch occurs in a smooth painted
surface, extend final paint coat over entire unbroken surface containing patch after patched area has received prime and base coat. D. Plaster installation: Comply with manufacturer's
instructions and install thickness and coats as indicated. 1. Unless otherwise indicated, provide 3-coat work. 2. Finish gypsum plaster with smooth-troweled finish. 3. Cut, patch, pointup
and repair plaster as necessary to accommodate other work and to restore cracks, dents, and imperfections. 3.04 CLEANING A. Thoroughly clean areas and spaces where work is performed
or used as access to work. Remove completely paint, mortar, oils, putty, items of similar nature. Thoroughly clean piping, conduit, and similar features before painting or other finishing
is applied. Restore damaged pipe covering to its original condition. END OF SECTION 01 73 10
TSC 212012 Contract Closeout Section 01 77 00-1 SECTION 01 77 00 -CONTRACT CLOSEOUT PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. The Work of this Section shall be included as a part of
the Contract Documents of each Contractor on this Project. B. Refer to the amended General Conditions of the Contract for Substantial Completion and final payment. 1.02 SUMMARY A. Closeout
is one of the most important aspects of the project. Preparation for Closeout starts from the beginning of the project and includes all the activities for final acceptance, final payment,
normal termination of contract, occupancy by Owner, and similar actions evidencing completion of the Work. Specific requirements for individual units of Work are specified in the contract
documents. Time of closeout is directly related to “Substantial Completion.” B. This Section includes administrative and procedural requirements for contract closeout including, but
not limited to, the following: 1. Prerequisites to substantial completion 2. Prerequisites to to final payment 3. Punch list 4. Correction of Work period 5. Project record documents
6. Certification of code compliance 7. Operation and maintenance manuals 8. Instructions for the Owner’s personnel 1.03 PREREQUISITES TO SUBSTANTIAL COMPLETION A. General: Prior to requesting
Architect/Engineer inspection for certification o Substantial Completion (for either entire Work or portions thereof), complete the following and list known exceptions in request: 1.
In the Application for Payment that coincides with, or first follows the date Substantial Completion is claimed, show 100 percent completion for the Work claimed as substantially complete.
a. Include supporting documentation for completion as indicated in those Contract Documents and a statement showing an accounting for changes to the Contract sum. b. If 100 percent completion
cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete. 2. Advise Owner of pending insurance changeover re
quirements. TSC 212012 Contract Closeout Section 01 77 00-2 3. Submit specific warranties, workmanship/maintenance bonds, maintenance agreements, agreements, final certifications, and
similar documents. 4. Obtain and submit releases enabling Owner’s full and unrestricted use of the Work and access to services and utilities, including occupancy permits, operating certificates,
and similar releases. 5. Submit record drawings, maintenance, operating instructions, and similar final record information. 6. Deliver tools, spare parts, extra stocks of materials,
and similar physical items to Owner. Complete receipt for extra stock form, at the end of this Section. 7. Make final changeover of locks and transmit keys to Owner and advise Owner’s
personnel of changeover in security provisions. 8. Complete start-up testing of systems and instructions of Owner’s operating/maintenance personnel. Discontinue and remove from project
site temporary facilities and services, along with construction tools, mock-ups, and similar similar elements. 9. Complete final cleaning-up requirements. Refer to Section 01 71 50 –
Final Cleaning. 10. Touch up and otherwise repair and restore marred, exposed finishes. B. Inspection Procedures: On receipt of a request for inspection, the Architect will either proceed
with inspection or advise the Contractor of unfulfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection or advise the Contractor
of construction that must be completed or corrected before the certificate will be issued. 1. The Architect will repeat inspection when requested and assured that the work is substantially
complete. 2. Results of the completed inspection will form the basis of requirements for final acceptance. 1.04 PREREQUISITES TO FINAL PAYMENT A. General: Prior to requesting Architect/Engineer
final inspection for certification of final payment, complete the following: 1. Submit final payment request, with releases and supporting documentation not previously submitted and
accepted. Include insurance certificates for products and complete operations where required. 2. Submit copy of Architect/Engineer final punch list of itemized work to be completed or
corrected, stating that each item has been completed or otherwise resolved for acceptance. 3. Submit record drawings, maintenance manuals, and similar final record information. 4. Certification
of code compliance for Mechanical, Plumbing and Electrical work. 5. Submit certification stating that no materials containing asbestos were incorporated into the work. 6. Plumbing Contractor
shall submit certification stating that no flux or solder used for drinking water piping contained more than 0.2 percent lead, and
TSC 212012 Contract Closeout Section 01 77 00-3 that no pipe or fittings used for drinking water piping contained more than 8.0 percent lead. 7. Firestopping Contractor’s letter of certification
stating that all Firestopping systems have been installed in accordance with the Contract Documents. 8. Submit final meter readings for utilities, a measured record of stored fuel, and
similar data as of the date of Substantial Completion of when the Owner took possession of and assumed
responsibility for corresponding elements of the work. 9. Submit consent of surety to final payment. 10. Submit evidence of final, continuing coverage complying with insurance requirements.
