construct new triturator - Rock City Construction Co., Inc.

Transcription

CONTRACT AND SPECIFICATIONS
FOR
CONSTRUCT NEW TRITURATOR
FOR THE
NASHVILLE INTERNATIONAL AIRPORT
NASHVILLE, TENNESSEE
MNAA PROJECT NO. 1406A
Prepared By:
Metropolitan Nashville Airport Authority
Development & Engineering
and
Civil Infrastructure Associates, LLC
602 North Walnut Street
Murfreesboro, TN 37130
615.431.9456
June 9, 2014
ISSUED FOR BID
THIS PAGE LEFT BLANK INTENTIONALLY
CIP 1406A
TABLE OF CONTENTS
SPECIFICATIONS
Number
Section Title
00010
00029
00100
00110
00120
00130
00140
Organization of Specification ………………………………..
Invitation to Bid ……………………………………………....
Instructions to Bidders …………………………………….….
Definitions …………………………………………………….
License Information …………………………………………..
Bidder’s Experience Form ……………………………………
RFI Form ………………………………………………………
2
10
8
6
4
8
2
00200
Bid Form ………………………………………………………
8
00300
00310
00320
00330
00340
00350
00360
00370
00380
00390
Affidavit ………………………………………………………
Drug Free Work Place Affidavit ……………………….…..…
Affidavit on Debarment …………………………………..…..
Non-Collusion Affidavit …………………………………….…
Subcontractor Final Release of Liens ……………………….…
Subcontractor Partial Release of Liens …………………….…..
Contractor Final Release of Liens ………………………………
Contractor Partial Release of Liens …………………………….
Performance Bond ………………………………………………
Payment Bond …………………………………………………..
2
2
2
2
2
2
4
2
4
4
00400
Construction Contract …………………………………………
14
00500
00550
00600
Safety Requirements ………………………………………….
Security Requirements ………………………………………..
Small Minority Woman –Owned Business Enterprises ………
2
2
4
01100
01150
01200
01400
01420
01600
01701
01732
Summary of Work …………………………………………
Control of Work ……………………………………………
Price & Payment Procedures ………………………………
Quality Requirements ………………………………………
References …………………………………………………..
Product Requirements ………………………………………
Closeout Requirements ………………………………………
Selective Demolition …………………………………………
4
2
2
2
4
2
4
2
CIP 1406A
Number of Pages
TOC-1
TECHICALS
Number
Section Title
Number of Pages
03 30 00
04 22 00
05 12 00
05 31 00
05 50 00
07 19 00
07 54 23
07 60 05
07 61 13
07 90 00
09 90 00
Cast-In-Place Concrete ……………………………….. 18
Concrete Unit Masonry ……………………………….. 3
Structural Steel Framing ……………………………….. 9
Steel Deck ……………………………………………… 5
Metal Fabrications …………………………………….. 1
Water Repellant Sealer ………………………………... 2
TPO Membrane Roofing ………………………………. 4
Sheet Metal Flashings …………………………………. 2
Sheet Metal Roofing ………………………………….. 2
Joint Protection ………………………………………... 1
Painting ……………………………………………….. 2
TENNESSEE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS
MODIFICATIONS TO TDOT STANDARD SPECIFICATIONS
Portions of the work included as a part of this contract shall be performed in accordance with DIVISION
II - "Construction Details" and DIVISION III - "Materials", of the Tennessee Department of
Transportation Bureau Of Highways, Nashville - Standard Specifications For Road And Bridge
Construction dated March 1, 2006, (including Revisions and Additions to date), except where noted
otherwise in the Supplemental Special Provisions and Special Specifications included in these
TECHNICAL SPECIFICATIONS. All later, addenda revisions as issued by the Tennessee Department of
Transportation are also applicable. Division I - General Provisions of the Tennessee Standard
Specifications do not apply to this contract.
Number
Section Title
TN-411
Asphaltic Concrete Surface (PG70-22) Grading D
CIP 1406A
TOC-2
SECTION 00029- INVITATION TO BID
PART 1 - GENERAL
1.1 INVITATION TO BID
A.
ELECTRONIC BIDS, submitted through www.aerobidz.aero for furnishing all materials,
labor, tools, equipment, and incidentals necessary for the Construct New Triturator (the
Project) shall be submitted no later than 2:00 p.m. (local time) on July 8, 20014.
All bids will be publicly read aloud within one hour of bid deadline. At the opening, only the
name of the Bidder and the Bid amount will be read. In lieu of attending the bid opening,
bidders are encouraged to call our conference call phone line (615-275-4304) to hear the
bids being read aloud. All bids received will be posted at www.Flynashville.com/business/
within 24 hours. Any Bid received after the time and date set forth above will be returned
unopened.
B.
Bidders wishing to submit a non-electronic bid may do so only after receiving written
authorization from MNAA. Written authorization to submit a non-electronic bid may be
requested by emailing [email protected] at least five (5) days prior to the date
bids are due. Bidders submitting a non-electronic bid must submit a copy of the written
authorization with their bid documents.
C.
The Project consists of performing all Work and furnishing all labor, materials, tools,
equipment and incidentals thereto in accordance with the details as shown on the approved
Plans and Specifications, or as directed by the Owner or its authorized representative.
Bidders must be in good standing with the State of Tennessee and be qualified to meet all
Local, State and Federal statutes, codes, regulations and ordinances governing the
performance of the type of Work for which Bidder is submitting a Bid.
D.
The “Construct New Triturator” project will commence in August 2014 with completion
within the specified number of calendar days.
1.2 CONSTRUCTION DURATION
The construction duration for the Project shall be 60 Calendar Days for the Base Bid, an
additional 15 Calendar Days for Alternate 1, and no additional Calendar Days for Alternate
2, which shall run concurrently and which shall commence the date the Notice to Proceed is given.
1.3 THE CONTRACT DOCUMENTS
A.
Contract Documents (Drawings, Specifications, etc.) will be available for downloading on
June 9, 2014 from www.aerobidz.aero.
Construct New Triturator
CIP 1406A
00029-1
B.
A prospective Bidder is advised to review the Contract Documents carefully prior to
submitting a Bid on the Project. A prospective Bidder is also advised to visit the site of the
Project and fully inform itself about all conditions and matters that can affect the Project in
any way.
C.
The successful Bidder will be required to execute the Construction Contract and other
documents requiring execution that are included in the Contract Documents.
1.4 ASSISTANCE TO RESPONDENTS WITH A DISABILITY
Respondents with a disability may receive accommodation regarding the means of communicating
their Bids and participating in this procurement process. Respondents with a disability may
contact Nena Bowling, Specifications Writer, One Terminal Drive, Suite 501, Nashville, TN
37214, via e-mail at [email protected], within five days of the date on which the
Invitation to Bid was first issued to request reasonable accommodation.
1.5 PRE-BID CONFERENCE
A.
A Pre-Bid Conference will be held at 10:00 a.m. (local time) on Tuesday, June 17, 2014 in
the Nashville International Airport, Chamber Room, 4th Floor, Terminal Building, Nashville,
Tennessee. Attendance at this conference is not mandatory. A one-time tour of the project
site will be conducted after the meeting.
B.
The Owner will accept any questions about the Project from prospective Bidders in writing
until and not later than 2:00 p.m. (local time) on June 30, 2014. After this date, no
questions will be answered. Questions must be faxed to Nena Bowling, Specifications
Writer, at (615) 275-2349 or emailed to her at [email protected]. All questions
must be submitted on or in the same format as the Bid Question Form that is included in
Section 00140 herein. The Owner will not be liable for oral responses to oral questions of
prospective Bidders, and prospective Bidders who rely on such oral response will do so at
their own risk. The answers to such questions will be provided in writing by addendum no
later than July 2, 2014.
1.6 SMALL MINORITY WOMAN-OWNED BUSINESS (SMWBE) PARTICIPATION.
A. It is the Owner’s objective to promote, encourage, and stimulate participation of local,
small, minority and woman-owned business enterprises (SMWBE) within its organization
and the economic community served by it so as to provide maximum opportunities to
participate in contracts, programs and all related business activities of the Owner, and to
implement participation levels, policies and operational procedures to insure the Owner’s
objectives. Owner will apply the local, small, minority, woman-owned business
participation levels where expenditures and purchases are made with non-federal funding,
and to all contracts, leases, management agreements, consultants, prime contractors,
subcontractors, respondents, bidders, or proposers involved in the performance of a
commercially useful task for Owner.
B.
Contractors of the Owner are encouraged to engage in good faith efforts to joint venture,
subcontract, or contract for supplies or services with SMWBEs and meet participation levels
CIP 1406A
00029-2
established by the Director, Business Diversity Development, unless an exception exists that
excuses a consultant from compliance with the participation level. The attainment of the
SMWBE participation level established for this contract is to be measured as a percentage of
the total dollar value of the contract. The SMWBE participation level established for this
Contract is as follows: 1) Base Bid: 7.18% SMWBE, 2) Alternate 1: 10.81% SMWBE,
and 3) Alternate 2: 8.34% SMWBE. For information on eligible SMWBE firms, bidders
may contact the Director, Business Diversity Development, (615) 275-1468, or visit
http://www.flynashville.com/business-diversity-development/Pages/default.aspx or a complete and current listing of certified SMWBE firms.
C.
See Section 00600 for additional information.
1.7 CONTRACTORS LICENSING ACT OF 1994
A.