11. Submit a final liquidated damages settlement statement, if applicable. Final unconditional waiver of liens, prepared on AIA Documents G706, G706A, and Consent of Surety 707. B. Reinspection
Procedure: The Architect will reinspect the work upon receipt of notice that the work, including inspection list items from earlier inspections, has been completed, except for items
whose completion is delayed under circumstances acceptable to the Architect. 1. Upon completion of reinspection, the Architect will prepare a certificate of final acceptance . If the
work is incomplete, the Architect will advise the Contractor of work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. PART 2 –
PRODUCTS, (Not Used) PART 3 -EXECUTION 3.01 PUNCH LIST A. Prior to the Architect’s preparation of a Project Punch List, Construction Manager shall prepare a Work Completion List for
use by Contractors and Subcontractors and Architect to facilitate completion of the Work. B. The Construction Manager’s inspection shall be as thorough as possible, in accordance with
his desire to provide first-class workmanship. C. After receipt of the Construction Manager’s Work Completion List, the Contractors shall bring their work to 100% completion or list
those items they cannot complete to 100% with the reasons why and inform the Construction Manager and the Architect they are ready for final inspection. D. Architect shall observe the
Work, and prepare the Project Punch List for use by the Construction Manager, Contractors, and their subcontractors to expedite proper completion of the Work.
TSC 212012 Contract Closeout Section 01 77 00-4 E. Contractors will designate one or more individuals as required to complete the listed items within the specified time limits herein.
This individual will be specifically assigned to the completion and correction of punch list items and have no other assignments. This individual will report to the Construction Managers
designated Punch List Supervisor on a daily basis to report progress and removal of punch list items. F. The time fixed by the Architect and Construction Manager for the completion of
all items referenced on the Certificate of Substantial Completion shall not be greater than 21 days. The Contractor shall complete items on the list within such 21-day period. The Contractor
shall begin completion and correction activities within 7 days of receipt of the lists and complete all activities within the 21-day period specified. If the Contractor fails to do so,
the Owner in its discretion may perform the Work by itself or others and the cost thereof shall be charged against the Contractor. If more than one inspection by the Architect for the
purpose of evaluating corrected work for a Contractor is required by the subject list of items to be completed or corrected, it will be performed at the Contractor’s expense. G. At the
time the Architect commences the Substantial Completion Inspection, if the Architect discovers excessive additional items requiring completion or correction, the Architect may decline
to continue the inspection, instructing the Contractor as to the general classification of deficiencies which must be corrected before the Architect will resume the Substantial Completion
Inspection. If the Contractor fails to pursue the Work so as to make it ready for Substantial Completion Inspection in a timely fashion, the Architect shall, after notifying the Contractor,
conduct inspections and develop a list of items to be completed or corrected. This list of items shall be furnished to the Contractor who shall proceed to correct such items within 21
21 days. The Architect will conduct additional inspections as required to determine that the Work is ready for Substantial Completion Inspection. H. The Architect will invoice the Owner
for (1) the cost of inspections between the termination of the initial Substantial Completion Inspection and the commencement of the satisfactory Substantial Completion Inspection, (2)
The cost of inspection or review after the 21 day period established for the completion of the list by the Contractor. The Contractor shall reimburse the Owner for such costs, and the
Owner may offset the amounts payable to the Architect for such services from the amounts due the Contractor under the Contract Documents. I. Contractors will continue to attend progress
meetings with the Owner Architect, and Construction Manager until they are 100% complete with their contract. J. Contractors failing to actively participate in the correction of the
punch list delaying the close out of the project beyond the 21 day period will also reimburse the Owner for additional time of the Construction Manager required to facilitate the closeout
of the Project.