All Bidders must be licensed contractors as required by the Contractors Licensing Act of
1994, TCA Section 62-6-101 et seq. The name, license number, expiration date thereof, and
license classification of the contractors applying to propose for the prime contract and for
the masonry project when the total cost of the masonry portion of the project exceeds one
hundred thousand dollars ($100,000, and for the electrical, plumbing, heating, ventilation,
air conditioning contracts, and closed loop geo-thermal heating and cooling, must appear on
the outside of the envelope containing the proposal except when the proposal is in an
amount less than twenty-five thousand ($25,000). Prime contractor bidders who are to perform the electrical, plumbing, heating, ventilation, air conditioning, masonry, and geothermal must be so designated upon the outside of the envelope. Failure of any bidder to
comply therewith may void such bid and the envelope containing such bid may not be
opened or considered.
B.
Further, Owner has determined that, if the Bidder proposes to accomplish any or all of the
Work under this Project which entails masonry work exceeding $100,000, and electrical,
plumbing, heating, ventilation, air conditioning, and geo-thermal equal to or exceeding
$25,000 in value through the utilization of Subcontractors or to accomplish with Subcontractors any other part of the Work for which the Bidder does not hold a valid Tennessee
Contractor’s License, then those Subcontractors must, at the time the Bid is submitted to
Owner, hold a valid Tennessee Contractor’s License, current and in full force and effect in
all respects, in such of the following classifications and sub-classifications as apply to the
Work for which they will be subcontracted.
C.
Bids shall be submitted for the Work as indicated in the Plans and Specifications. Specifically, in referring to the Contractors Licensing Act and other applicable authorities, Owner
has determined that to lawfully propose on this Project, all Bidders and/or their subcontractors must, at the time their Bid is submitted to Owner, hold a valid Tennessee Contractor’s
license, current and in full force and effect in all respects, to perform the Work as defined in
the plans and bidding and Contract Documents.
All Bidders are advised that the Contractors Licensing Act establishes only the minimum licensing requirements and that Owner reserves the right in its sole discretion to require higher licensing standards, as reflected in the Contract Documents. All Bidders are responsible
for complying with any other licensing or permit requirements of the State of Tennessee
D.
CIP 1406A
00029-3
and/or the Metropolitan Government of Nashville and Davidson County, which may be applicable to the Work.
1.8 SUBCONTRACTORS
A.
Each Bidder agrees, by listing Subcontractors in its Bid and on its Bid envelope, to utilize
each and every such listed Subcontractor in the performance of the Project in the event such
Bidder is successful and receives a final Award of the Contract. In unusual circumstances,
the Owner may, in its sole discretion, permit the substitution of another Subcontractor for
one listed in the successful Bid upon the submission of a joint application by such Bidder
and the listed Subcontractor requesting authorization to make the substitution, accompanied
by a complete justification therefor. The term “unusual circumstance” includes, but is not
limited to, a Subcontractor’s:
1. Death or physical disability, if the listed Subcontractor is an individual;
2. Dissolution, if a corporation or partnership;
3. Bankruptcy;
4. Inability to furnish required performance and payment bonds;
6. Inability to furnish required insurance coverages;
7. Loss of or inability to obtain a renewal of a license necessary for the performance of a
particular aspect of the Work;
8. Failure or inability to comply with a requirement of law or regulation applicable to the
Subcontractor or the Work to be performed thereby;
9. Failure or refusal to execute the applicable Subcontract in accordance with the terms of
the offer submitted to the Bidder prior to such Bidder’s submission of its Bid, but only
where the Owner can ascertain with reasonable certainty the terms of such offer. In the
absence of any other factors, such a failure or refusal will be considered an unusual
circumstance only if the Bidder obtained, prior to submitting its Bid, an enforceable
commitment from the Subcontractor involved;
10. Failure to meet any criteria of Subcontractor responsibility, but only when the Owner in
the exercise of its sole discretion finds that substitution for this cause would be in the
best interest of the Owner;
11. Lack of an established and successful company-wide safety program, including
appropriate project specific training of personnel.
B.
In instances where the Owner determines that a proposed substitution is justified and is
approved, the substitution will be authorized at no increase in the Bid or at a reduction in the
Bid or Contract Price.
1.9 RIGHT TO WITHDRAW, REJECT, CANCEL OR TERMINATE. The Owner proposes to award
the Contract to the lowest responsive and responsible Bidder. A “Responsive Bidder” is a Bidder
who has submitted a bid that conforms in all material respects to this Invitation to Bid. In
determining whether a Bidder is “responsible”, Owner may consider, without limitation, whether a
Bidder: (1) has appropriate financial, material, equipment, facility, and personnel resources and
expertise, or the ability to obtain them, necessary to indicate its capability to meet all contractual
requirements; (2) has a satisfactory record of performance on past similar projects, which
includes, without limitation, a consideration of a Bidder’s past behavior and demeanor toward
Owner representatives, a Bidder’s quality and quantity of work, or whether the Bidder has
CIP 1406A
00029-4
unnecessarily sought change orders or additional compensation for work covered under contracts
with Owner; (3) has a satisfactory record of integrity, which includes, without limitation, a
consideration of whether a Bidder has been debarred, suspended, or deemed nonresponsible by
another governmental entity and a Bidder’s past history of complying with the terms and
warranties of past contracts with Owner or other entities on similar projects; (4) is legally qualified
to contract with Owner; (5) has met the goals for SMWBE participation or, if failing to meet the
goals, has made acceptable good faith efforts to meet the established goals for SMWBE
participation, and has provided information on internal procedures or existing programs or policies
designed to encourage diversity and foster commerce with SMWBEs; and (6) has supplied all
necessary information in connection with the inquiry concerning responsibility. (7) has an
acceptable Experience Modification Rating (EMR) and incident history.
A. If a Bidder who otherwise would have been awarded a Contract is found to be
nonresponsible, a written determination of nonresponsibility setting forth the basis of the
finding shall be prepared by the procuring official and sent promptly to the nonresponsible
Bidder and made a part of the procurement file.
B. The Owner reserves the right to reject any and all Bids or to accept any Bid, which it deems
advantageous, and to negotiate with the selected Bidder on changes, additions or deletions to
the original Contract Documents.
C. The Owner shall reject any Bid or terminate the Contract if Contractor is debarred from
participation in any contract let or funded, wholly or in part, by the Federal Highway
Administration, the Federal Aviation Administration, or the Tennessee Department of
Transportation as of the date set for opening of the Bids.
D. This Invitation to Bid may be cancelled by the Owner at any time prior to the Award of the
Contract without liability of any nature whatsoever of the Owner to Bidders or prospective
Bidders.
E. Bidders participating in this solicitation do so at their sole expense and risk and, by evaluating
this solicitation and/or submitting a Bid in response to this Invitation to Bid, expressly waive
any and all claims against the Owner in the event that this solicitation is cancelled prior to the
Award of the Contract.
PART 2 - EXECUTION (Not Applicable)
END OF SECTION 00029
CIP 1406A
00029-5
CIP 1406A
00029-6
SECTION 00100 – INSTRUCTIONS TO BIDDERS
PART 1 - GENERAL
1.1 INSTRUCTIONS TO BIDDERS
The following procedures apply to the receipt of Bids:
A. Each Bidder shall submit their bid electronically using Aerobidz. All electronic bidders will
be required to be pre-registered with Aerobidz prior to bidding. Registration is free and
bidders shall contact Nena Bowling, Specifications Writer, fax number (615) 275-2349 or
email [email protected] to initiate registration. A list of electronic
submission files and naming convention for each are listed on Page 00100-4. The electronic
bidder must scan all required bid documents, including the Prime/Subcontractor License
Information, and upload to the Aerobidz website. Electronic bids are to be submitted as
instructed on the website. All electronic bidding questions shall be directed to Nena Bowling,
Specifications
Writer,
fax
number
(615)
275-2349
or
email
[email protected] or her designee.
B. After written authorization, Bidder may submit their Bid in a sealed envelope. No bid
envelope will be furnished by the Authority. Each Bidder must attach to the outside of its
sealed envelope a completed license information form(s) provided by the Owner. If submitted
by mail, a Bidder’s sealed Bid envelope must be enclosed in a separate envelope utilized for
mailing purposes. The envelope utilized to mail the Bid must be directed to the attention of the
Specifications Writer and must also list the Project name and number. Non-electronic Bids
may be rejected unless submitted in ink or typewritten and signed in ink by an authorized
agent of the Bidder.
C. Email all questions concerning discrepancies, omissions, interpretations, etc. of the Contract
Documents on Bid Question Form in Section 00140 to [email protected].
D. The Prime/Subcontractors License Information required by Section 00120 will serve as the bid
envelope for electronic submissions.
For non-electronic submissions the
Prime/Subcontractors License Information form shall be included on the outside of the
bidder’s sealed bid. The outside of the sealed bid envelope must also bear the information
required by the Contractor’s Licensing Act of 1994 and include monetary limits held by the
Bidder and its Subcontractors. If Bidder is proposing more Subcontractors than the space on
the license information form permits, the Bidder shall photocopy the form as necessary to
enter the required information for all Subcontractors being proposed.
General statements as to license type such as “Heavy Construction” without indicating the
alphabetical and numerical designations of the classifications and sub-classifications is
unacceptable and shall constitute a failure to comply with the Contractor’s Licensing Act of
1994. This requirement is not a mere technicality. It is a substantive requirement of bid
submission.
CIP 1406A
00100-1
If the Bidder fails to comply with the requirements of the Contractor’s Licensing Act of 1994,
the Bid will not be considered and will be returned unopened.
E.
Any modifications to the bid form will result in rejection of the bid. Bidder contingences,
conditions, or other work constraints submitted with the bid will not be considered and may be
grounds for rejection of bid.
F. Oral, telephonic, telegraphic or facsimile Bids are not permitted.
G. Prospective Bidders must furnish a complete list of Subcontractors and suppliers that such
Bidder proposes for use on the Project.
H. By submitting a Bid, a Bidder waives any rights it may have to protest the selection of the best
qualified bid by the Owner.
I.
The Owner reserves the right to waive any informality in any Bid or Bid Guaranty, to reject
any and all Bids and to negotiate with any Bidder to such extent as may be necessary.
J. The opening and reading of a Bid will not constitute waiver of any defects therein.
K. No Bid shall be withdrawn for a period of sixty (60) Calendar Days after the time scheduled
for the Bid opening without the prior written consent of the Owner. Should the Contract not
be awarded within the specified period, the time may be extended by mutual written
agreement of the Owner and the Bidder.
L. All communications shall be directed to Nena Bowling, Specifications Writer, fax number
(615) 275-2349 or email [email protected] or her designee. A prospective Bidder
and its agents or employees shall not contact or communicate with the Owner’s President or
any members of its Board of Commissioners, staff, consultants or legal counsel, nor shall a
prospective Bidder have other parties make such contact or communication on its behalf.
Such unauthorized contact or communication may be grounds to reject a Bid. All questions
about the Project from prospective Bidders must be submitted in writing on or before June 30,
2014, on or in the format of the Bid Questions Form provided in Section 00140 herein. The
Owner will not be liable for oral responses to questions of prospective Bidders, and Bidders
who rely on such oral responses shall do so at their own risk.
M. To be eligible to submit a Bid on the Project, a prospective Bidder must submit a completed
Bidder’s Experience and Qualifications Questionnaire to the Owner, a copy of which is
provided in Section 00130 herein.
N. Bidders must carefully examine all Contract Documents, including but not limited to the
Plans, Specifications, Bid Form, and Construction Contract, prior to preparing and submitting
their Bids. Bidders must also thoroughly familiarize themselves with all state and other laws
pertaining to the Project. They must also examine and judge for themselves as to the location
and character of the proposed Project, the amounts, and quality of the materials to be required,
the scope of Work to be done, and other relevant information. Any onsite examinations shall
not interfere with airport operations and must have the Owner’s prior approval.
O. The Owner may provide certain information to all prospective Bidders for their information
only in formulating Bids. All such information is believed to be accurate; however, the Owner
CIP 1406A
00100-2
makes no warranty, representation or assurance whatsoever, express or implied, as to such
information. In the event of inaccuracies in such information, a prospective Bidder shall have
no claim, cause of action or right of recovery of any nature whatsoever for any damage
resulting therefrom as against the Owner. There will be no provision in the Contract for price
adjustments based upon changed conditions or differing site conditions.
P. A prospective Bidder’s doubt or question as to the meaning of any part of the Contract
Documents must be brought to the Owner’s attention in order that the necessary explanations
or corrections may be made before such prospective Bidder submits its Bid. The Owner will
send to all holders of the Contract Documents any addendum the Owner may issue to clarify
or add to the Contract Documents. Each such holder must provide written acknowledgment of
the receipt of each such addendum.
Q. No delays or hazards affecting the existing Airport facilities will be permitted, and the existing
Airport facilities must be kept free from interference at all times. The successful Bidder must
plan and coordinate its work with the Owner in such a manner as to ensure the safe and
normal operation of the Airport at all times. All construction and access to construction areas
must be confined to the limits designated by the Owner.
R. Based upon the evaluation by the Owner of the nature of the Work being sought in a Bid, the
particular trades and crafts associated with such Work, the interest of the Owner in insuring
proper control, quality and timely completion such Work, and other factors, the Owner has
determined that the Bidder on this Project to which the Contract is awarded shall not
subcontract more than (95%) of the Work to be performed, calculated as a percentage of the
total Bid submitted.
S. Each Bidder shall review the Contract Documents thoroughly to ascertain the Small, Minority
and Woman-Owned Business Enterprise (SMWBE) Participation compliance requirements.
See Section 00600 for additional information.
T. Bidders are encouraged to coordinate in advance with their insurance brokers and sureties to
ensure that they can obtain the insurance coverages and bonds required by the Contract on a
timely basis. The failure of the successful Bidder to obtain and provide all insurance
coverages and bonds required by the Contract at the time the Contract must be executed as
determined by the Owner, shall be deemed a refusal by such Bidder to execute the Contract
and the Contract shall be awarded to another Bidder in accordance with this Bid Package. A
sample insurance form is included in Section 00700. The successful Bidder must submit
completed form before Contract can be executed.
U. The successful Bidder that is awarded the Contract must provide Payment and Performance
Bonds equal to One Hundred Percent (100%) of the Contract amount. All bonds must be
completed on the forms provided in this Bid Package.
V. The Owner intends that the Invitation to Bid permits competitive Bids. Prospective Bidders
must advise the Owner if any provisions or requirements of these Construction Documents
inadvertently restrict or limit the ability to price at least two sources for each product. Such
notifications must be submitted in writing and must be received by the Owner prior to the Bid
closing date. A review of such notifications will be made.
CIP 1406A
00100-3
W. The following representations and certifications shall be completed, signed and returned with
the Bid submission:
Electronic Submission File 1
Prime/Subcontractor License Information (Section 00120)
Bid Form (Section 00200)
Bidder’s Experience and Qualifications Questionnaire (Section 00130)
Affidavit (Section 00300)
Drug-Free Workplace Affidavit (Section 00310)
Affidavit on Debarment (Section 00320)
Non-Collusion Affidavit (Section 00330)
Electronic files uploaded to Aerobidz are to be named: 1406A<Company Name> Electronic File
#.pdf. Example: 1406A Smith Contractor 1.pdf, 1406A Smith Contractor 2.pdf, 1406A Smith
Contractor 3.pdf
1.2 TENNESSEE DRUG-FREE WORKPLACE PROGRAM. The Owner operates a drug-free workplace program in compliance with T.C.A. §§ 50-9-101, et. seq. Each Bidder on construction services for the Owner is required to submit an affidavit as part of its Bid attesting that such Bidder
operates a drug-free workplace program or other drug or alcohol-testing program containing requirements at least as stringent as that of the program operated by the Owner. A model affidavit is
provided in Section 00310 herein.
PART 2 - PRODUCTS (Not Applicable)
CIP 1406A
00100-4
PART 1 - GENERAL
1.1 DEFINITION OF TERMS
AASHTO: The American Association of State Highway and Transportation Officials, the successor
association to AASHO.
ACCESS ROAD: The right-of-way, the roadway, and all improvements constructed thereon
connecting the Airport to a public highway or roadway.
ADVERTISEMENT: A public announcement, as required by local law, inviting bids for work to be
performed and the equipment and materials to be furnished.
AIR OPERATIONS AREA: For the purpose of these specifications, any area of the Airport used or
intended to be used for the landing, take-off or surface maneuvering of aircraft. An Air Operation
Area (AOA) shall include such paved or unpaved areas that are used or intended to be used for the
unobstructed movement of aircraft in addition to its associated runway, taxiway, or apron.
AIRPORT: Airport means an area of land or water which is used or intended to be used for the
landing and takeoff of aircraft, and includes its buildings and facilities, if any, and any and all
property and improvements owned, leased or controlled by Owner which shall mean the Metropolitan
Nashville Airport Authority, Nashville, Tennessee.
ASTM: The American Society for Testing and Materials.
AWARD: The acceptance by the Owner, of the successful bid.
BANK LETTER OF CREDIT: An irrevocable letter of credit issued by a commercial bank
acceptable to the Owner, in a form acceptable to the Owner in it’s sole discretion and drawable at a
financial institution located in Nashville, Tennessee, and having an expiration date not prior to ninety
(90) days following the Bid opening date.
BID: An offer (when submitted on the Bid Form) to perform the Work for the Project and to provide
the necessary materials and equipment in accordance with the Contract.
BID GUARANTY: The security furnished with a Bid to guarantee that the bidder will enter into a
contract if his/her bid is accepted by the Owner.
BIDDER: Any individual, partnership, firm, or corporation, acting directly or through a duly
authorized representative, who submits a Bid for the Work contemplated.
CALENDAR DAY: Every day shown on the calendar.
CHANGE ORDER: A written order to Contractor covering changes in the Plans and/or
Specifications or bid quantities and establishing the basis of payment and Contract Time adjustment,
if any, for the Work affected by such changes. The Work covered by a Change Order shall be within
the scope of the Contract.
CIP 1406A
00110-1
CONTRACT: The written agreement between the Owner and Contractor covering the Work to be
performed to complete the Project.
CONTRACT PRICE: The sum of the base bid and any alternates and/or allowances.
CONTRACT TIME: The time period stated in the Bid Form allowed for completion of the Contract,
including authorized time extensions. If a calendar date of completion is stated in the Bid Form, in
lieu of a number of Calendar Days, the Contract shall be completed by that date. Time limits as stated
in the Contract Documents are of the essence of the Contract.