TSC 212012 Contract Closeout Section 01 77 00-5 3.02 CORRECTION OF WORK PERIOD (WARRANTY) A. Prior to the expiration of the one year correction of work period (warranty), the Architect
and Construction Manager will check to see if additional Work by the Contractor(s) is needed to make good on the warranties. An itemized list will be furnished to the Contractor for
corrective or replacement work. B. This Work shall be completed immediately by the Contractor(s) after receiving notification. 3.03 PROJECT RECORD DOCUMENTS A. Project Record Documents
include, drawings, project manual, product data, and samples. B. Each Prime Contractor shall update “Project Record Drawings” on separate blue or black line prints set-aside especially
for this purpose on the job. Drawings shall incorporate changes made in the Work of the respective trades during the construction period. Such changes shall be indicated at the time
they occur. 1. Accurately record information in an understandable drawing technique. 2. Record data as soon as possible after obtaining it. Record and check markup prior to enclosing
concealed installations. C. The Construction Manager shall maintain at the jobsite one copy of Drawings, Project Manual, addenda, final shop drawings, change orders, field orders, other
contract modifications, and other documents submitted by the Contractor, in compliance with various Sections of the Project Manual. D. Each of these project record drawings shall be
clearly marked “Project Record Document”, maintained in good condition; available for observation by the Architect; and shall not be used for construction purposes. Mark these drawings
to show the actual installation where the installation varies from the installation shown originally. Give particular attention to information on concealed elements that would be difficult
to identify or measure and record later. Items required to be marked include, but are not limited to, the following: 1. Dimensional changes to the Drawings. 2. Significant detail not
shown in the original Contract Documents including Change Orders or Construction Change Directives. 3. The location of underground utilities and appurtenances, dimensionally referenced
to permanent surface improvements. 4. The location of internal utilities and appurtenances concealed in building structures, referenced to visible and accessible features of the structures.
5. When elements are placed exactly as shown on Drawings, so indicate; otherwise show changed location. 6. Revisions to details shown on the Drawings. 7. Depths of foundations below
the first floor. 8. Revisions to routing of piping and conduits. 9. Revisions to electrical circuiting.
TSC 212012 Contract Closeout Section 01 77 00-6 10. Actual equipment locations. 11. Duct size and routing. 12. Changes made following the Architect’s written orders. 13. Details not
on original Contract Drawings. 14. Charts and locations of concealed work. a. The plumbing and HVAC Contractors shall prepare a suitable chart identifying and locating each concealed
control or other concealed item requiring repair, adjustment, and maintenance. Charts shall be mounted in suitable frames with glass covers secured to wall where directed. b. Charts
shall list each item, together with its function, item number, and location. c. Locations throughout the building shall be identified on the wall or ceiling by permanent, non-obstructive
plates, labels, or other approved means secured in a permanent manner. d. Chart details, identification methods, locations, and methods of attachment shall be as approved by the Architect’s
representative at the jobsite upon full submission of proposed procedures and proper execution of same. E. Keep project record documents current. Do not permanently conceal work until
the required information has been recorded. Mark record prints of Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and
accurately. Where shop drawings are marked, show cross reference on Contract Drawings location. 1. Mark record sets with red, or color that may be photo copied, erasable colored pencil.
Use other colors (no blue) to distinguish between changes for different categories of the work at the same location. 2. Note Construction Change Directive numbers, alternate numbers,
change order numbers, and similar identification. F. During the construction period, maintain one copy of the Project Manual, including addenda and modifications issued, for Project
Record Documents purposes. 1. Mark the Specifications to indicate the actual installation where the Installation varies from that indicated in Specifications and modifications issued.