CONTRACTOR: The individual, partnership, firm, or corporation primarily liable for the acceptable
performance of the work contracted and for the payment of all legal debts pertaining to the work who
acts directly or through lawful agents or employees to complete the Work.
EQUIPMENT: All machinery, together with the necessary supplies for upkeep and maintenance, and
also all tools and apparatus necessary for the proper construction and acceptable completion of the
work.
EXTRA WORK: An item of work not provided for in the contract as previously modified by change
order, but which is found by the Owner to be necessary to complete the work within the intended
scope of the Contract as previously modified.
FAA: The Federal Aviation Administration of the U.S. Department of Transportation. When used to
designate a person, FAA shall mean the Administrator or his/her duly authorized representative.
FINAL ACCEPTANCE: Final Acceptance shall occur in accordance with the Contract Documents
and shall occur only when all of the Work has been fully and finally performed as required by the
Contract Documents, and has been inspected and so certified by the Owner.
INSPECTOR: An authorized representative of the Owner assigned to make all necessary inspections
and/or tests of the Work performed or being performed pursuant to the Contract Documents, or of the
materials or equipment furnished or being furnished by Contractor. An Inspector is not authorized to
make changes to the Contract.
LABORATORY: The official testing laboratories of the Owner, Contractor or such other
laboratories as may be designated by the Owner.
MATERIALS: Any substance or supplies specified for use in the construction or performance of the
Work under the Contract Documents.
NOTICE OF AWARD: A written notice to the successful Bidder that its Bid has been accepted by
the Owner, subject to all of the terms and conditions and limitations of the Contract Documents.
NOTICE TO PROCEED: A written notice to Contractor to begin the actual Work pursuant to the
Contract Documents on a previously agreed date. If applicable, the Notice to Proceed shall state the
date on which the time to complete the Project under the Contract Documents begins.
OWNER: The Owner is the Metropolitan Nashville Airport Authority, which is also referred to as
“MNAA”.
CIP 1406A
00110-2
PAYMENT BOND: The approved form of security furnished by the Contractor and its Surety as a
guaranty that it will pay in full, subject to the terms of the Contract Documents, all bills and accounts
for materials, supplies, rentals furnished and labor used in the construction of the Work pursuant to
the Contract Documents, including, but not limited to, Tennessee unemployment insurance
contributions.
PERFORMANCE BOND: The approved form of security furnished by Contractor and its Surety as a
guaranty that Contractor will complete the Work described in the Contract Documents in accordance
with the terms thereof.
PLANS: The Issued for Construction drawings that show the location, character, dimensions and
details of the Work to be done and that are to be considered as a part of the Contract Documents.
PROGRESS SCHEDULE: The document that describes the starting, interfacing and completion of
the various stages of construction and the starting and completion dates of each trade or Subcontractor
performing Work pursuant to the Contract Documents.
AS-BUILT DRAWINGS: A set of the plans and specifications maintained by the Contractor that the
Contractor marks to show actual installation where installation varies from that shown in the Contract
Documents.
SAMPLES: The physical examples or specimens which illustrate materials, equipment or
workmanship or provide specimens or establish standards by which the work of Contractor or a
Subcontractor will be judged.
SCHEDULE OF VALUES: Detailed statement provided by the Contractor outlining the portions of
the Contract Price that allocates values for the various parts of the Work.
SHOP DRAWINGS: The drawings, diagrams, schedules or other data specially prepared for the
Project by the Contractor or any Subcontractor, manufacturer, supplier or distributor to illustrate some
portion of the Work required for the Project.
SECURE IDENTIFICATION DISPLAY AREA (SIDA): For the purposes of these Specifications,
the area within in the boundary of the Terminal apron that prohibits the entry of unauthorized vehicles
or personnel without an Airport issued SIDA badge.
SMALL MINORITY WOMAN-OWNED BUSINESS ENTERPRISE (SMWBE): It is the policy of
the MNAA to make available contracting opportunities for small, minority and woman-owned
businesses to the fullest extent possible, whether as a prime contractor, subcontractor or a supplier of
goods and services. A business is considered “small” it if meets the Small Business Administration’s
(SBA) size standards under 13 CFR §121.201.
SPECIFICATIONS: The portions of the Contract Documents containing the written directions and
requirements for completing the Work related to the project. Standards for specifying materials or
testing which are cited and incorporated in the Contract Documents by reference shall have the same
force and effect as if included physically therein.
SUBCONTRACTOR: A person or entity having a direct contract or agreement with the Contractor
or another Subcontractor to perform or supply any of the Work required in the Contract Documents.
CIP 1406A
00110-3
SUBSTANTIAL COMPLETION: Substantial completion shall be certified by the Owner to have
occurred when the Work is sufficiently complete, in accordance with the Contract Documents, so that
Owner may occupy and enjoy the beneficial use of the Work or a designated portion thereof.
SUPERINTENDENT: The Contractor’s representative who is present on the site of the Project
during progress, who is authorized to receive and fulfill instructions from the Owner and who shall
supervise and direct the construction.
UNIT PRICE: A specific unit of work for which a price is provided in the Contract.
WORK: The furnishing of all labor, materials, tools, equipment and incidentals necessary or
convenient to the Contractor’s performance of all duties and obligations imposed by the Contract
Documents, including, but not limited to, all of Contractor’s warranty obligations, expressed or
implied.
WRITTEN NOTICE: All notices required by the Contract Documents shall be in writing, via email
or fax, and shall be sufficient, and shall be deemed delivered, if hand delivered, or sent by certified
mail, postage prepaid, by one party to the other, at such receiving party’s principal place of business
or the last business address known to the party giving notice.
CIP 1406A
00110-4
TO: Nena Bowling, Specifications Writer
One Terminal Drive, Suite 501, Nashville, TN 37214
PROJECT: Construct New Triturator
PROJECT LOCATION: Nashville International Airport
BID: 2:00 p.m. (local time) on July 8, 2014.
PRIME / SUBCONTRACTORS LICENSE INFORMATION
PRIME CONTRACTOR:
Contractors Name: __________________________________________________________
Contractor Email: ___________________________________________________________
Contractor Address:
____________________________________
____________________________________
____________________________________
Tennessee Contractor License Number: _________________
Tennessee Contractor License Expiration Date: __________________
Tennessee Contractor License Classification: _____________________________________
__________________________________________________________________________
SUBCONTRACTOR:
Subcontractors Name: _______________________________________________________
Subcontractor Address:
____________________________________
____________________________________
____________________________________
Tennessee Subcontractor License Number: _________________
Tennessee Subcontractor License Expiration Date: __________________
Tennessee Subcontractor License Classification: __________________________________
__________________________________________________________________________
FOR ELECTRONIC SUBMISSIONS, THIS WILL SERVE AS THE BID ENVELOPE. IF
APPROVED FOR A NON-ELECTRONIC SUBMISSION, THIS FORM TO BE INCLUDED ON
OUTSIDE OF SEALED BID ENVELOPE
CIP 1406A
00120-1
CIP 1406A
00120-2
SUBCONTRACTOR:
____________________________________
____________________________________
____________________________________
__________________________________________________________________________
__________________________________________________________________________
SUBCONTRACTOR:
____________________________________
____________________________________
____________________________________
__________________________________________________________________________
__________________________________________________________________________
FOR ELECTRONIC SUBMISSIONS, THIS WILL SERVE AS THE BID ENVELOPE. IF
APPROVED FOR A NONELECTRONIC SUBMISSION, THIS FORM TO BE INCLUDED ON
OUTSIDE OF SEALED BID ENVELOPE
CIP 1406A
00120-3
CIP 1406A
00120-4
SECTION 00130 – BIDDER’S EXPERIENCE AND QUALIFICATIONS QUESTIONAIRE
PART 1 - GENERAL
1.1 BIDDER’S INFORMATION
The following information (Sections 00130-1.1 through 00130-1.8) must be completed and submitted
with the Bid.
A. Bidder hereby certifies the truthfulness and correctness of all statements and of all answers to
questions herein and acknowledges that any omission, inaccuracy or misstatement may be cause
for rejection of its Bid.
B. Bidder intends to complete the Project for which this Bid is submitted as (check applicable
response):
[
[
[
[
[
] a sole proprietorship
] a partnership
] a corporation
] a joint venture
] a limited liability company
Explain:
1.2 CORPORATION STATEMENT.
A. If a corporation, answer the following:
B. When incorporated?
C. Where incorporated?
D. Is the corporation authorized to do business in Tennessee?
If so, as of what date?________________
Yes [ ]
No [ ]
Licensed on what date?_____________
Provide copy of license.
E.
Furnish the following information for the principal officers of the corporation:
Name
CIP 1406A
Title
Address
00130-1
1.3 PARTNERSHIP STATEMENT.
A. If a partnership, answer the following:
B. Date of Organization:
C. Check Applicable Form of Partnership: General Partnership [ ] Limited Partnership [ ]
D. Has the partnership done business in Tennessee?
E. Name and address of each general partner:
Name
Address
1.4 JOINT VENTURE STATEMENT.
A. If a joint venture, answer the following:
B. Date of Organization:
C. Has the Joint Venture done business in Tennessee?
Yes [ ]
No [ ]
D. Name and address of each joint venturer:
Name
Address
1.5 SOLE PROPRIETORSHIP.
A.
If a sole proprietorship, answer the following:
B.
Proprietor’s Name in Full:
C.
Address:
D.
Company Name:
E.
Company Address:
CIP 1406A
00130-2
F.
How long in business under this Company Name?
G.
List any other names under which proprietor has conducted business and state periods during
which such business was conducted:
1.6 STATEMENT OF QUALIFICATION AND EXPERIENCE.
A. How many years experience in the type of Work for the proposed Project has Bidder had as:
(a) a general contractor: ____________________; and
(b) a subcontractor: ________________________.
B. List the related experience of the principals of Bidder:
C.
For what federal, state or local agency or department has Bidder performed work? Provide the
name and phone number of an individual reference for each such bureau, agency or department.
D.
Has Bidder or any officer, partner or other principal of Bidder ever failed to complete any work
or project awarded or been an officer, partner or principal of some other organization that failed
to complete any work or project awarded?
Yes [ ]
No [ ]
If so, state the name of the individual, the name of firm that failed to complete such work or project, the name of its principal owner(s) and the date and reasons therefor.
CIP 1406A
00130-3
E.
List the names of the projects, the owners thereof, the contract amounts, and the percentages of
completion/completion date of similar projects that Bidder has in progress or that the Bidder has
completed in the last 5 years. Provide the name and phone number of a contact person for each.
Project Description
Owner
Contract
Amount
% Complete/
Completion Date
1.7 OPERATING PROCEDURES BIDDER PROPOSES TO FOLLOW FOR THE PROJECT.
A. Explain the procedures planned for performing the Work to complete the Project.
1.8 SAFETY
A. Does your firm have a written safety program?
Yes [ ]
No [ ]
B. Do you have an orientation program for new hires?
Yes [ ]
No [ ]
C. In the previous 3 years has OSHA ever cited this Firm for “Willful Violation?
Yes [ ]
No [ ]
If Yes, to C, please explain:
CIP 1406A
00130-4
______________________________________________________________________________
______________________________________________________________________________
D. In the previous 3 years has your firm ever been fined for safety violation(s)?
Yes [ ]
No [ ]
If Yes, to D, please explain:
______________________________________________________________________________
______________________________________________________________________________
E. Does your Firm have a dedicated Safety Administrator on staff?
Yes [ ]
No [ ]
F. Attach log and summary of Occupational Injuries and Illnesses as required by the U.S.
Department of Labor for the past 12 months (OSHA Form No. 300)
G. OSHA Recordable Incidence Rate:
2011________ 2012__________ 2013_______
H. OSHA Lost Days Away Incidence Rate:
2011________ 2012__________ 2013_______
I.
Experience Modification Rating for past 5 years:
2009 _______ 2010 _______ 2011 _______ 2012_______ 2013 _______
1.9 BIDDER’S FINANCIAL INFORMATION.
A. LIST BANK REFERENCES (INCLUDE TELEPHONE NUMBER AND ACCOUNT
REPRESENTATIVE):
B.
SURETY INFORMATION:
Has Bidder ever had a bond or surety canceled or forfeited?
Yes [ ]
No [ ]
If yes, state the name of the bonding company or surety, the date, the amount of the bond or
surety and the reason for such cancellation or forfeiture.
C. BONDING COMPANY:
CIP 1406A
00130-5
Provide contact information for bonding company to be used for this project.
______________________________________________________________________________
_____________________________________________________________________________
D.
BANKRUPTCY INFORMATION:
Has Bidder ever been declared bankrupt or filed a petition in any bankruptcy or insolvency proceeding or otherwise sought protection from its creditors or judicial relief from its debts?
Yes [ ]
No [ ]
If yes, state the date, the court with jurisdiction over such proceeding and the amount of liabilities and amount of assets.
CIP 1406A
00130-6
SECTION 00140 – BID QUESTIONS FORM
PART 1 - BID QUESTIONS FOR CONSTRUCT NEW TRITURATOR
DATE OF REQUEST:_____________
Nena Bowling, Specifications Writer
Fax Number (615) 275-2349
Email: [email protected]
QUESTION(S):_____________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
COMPANY:_____________________________________________________________
PERSON REQUESTING: ________________________________________________
TELEPHONE NUMBER: _________________________________________________
EMAIL ADDRESS:
FAX NUMBER: _________________________________________________________
ALL QUESTIONS MUST BE SUBMITTED AND RECEIVED BY MNAA NO LATER THAN JUNE
30, 2014 TO BE CONSIDERED FOR RESPONSE. RESPONSES TO QUESTIONS WILL BE BY
ADDENDA.
CIP 1406A
00140-1
CIP 1406A
00140-2
00200 BID FORM
SECTION 00200 – BID FORM
PART 1 - GENERAL
1.1
BIDDER’S DECLARATIONS
A. REPRESENTATIONS. For purposes of this Bid Form, “Bidder” shall mean the person or entity
signing this Bid Form as “Bidder” below. Bidder, in submitting its Bid on the Project, represents,
declares and affirms the following:
1. The only persons having an interest in this Bid, as principals, are those named in this Bid.
2. Bidder has carefully examined the site of the Project and has read and understood all of the
Contract Documents.
3. Bidder can and will carry out and complete the Project pursuant to all of the requirements of
the Contract Documents.
4. If the Owner accepts this Bid, Bidder will furnish all required bonds, insurance certificates
and other documents within FIVE (5) Calendar Days after the date of the Notice of Award.
5. If the Owner accepts this Bid, Bidder will enter into the Contract in the form contained in the
Contract Documents within FIVE (5) Calendar Days after the date of the Notice of Award.
6. If the Owner accepts this Bid, Bidder will complete all Work described in the Contract
Documents within 60 Calendar Days for the Base Bid, an additional 15 Calendar Days
for Alternate 1, and no additional Calendar Days for Alternate 2, which shall run
concurrently and which shall commence the date the Notice to Proceed is given. Liquidated
damages of $500/day will be assessed for Work that is not completed within the Contract
Time.
7. The Contract Price proposed in this Bid includes the furnishing of all labor, materials, tools
and equipment and performing all of the Work involved in the various portions of the Project
as specified in the Contract Documents.
8. Neither Bidder nor any of its officers, partners, agents, representatives, employees or parties
in interest has in any way, directly or indirectly, entered into any combination, collusion,
undertaking, conspiracy or agreement with any other person or entity to maintain the prices of
the Work, or any compact to prevent any other person or entity from bidding on the Contract
or the Project, nor has Bidder paid or agreed to pay directly or indirectly any person or entity
any money or valuable consideration for attempting to fix the prices in this Bid or the Bid of
any other person or entity, and further states that no such money or other reward will ever be
paid for this purpose.
CIP 1406A
00200-1
00200 BID FORM
1.2
BASE BID:
Bidder, having inspected the areas involved and being familiar with all conditions likely to be
encountered affecting the cost and scheduling of the Project, and having examined all of the
Contract Documents, hereby proposes to furnish all labor, materials, tools, equipment and
services required to perform all Work required to complete the Project in strict accordance with
the Contract Documents as prepared by the Owner for the Project within 60 Calendar Days,
which will begin the date the Notice to Proceed is given, for the lump sum price of
____________________________________________________________________
___________________________ Dollars, ($_____________) (the “Contract Price”)
1.3 ALTERNATES: An alternate is an amount proposed by bidder for certain work that may be
added to or deducted from the Base Bid amount if Owner accepts the Alternate. The cost or
credit for each alternate is the net addition to or deduction from the Contract Price to incorporate
the Alternate into the Work. No other adjustments are made to the Contract Price.
Indicate on the Bid Form amounts to be deducted from or added to the Contract Price for the
following alternates:
Add Alternate No. 1: Outside enclosure to be constructed with full height split faced concrete
block screen, down spouts, and insulated roof. (15 Calendar Days)
________________________________________________________________________
___________________________ Dollars, ($_____________ )
Add Alternate No. 2: Relocate existing trash compactor to new concrete pad with a trench drain
tied into the nearby sewer manhole and new electric lamp pole. (No additional Calendar Days)
________________________________________________________________________
___________________________ Dollars, ($_____________ )
1.4
BID CONDITIONS. Bidder understands, agrees and warrants the following:
A. The Owner reserves the right (i) to waive irregularities, technicalities and informalities, (ii) to
reject any and all Bids, and (iii) to negotiate with the party proposing the apparently low Bid if
necessary.
B. If Bidder is awarded the Contract and fails to complete the Project within the time permitted by
the Contract, Bidder acknowledges that it will be assessed Liquidated Damages as set forth
above. Bidder agrees that the Owner may deduct such Liquidated Damages from retained funds
and/or funds owed to Bidder under the Contract, if available, by unilateral Change Order.
C. Bidder has carefully examined the Contract Documents. Bidder also has considered all
conditions and circumstances relating to this Bid and is responsible for making technical inquiries
concerning this Bid, and Bidder’s failure to make such inquiries or examinations shall not relieve
CIP 1406A
00200-2
00200 BID FORM
Bidder of its obligations and responsibilities under the Contract Documents.
1.5
JURISDICTION. Any legal action, suit or proceeding under, relating to or arising out of or in
connection with this Bid, or any breach of any of the foregoing, may be brought exclusively in
the United States District Court for the Middle District of Tennessee or in the state courts of the
State of Tennessee, and by execution and delivery of this Bid, Bidder irrevocably accepts,
consents and submits to the jurisdiction of the aforesaid courts in personam, generally and
unconditionally, with respect to any such action, suit or proceeding involving Bidder. Bidder
further irrevocably consents and agrees to the service of any and all legal process, summons,
notices and documents out of any of the aforesaid courts in any such action, suit or proceeding by
mailing copies thereof by registered or certified mail, postage prepaid, to Bidder at the address set
forth in this Bid. In addition, Bidder irrevocably and unconditionally waives any objection which
Bidder may now or hereafter have to the laying of venue of any of the aforesaid claims, suits or
proceedings brought in any of the aforesaid courts, and further irrevocably and unconditionally
waives and agrees not to plead or claim that any such action, suit or proceeding brought in any
such court has been brought in an inconvenient forum.