Note related project project record drawings information, where applicable. Give particular attention to substitutions, selection of product options, and information on concealed installations
that would be difficult to identify or measure and record later. G. Record Sample Submittal: Immediately prior to date of Substantial Completion, meet with the Architect and Owner’s
personnel at the site to determine which of the samples maintained during the construction period shall be transmitted to the Owner for record purposes. Comply with the Architect’s instructions
for packaging, identification marking, and delivery to the Owner’s samples storage space. Dispose of other samples in a manner specified for disposing samples and waste materials.
TSC 212012 Contract Closeout Section 01 77 00-7 H. Monthly record on the Construction Manager’s “Project Record Documents” changes made to the contract documents. 1. Title sheets shall
be labeled “Project Record,” dated, and signed by the Contractor(s). 2. The Construction Manager’s record drawings will be submitted to the Owner. I. Prior to final completion the Contractors
for Mechanical, Plumbing, Fire Protection and Electrical Work shall update their working drawings with changes made in his Work. Contractors will submit record drawings as agreed upon
with the Owner, Architect, and Construction Manager, and/or as required elsewhere in the Contract Documents. 1. Each drawing shall be labeled “Project-Record,” dated and signed by the
Contractor. 3.04 CERTIFICATION OF CODE COMPLIANCE A. Prior to final payment the Contractors indicated below shall submit through the Construction Manager to the Architect (in duplicate)
letters of certification of code compliance as follows: 1. The Contractor(s) for Mechanical Mechanical and Plumbing Work shall submit letter certifying mechanical installations comply
with UMC current applicable editions. 2. The Contractor(s) for Electrical Work shall submit letters certifying that electrical wiring complies with NEC current applicable editions. 3.
The Contractor(s) for Electrical Work shall submit letters certifying that alarm systems, smoke and heat detection systems comply with Chapter 31 (Regulations No. 7) of UBC, current
applicable edition, as supplemented by NFPA Standards 72A, B, C, D, and E. 3.05 MAINTENANCE AND OPERATING MANUALS A. The Construction Manager will assemble the Maintenance and Operation
Manual for the Owner. B. The Contractors will provide material for the Maintenance and Operating Manual presenting complete directions and recommendations for the proper care and maintenance
of visible surfaces as well as maintenance and operating instructions for equipment items which he has provided. 1. If the project is being constructed in Phases, Maintenance and Operating
Manuals are to be completed for each Phase of Work. 2. Operations and Maintenance information will be submitted as part of the submittal process in accordance with requirements of the
submittal process. C. Operating instructions shall include necessary printed directions for correct operations, adjustment, servicing, and maintenance of movable parts. Also included
shall be suitable parts lists, diagrams showing parts location and assembly, information specified in individual Specification Sections and the following:
TSC 212012 Contract Closeout Section 01 77 00-8 2. Emergency Instructions. 3. Wiring diagrams. 4. Recommended maintenance procedures and turn around times. Mechanical contractors will
submitted a comprehensive periodic maintenance, filters, belts and consumables matrix for all major Mechanical components. Matrix should depict equipment, recommended service intervals,
filters, belts or other consumable products required in the periodic maintenance. Matrix should include quantity and part numbers of filters, belts and other consumables required for
each piece of equipment at each periodic maintenance time period. 5. Inspection and system test procedures. 6. Precautions against improper maintenance and exposure. D. For each titled
item or work portion the contractor submits for the O&M Manual : 1. Provide the names, addresses, and phone number of the following parties a) Contractor/Installer b) Manufacturer c)
Nearest dealer/supplier d) Nearest agency capable of supplying parts and service 2. Label each item with the following information: a. Project name and address b. Specification Section
and Title c. Name of specific component or item d. Owner’s name e. Name and address of Architect f. Name and address of Construction Manager g. Name and address of Contractor h. Date
of submission 3.06 WARRANTY, GUARANTEES AND CERTIFICATIONS BINDER A. The Construction Manager will assemble the Warranty, Guarantee and Certificates Binder from information provided
by the contractors. B. Prior to Substantial Completion the contractors will provide to the Construction Manager the following: 1. All warranties for the contractors scope of work, including
1 year comprehensive parts and labor, special and long term manufacturers warranties or guarantees as provided for in the project specifications. 2. Certificates of Code Compliance for
Plumbing, Mechanical, Electrical and Fire Protection Systems 3. Firestopping Sealant Certifications 4. Receipts for Extra Stock 5. Verification of Owner Training. 6. Certificate of Occupancy
(if applicable). Some jurisdictions such as City of Indianapolis do not issue Certificates of Occupancy.