1.6
WAIVER. Bidder waives any right it may have to protest the selection of the lowest responsive
and responsible Bid by the Owner. Bidder further waives any cause of action it may have against
the Owner relating to the selection of the lowest responsive and responsible Bid. This waiver is
valid even though Owner may have bid protest procedures available for use in other situations.
1.7
HEALTH AND SAFETY STANDARDS IN CONSTRUCTION CONTRACTS. Bidder
understands that it will be a condition of the Contract, and shall be made a condition of each
Subcontract entered into pursuant to the Contract, that Contractor and each Subcontractor
thereunder shall not require any laborer or mechanic employed in performance of such Contract
or Subcontract to work in surroundings or under working conditions that are unsatisfactory,
hazardous or dangerous to his or her health or safety, as determined under Safety and Health
Regulations for Construction, 29, C.F.R. Part 1926.
1.8. SMALL
MINORITY
PARTICIPATION
WOMAN-OWNED
BUSINESS
ENTERPRISE
(SMWBE)
It is the Owner’s objective to promote, encourage, and stimulate participation of local, small, minority and women-owned business enterprises (SMWBE) within its organization and the economic community served by it by providing maximum opportunities to participate in contracts, programs and all related business activities of the Owner. Owner will apply the local small minority
woman-owned business participation levels where expenditures and purchases are made with
non-federal funding, and to all contracts, leases, management agreements, consultants, prime contractors, subcontractors, respondents, bidders, or proposers involved in the performance of a
commercially useful task for Owner.
The Owner proposes to award the contract to the lowest responsive and responsible bidder
submitting a reasonable bid provided he has met the levels or has made an acceptable good faith
effort to meet the established levels for SMWBE participation. Bidder is advised that the owner
reserves the right to reject any or all bids submitted. The SMWBE participation level established
for this Contract will be a minimum total of 1) Base Bid: 7.18% SMWBE, 2) Alternate 1:
10.81% SMWBE, and 3) Alternate 2: 8.34% SMWBE.
Bidder should review Section 0600 for additional information regarding the Authority’s SMWBE
program.
CIP 1406A
00200-3
00200 BID FORM
SMWBE SUBCONTRACTOR LIST (BASE BID)
SMWBE Subcontractor
Names & Addresses
Firm Subcontract is With
Anticipated
Schedule of Use
Subcontract
Work Item
Dollar Value
Subcontract Work
Total Dollar Value of Subcontract Work
Total Dollar Value of Base Bid
Percent of Total
%
00200-4
00200 BID FORM
SMWBE SUBCONTRACTOR LIST (ALTERNATE 1)
SMWBE Subcontractor
Names & Addresses
Anticipated
Schedule of Use
Subcontract
Work Item
Dollar Value
Subcontract Work
Percent of Total
%
00200-5
00200 BID FORM
SMWBE SUBCONTRACTOR LIST (ALTERNATE 2)
SMWBE Subcontractor
Names & Addresses
Anticipated
Schedule of Use
Subcontract
Work Item
Dollar Value
Subcontract Work
Percent of Total
%
00200-6
00200 BID FORM
1.9
LIST OF PROPOSED SUBCONTRACTORS.
A. The following list of proposed Subcontractors is to be completely executed and submitted at the
time the Bid is due for all Subcontractors proposed to perform five percent (5%) or more of the
total Contract Price.
B. All Subcontractors are subject to the approval of the Authority.
LIST OF PROPOSED SUBCONTRACTORS
Subcontractor Names & Addresses
Subcontract Work Item
Dollar Value
Subcontract Work
Total Dollar Value of Bid
Percent of Total
CIP 1406A
%
00200-7
00200 BID FORM
BID ADDENDA. Bidder hereby acknowledges receipt of, and is familiar with the contents of, the following Addenda:
Addendum No. _____________
Dated ____________________ No. of Pages ______
Addendum No. _____________
Dated ____________________ No. of Pages ______
Addendum No. _____________
Dated ____________________ No. of Pages ______
Addendum No. _____________
Dated ____________________ No. of Pages ______
1.10 NO SOLICITATION FEE. Bidder has not employed or retained any person or selling agency to
solicit or secure the Contract for a fee, except bona fide employees of Bidder or a bona fide
commercial or selling agency maintained by Bidder for the purpose of securing business.
1.12 NO UNDISCLOSED RECOMMENDATIONS. Bidder has neither recommended nor suggested
to the Owner, or any of the members of its Board of Commissioners or officers or employees, any
of the terms or provisions set forth in the Contract Documents, except at a meeting open to all
interested persons, of which proper notice was given.
1.13 NO RELATIONSHIP TO OWNER. No officer, stockholder or principal of Bidder is a member
of the Owner or its staff, or related to any members of the Board of Commissioners of the Owner
or its staff except as noted below:
__________________________________________________________________________
__________________________________________________________________________
__________________________________________________________________________
1.14 NO BENEFIT TO PUBLIC OFFICIALS. No member of or delegate to the United States
Congress or state or local public official shall be permitted to any share or any part of the
Contract or any benefit that may arise from it; provided, however, this provision shall not be
construed to extend to the Contract if made with a corporation for its general benefit.
1.15 BREACH. For breach or violation of any of the covenants expressed in this Bid Form, the
Owner shall have the right (i) to declare Bidder not eligible for the Award of the Contract, if such
breach or violation becomes known prior to the Award of the Contract; (ii) if such breach or
violation becomes known after the Award of the Contract, to void the Contract without liability;
or (iii) in its discretion to deduct from the amount of the Contract, or otherwise recover, the full
amounts paid in violation of these covenants, or the value of participation in violation of these
covenants.
BIDDER:
By:
_________________________________________
Name:_______________________________________
Title:________________________________________
CIP 1406A
00200-8
00200 BID FORM
By:
_________________________________________
Name:_______________________________________
Title:________________________________________
Address of Bidder:
Email Address:_____________________
___
Phone Number
Fax Number:
PART 2
(Not Applicable)
PART 3
EXECUTION (Not Applicable)
CIP 1406A
00200-9
00200 BID FORM
CIP 1406A
00200-10
SECTION 00300 – AFFIDAVIT
PROJECT: CONSTRUCT NEW TRITURATOR
STATE OF _________________
COUNTY OF __________________
The undersigned affiant, ________________________, makes oath that _______________________he is
the
of___________________________
(the “Bidder”), and that
the only parties directly or indirectly interested in the Contract for the Project are named in the Bid which
accompanies this Affidavit; and that neither the President or any member of the Board of Commissioners
of the Metropolitan Nashville Airport Authority or the Mayor, any Councilman or any other official of
The Metropolitan Government of Nashville and Davidson County is directly or indirectly interested in the
Contract or the proceeds thereof, and that the Bidder has not given or donated or promised to give or donate directly or indirectly to any official or employee of the Metropolitan Nashville Airport Authority or
to anyone else any sum of money or other thing of value for aid or assistance in obtaining the Contract.
Capitalized terms not otherwise defined in this Affidavit shall have the meanings ascribed to them in the
Invitation to Bid (With Contract and Specifications) dated June 9, 2014 of the Metropolitan Nashville
Airport Authority relating to the Project referenced above.
Name: __________________________________________
Subscribed and sworn to before me this ______ day of _________________, 2014.
_________________________________________
Notary Public
My Commission expires: _____________________
CIP 1406A
00300-1
CIP 1406A
00300-2
SECTION 00310 – DRUG-FREE WORKPLACE AFFIDAVIT
STATE OF
COUNTY OF
The undersigned affiant, ______________________________________________, who being duly
sworn, deposes and says:
1. He/She is the _____________________________________ of
(the “Bidder”);
2. The Bidder has submitted a bid to the Metropolitan Nashville Airport Authority for the following
construction project: Construct New Triturator;
3. The Bidder employs no less than five (5) employees;
4. The Bidder has in effect, at the time of submission of its bid to perform the construction referred to
above, a drug-free workplace program that complies with Tennessee Code Annotated Sections 50-9-113,
et seq.; and
5. This Affidavit is made on the personal knowledge of the undersigned affiant.
Further affiant saith not.
Name: ____________________________________
_________________________________________
Notary Public
[SEAL]
CIP 1406A
00310-1
CIP 1406A
00310-2
SECTION 00320 – AFFIDAVIT ON DEBARMENT
STATE OF
COUNTY OF
The undersigned, being of lawful age and being first duly sworn on oath, hereby says and certifies
that as of
, the opening date on which the bid that accompanies this Affidavit for the
above-referenced Project (the “Bid”) may be submitted,
(the “Bidder”) will
not be debarred from participation in any contract let or funded, wholly or in part, by the Federal
Highway Administration, the Federal Aviation Administration, the Tennessee Department of
Transportation or the Metropolitan Nashville Airport Authority.
The undersigned further hereby says and certifies that neither the Bidder nor any of its principals is
presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from
participation in the transaction which is the subject of the Bid by any federal department or agency and
that the Bidder will include this clause without modification in all lower tier transactions, solicitations,
bids, contracts and subcontracts relating to the Bid. If any such lower tier participant is unable to certify
to this statement, the Bidder shall attach an explanation to the Bid.
The undersigned acknowledges, on behalf of the Bidder, that the Bid shall be rejected or, if already
accepted, that a contract based on the Bid shall be terminated, if the information certified herein is
incorrect.
Name: ____________________________________
Title:
____________________________________
_________________________________________
Notary Public
[SEAL]
CIP 1406A
00320-1
CIP 1406A
00320-2
SECTION 00330 – NON-COLLUSION AFFIDAVIT
STATE OF _____________________
COUNTY OF ____________________
The undersigned, _____________________________________ (the “Affiant”), being of lawful age and
being first duly sworn on oath, says that she/he is the____________________________________ of
_______________________________________(the “Bidder”) and is authorized by the Bidder to execute
and deliver this Affidavit and to submit the bid that accompanies this Affidavit with respect to the abovereferenced Project (the “Bid”).
Affiant further says that (i) the Bid is not made in the interest of or on behalf of any undisclosed person,
partnership, company, association, organization or corporation; (ii) such Bid is genuine and not collusive
or a sham; (iii) Bidder has not, directly or indirectly, induced or solicited any other person or entity to put
in a false or sham bid, and has not, directly or indirectly, colluded, conspired, connived or agreed with
any person or entity to put in a sham bid for such above-referenced Project or that anyone else shall refrain from providing a bid for such above-referenced Project; and (iv) Bidder has not in any manner directly or indirectly sought by agreement, communication or conference with anyone to fix the negotiated
price of Bidder or of any other person or entity or to fix any overhead, profit or cost element of such negotiated price or that of any other person or entity or to secure any advantage against the Metropolitan
Nashville Airport Authority (the “MNAA”) or anyone interested in the proposed contract that is the subject of the Bid.
Affiant further states that any unauthorized contact between Bidder or its agents, employees or others on its
behalf, either directly or indirectly, and the President of the MNAA, any member of the Board of
Commissioners of the MNAA, the legal counsel to the MNAA, the architect for the MNAA, or any
consultant to or member of the staff of the MNAA, may cause the MNAA to reject the Bid. Affiant hereby
certifies that (i) Bidder has not been a party to any collusion with the President of the MNAA, any member of
the Board of Commissioners of the MNAA, the legal counsel to the MNAA, the architect for the MNAA, or
any consultant to or member of the staff of the MNAA, as to quantity, quality or price with respect to the Bid
or the above-referenced Project that is the subject of the Bid, and (ii) there have been and shall be no
discussions between the parties stated heretofore concerning the exchange of money or other things of value
for special consideration.
Affiant further says that all statements contained herein and contained in the Bid are true.
Further affiant saith not.
Name: _______________________________________
_________________________________________
Notary Public
My Commission expires: _____________________[SEAL]
CIP 1406A
00330-1
CIP 1406A
00330-2
SECTION 00340 – SUBCONTRACTOR FINAL RELEASE
SUBCONTRACTOR FINAL RELEASE AND WAIVER OF LIENS AND CLAIMS
The undersigned, in consideration of the sum of
aid by _____________________________, receipt of which is hereby acknowledged, does hereby (i)
acknowledge such sum as final payment and does hereby release the said
____________________________________ and the Metropolitan Nashville Airport Authority from any
and all claims it has for furnishing and/or supplying work, materials, machinery, fuel and/or labor in the
construction of a certain project located at the Nashville International Airport and known as the
CONSTRUCT NEW TRITURATOR (the “Project”); (ii) waive all claims, liabilities, damages, causes of
action and/or rights of any kind, including the right to file mechanics liens against the Project, the
premises on which the Project is located and funds allocated or otherwise available for the funding of the
Project and the payment for work, materials, machinery, fuel and/or labor for the Project; and (iii)
guarantee and warrant that all of its subcontractors, materialmen and laborers involved in the Project have
been paid in full.
Dated: _____________________
By: ______________________________
Name: _______________________________
Title: ________________________________
_________________________________________
Notary Public
CIP 1406A
00340-1
CIP 1406A
00340-2
SECTION 00350 – SUBCONTRACTOR OR VENDOR PARTIAL RELEASE
SUBCONTRACTOR OR VENDOR PARTIAL RELEASE OF LIEN FOR PROGRESS PAYMENT
The undersigned is a party to a subcontract with _____________________________________to
furnish labor and/or materials for the following construction project at the Nashville International Airport
(the “Project”): CONSTRUCT NEW TRITURATOR.
The undersigned hereby (i) acknowledges receipt of Progress Payment No. ____________ on
_________________________________ in the amount of $_____________________, and (ii) certifies
that the total payments received by the undersigned to date is $________________________. The
undersigned is submitting herewith a request for Progress Payment No. _____________ in the amount of
$____________________ for the month of____________________ to _______________________ for
payment. The undersigned, as consideration and inducement to ____________________________ to
make future progress payments, hereby waives and releases any claims, causes of action, liabilities and
damages, including, but not limited to, the right to assert a lien for all work performed through
___________ with respect to the Project for payments received totaling $_________________.
Dated: _____________________
By:
Name:
Title:
_________________________________________
Notary Public
[SEAL]
CIP 1406A
00350-1
CIP 1406A
00350-2
SECTION 00360 – CONTRACTOR FINAL RELEASE
CONTRACTOR AFFIDAVIT AND FINAL RELEASE OF LIENS AND CLAIMS
I
, the authorized representative of ________________________________________________,
being duly sworn, deposes and states upon oath that
, party to the Contract dated
, with the
Metropolitan Nashville Airport Authority for the design and construction of Construct New Triturator:
(1) Makes this Affidavit in accordance with the terms of said Contract and as an inducement and partial
consideration to the Metropolitan Nashville Airport Authority to make a progress payment on said Contract;
Certifies that the following is a true and complete listing of each and every subcontractor, lessor,
materialman, company, contractor and other entity and every subcontract, lease, material commitment,
and other agreement entered into for the specific purpose of furnishing of all labor and/or materials,
and/or equipment, and/or leases, and/or services, and/or consumable items under such Contract for which
a right of lien may exist to the date of this Affidavit in connection with said Contract, the amount paid to
them, and the amounts due or to become due to them set forth fully and correctly opposite their respective
names;
(2) Swears that all amounts requested herewith for such labor, materials, equipment, leases, services,
consumables and otherwise, including applicable taxes, shall be fully paid, satisfied, and discharged within five (5) business days after receipt of payment from the Authority;
(3) Submits attached hereto the Affidavits and Releases of all Liens and Claims of each and every subcontractor, lessor, materialman, company, contractor and other entity listed in Paragraph 2 above, conditioned only upon receipt by said subcontractor, lessor, etc. of the amount due them as indicated in Paragraph 2.;
(4) Acknowledges and agrees that payment of an aggregate amount of
lease/deposit of retainage in the amount of
Dollars (
Contract for all services completed through Pay Request #
other monies held by the Authority in the amount of
Dollars (
) and re-
) constitutes full payment due under the
. Deductions for substandard services, and
Dollars (
) are admitted as justifiable and
proper deductions under the Contract and Contractor hereby releases all claims to said amount pursuant to
Paragraph 6. herein;
(5) Hereby forever releases and discharges the Metropolitan Nashville Airport Authority of and from any
and all claims and demands for payment arising out of or incident to the completion of the services, in-
CIP 1406A
00360-1
cluding without limitation any lien rights and claims to assessed liquidated damages which it may have or
claim;
(6) Hereby forever releases and discharges the Metropolitan Nashville Airport Authority from any and all
claims and demands for payment of each and every of its subcontractors, lessors, materialmen, laborers,
companies, contractors or other entities, whether direct, indirect or remote, whether listed in Paragraph 2.
herein or not, arising out of or incident to the completion of the services, including without limitation any
lien rights they may have or claim;
(7) Hereby agrees to completely indemnify and hold harmless the Metropolitan Nashville Airport Authority from any claims of any of its laborers and subordinate entities whether direct, indirect or remote,
as specified in Paragraph 6. hereof, utilizing in fulfilling said obligation counsel reasonably satisfactory to
the Metropolitan Nashville Airport Authority;
(8) Has fully read and understood this Affidavit and Release prior to executing it;
(9) Acknowledges that falsification of this Affidavit and Release shall, among other things, constitute a
substantial and material breach of said Contract for which the Metropolitan Nashville Airport Authority
shall be entitled to hold Contractor in default;
(10) Acknowledges that payment of the funds requested herewith or previously paid under said Contract
to other than the subcontractors, lessors, materialmen, laborers, companies, contractors, or entities entitled
to such funds or in amounts other than those to which they are properly entitled shall constitute, without
limitation, misappropriation of Federal and/or State grant proceeds, if such proceeds are being utilized to
complete said Contract, and a substantial and material breach of said Contract for which the Metropolitan
Nashville Airport Authority shall be entitled to hold Contractor in default.
Signature:
Typed Name: ____________________________
Title: ___________________________________
Date: _______________________
CIP 1406A
00360-2
AFFIDAVIT
STATE OF ___________________
COUNTY OF ____________________
Before me, a Notary Public in and for said County and State, personally appeared
________________
_____________________ who stated that he/she executed the within document or his/her own free will
for the purpose(s) stated herein, this
day of
___________
, 2014.