TSC 212012 Contract Closeout Section 01 77 00-9 7. Other information as required by the Owner, Architect or Construction Manager 3.07 INSTRUCTIONS FOR THE OWNER’S PERSONNEL A. Arrange
for each Installer of equipment that requires regular maintenance and noted in technical sections, to meet with the Owner’s personnel to provide instruction in proper operation and maintenance.
Provide instruction by manufacturer’s representatives if Installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items: 1.
Maintenance manuals 2. Record documents 3. Spare parts and materials 4. Tools 5. Lubricants 6. Fuels 7. Identification systems 8. Control sequences 9. Hazards 10. Cleaning 11. Warranties
and bonds 12. Maintenance agreements and similar continuing commitments B. As part of instruction for operating equipment, demonstrate the following procedures: 1. Startup 2. Shutdown
3. Emergency operations 4. Noise and vibration adjustments 5. Safety procedures 6. Economy and efficiency adjustments 7. Effective energy utilization C. Complete Verification of Owner
Training form, at the end of this Section. END OF SECTION 01 77 00
Additions to Westside Transportation Center TSC NO. 212012 The extra stock items, tools, spare parts, etc., listed below have been delivered to the Owner as required by the Technical
Specifications and Section 01 77 00 – Contract Closeout: QUANTITY SPEC SECTION NO. AND TITLE ITEM /DESCRIPTION RECEIVED BY: DATE OF DELIVERY OWNER: Carmel Clay Schools CONTRACTOR: 5185
East 131st Street Carmel, IN 46033 ACKNOWLEDGEMENT BY: (The Owner hereby acknowledges receipt of all items listed above.) DATE Original: Warranty Manual – Owner Copy: Warranty Manual
– TSC Copy: Contractor Closeout Packet RECEIPT FOR EXTRA STOCK
Additions to Westside Transportation Center PROJECT NUMBER 212012 On the date shown below, the Contractor demonstrated to the Owner the proper operation and function of the system(s)
listed below for the above Project. The proper operation, maintenance, etc., of these system(s) was demonstrated fully with the assistance of the manufacturer’s representative at that
time and as required by the Technical Specifications, and Section 01770-Contract Closeout. SPEC SECTION NUMBER SECTION NAME TRAINING PERFORMED BY DATE OF TRAINING PARTIES PRESENT: NAME
REPRESENTING OWNER: Carmel Clay Schools CONTRACTOR: Company Name 5185 E. 131st Carmel, IN 46033 Street Company Address City, State, Zip Telephone No. ACKNOWLEDGEMENT BY: (The Owner hereby
acknowledges receipt of all items listed above.) DATE Original: Warranty Manual – Owner Copy: Warranty Manual – TSC Copy: Contractor Closeout Packet VERIFICATION OF OWNER TRAINING
ABC Project Punch List: 01 Date: 1/25/2005 Project No: 123456 Page: 1 of 1 Item Status Required Location Description Value Architect's Punch List Dated 11/10/04 Opened Closed The Skillman
Corporation Units A, B, and C Button Paint & Paper 0001 OUT 11/30/2004 11/10/2004 C300 Paint wood trim 0010 OUT 11/30/2005 11/10/2005 G700 Touch up paint room on southeast wall. $0.00
0011 OUT 11/30/2004 11/10/2004 C300 Correct paint color. $0.00 Total: Signing of this form is verification that all of the above listed items have been completed. We have verified with
The Skillman Corporation Site Manager Contractor Representative:_____________________________________________ The Skillman Corporation Site Manager:_____________________________________________
that the items have been satisfactorily completed and have obtained their signature below as verification of the same. VERIFICATION IS NOT VALID AND ITEMS WILL NOT BE CONSIDERED COMPLETE
UNLESS SIGNED BY THE SKILLMAN CORPORATION SITE MANAGER. Report F_PN_01X