______________________________
Notary Public
My Commission Expires:
CIP 1406A
00360-3
CIP 1406A
00360-4
SECTION 00370 – CONTRACTOR PARTIAL RELEASE
CONTRACTOR PARTIAL RELEASE OF LIEN AND CLAIMS
The undersigned, pursuant to a contract with the Metropolitan Nashville Airport Authority (the
“MNAA”), has performed work and/or furnished materials, equipment and/or machinery during the
period from ______________ to ______________, as set forth in Payment Application No. _____, with
respect to the following construction project at the Nashville International Airport (the “Project”):
Construct New Triturator.
As inducement for the MNAA to make future progress payments to the undersigned, the undersigned
hereby warrants and acknowledges that all costs and expenses for labor, payroll taxes, materials,
equipment, machinery, tools and/or other bills or claims with respect to the Project on or before
_________________ have been paid in full. The undersigned further certifies that it has complied with all
federal, state and local tax and employment laws, including, but not limited to, Social Security,
unemployment and workers’ compensation laws, applicable to its contract with the MNAA for its work
on the Project through the date hereof.
The undersigned hereby waives and releases all rights to liens and/or claims against the MNAA or the
Project relating to the performance of its work on the Project pursuant to its contract with the MNAA and
further states that no other person or entity has a right to a lien or claim against the MNAA or the Project
on account of work performed or for material, equipment or machinery furnished by or to the undersigned
through ___________________________.
This waiver and release is made only to the extent of work performed on or material, equipment or
machinery furnished to the Project through _________________________.
Dated: _____________________
By:
Name:
Title:
_________________________________________
Notary Public
CIP 1406A
00370-1
CIP 1406A
00370-2
SECTION 00380 – PERFORMANCE BOND
PERFORMANCE BOND
STATE OF _______________________
COUNTY OF ____________________
KNOW ALL PERSONS BY THESE PRESENTS, THAT WE
,a
duly organized and existing under the laws of the State of
and authorized to do business in the State of Tennessee, as contractor (the
“Contractor”), and
,a
duly organized and
existing under the laws of the State of _______________________________ and authorized to do
business in the State of Tennessee, as surety (the “Surety”), do hereby acknowledge ourselves, and our
heirs, executors, administrator, successors and assigns, jointly and severally, firmly by these presents,
indebted and firmly bound unto the Metropolitan Nashville Airport Authority, Nashville, Tennessee, as
obligee (the “Obligee”), a public instrumentality of The Metropolitan Government of Nashville and
Davidson County, Tennessee and organized and existing under the laws of the State of Tennessee, in the
sum of
Dollars ($___________) in good and lawful money
of the United States, which sum is one hundred percent (100%) of the contract price for the Project (as
defined below).
WHEREAS, the Obligee has contracted with the Contractor, for the sum of
Dollars ($_________________), to furnish all labor, materials, equipment and
appurtenances necessary for the construction project at the Nashville International Airport known as the
Construct New Triturator, (the “Project”), and for such other items of work as may be required for the
complete performance of the Project, the same being more particularly set forth in the Invitation to Bid
(With Contract and Specifications) and the Construction Contract dated _________________________
between the Obligee and the Contractor executed pursuant thereto, which contract is by this reference
hereby made a part hereof (the “Contract”), and it being the desire of the Surety that this Performance
Bond shall insure the performance of all undertakings under the Contract, including, but not limited to,
any guaranty or warranty contained therein, and the Surety shall indemnify, defend and save harmless the
Obligee from any and all cost and damage it may suffer by reason of any default in performance by the
Contractor under the Contract;
NOW, THEREFORE, the condition of this obligation is such that, if the Contractor shall furnish all
necessary material and labor and shall fully perform and complete, in a thorough and workmanlike
manner in full accordance with the terms and specifications of the Contract and with the instructions of
the engineer designated by the Obligee for the Project, all the work specified in the Contract, and shall
fully and faithfully perform all other undertakings and obligations under the Contract, including, but not
limited to, any guaranty or warranty contained therein, and shall fully indemnify and save harmless the
Obligee from all cost and damage whatsoever which it may suffer by reason of any default or failure on
the part of the Contractor so to do, and shall reimburse and repay the Obligee any and all cost and
expense which the Obligee may incur in making good any such default, and shall defend and save the
Obligee harmless from any and all damage, loss, claim, suit and action, including, but not limited to,
those for personal injuries and property damage, that may arise out of or be occasioned by the
performance of the Contractor under the Contract or by reason of the improper construction of the Project
or by reason of a joint judgment by any court against the Contractor and the Obligee, and shall not claim
or set-off or plead as a defense that the Contractor and the Obligee were joint wrongdoers and that the
Contractor and its insurance and this Performance Bond are not liable, and shall otherwise comply in
CIP 1406A
00380-1
every respect with the terms of the Contract, then this Performance Bond shall be null and void, but
otherwise it shall remain in full force and effect.
PROVIDED, however, that any alterations in the terms of the Contract, or in the work to be done
thereunder, or the giving by the Obligee of any extension of time for the performance of the Contract, or
any other forbearance on the part of either the Obligee or the Contractor to the other shall not in any way
release the Contractor and the Surety, or either or any of them, and their heirs, executors, administrators,
successors or assigns, from their liability hereunder, notice to the Surety of any such alteration, extension
of time or forbearance being hereby expressly waived by the Surety. It is hereby stipulated and agreed
that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be
performed thereunder, or to the specifications accompanying the same, or any such other forbearance
shall in any way affect the obligations of the Contractor or the Surety under this Performance Bond, and
notice thereof is hereby expressly waived by the Surety of any such change, extension of time, alteration
or addition to the terms of the Contract or to the work thereunder or to the specifications therefore or any
such other forbearance.
Whenever the Contractor shall be, and declared by the Obligee to be, in default in performance under the
Contract, the Surety shall promptly remedy such default or shall promptly:
1. Complete the Contract in accordance with its terms and conditions, or
2. Obtain a bid or bids for submission to the Obligee for completing the Contract in accordance with
its terms and conditions and, upon determination by the Surety of the lowest responsible bidder, or, if the
Obligee elects, upon determination by the Obligee and the Surety jointly of the lowest responsible bidder,
arrange for a contract between such bidder and the Obligee and make available as work progresses (even
though there may exist a default or a succession of defaults under the contract or contracts of completion
arranged under this paragraph) sufficient funds to fully pay the cost for the completion of the Project up to
the amount set forth in the first paragraph hereof less the amount properly paid by the Obligee to the
Contractor previously (but plus any other costs and damages for which the Surety may be liable
hereunder). No right of action shall accrue under this Performance Bond to or for the use of any person
or entity other than the Obligee named herein and such Olibgee’s successors and assigns.
CIP 1406A
00380-2
IN WITNESS WHEREOF, the Contractor and the Surety have hereunto affixed their respective
signatures by their duly authorized representatives as of the _________ day of __________________,
2014.
ATTEST:
CONTRACTOR:
By: _________________________________
By: __________________________________
Name: _________________________________
Name: _________________________________
Title: _________________________________
Title: _________________________________
ATTEST:
SURETY:
By: _________________________________
By: _________________________________
Name: _________________________________
Name: _________________________________
Title: _________________________________
Title: _________________________________
PERFORMANCE BOND
CERTIFICATE AS TO CONTRACTOR
I, ____________________________________, certify that I am the ______________________ of
the
________________________
that
_____________________
was then
named as the Contractor in the foregoing Performance Bond;
who signed the said Performance Bond on behalf of the Contractor
______________________________
of said _______________________________; that
I know his/her signature and that his/her signature is genuine; and that said Performance Bond was duly
signed and attested for and in behalf of said
by authority of its
.
[SEAL]
CIP 1406A
00380-3
CIP 1406A
00380-4
SECTION 00390 – PAYMENT BOND
PAYMENT BOND
STATE OF
COUNTY OF
KNOW ALL PERSONS BY THESE PRESENTS, THAT WE
,a
duly organized and existing under the laws of the State of
and authorized to do business in the State of Tennessee, as contractor (the
“Contractor”), and
,a
duly organized and
existing under the laws of the State of _______________________________ and authorized to do
business in the State of Tennessee, as surety (the “Surety”), do hereby acknowledge ourselves, and our
heirs, executors, administrator, successors and assigns, jointly and severally, firmly by these presents,
indebted and firmly bound unto the Metropolitan Nashville Airport Authority, Nashville, Tennessee, as
obligee (the “Obligee”), a public instrumentality of The Metropolitan Government of Nashville and
Davidson County, Tennessee and organized and existing under the laws of the State of Tennessee, for the
payment of the sum of
Dollars ($___________) in good
and lawful money of the United States, for the use and benefit of the Obligee and of those Claimants (as
defined below) entitled thereto, which sum is one hundred percent (100%) of the contract price for the Project
(as defined below).
WHEREAS, the Obligee has contracted with the Contractor, for the sum of
Dollars ($_________________) to furnish all labor, materials, equipment and
appurtenances necessary for the construction project at the Nashville International Airport known as the
Construct New Triturator, (the “Project”), and for such other items of work as may be required for the
complete performance of the Project, the same being more particularly set forth in the Invitation to Bid
(With Contract and Specifications) and the Construction Contract dated _________________________
between the Obligee and the Contractor executed pursuant thereto, which contract is by this reference
hereby made a part hereof (the “Contract”), and it being the desire of the Surety that this Payment Bond
shall insure and protect all laborers and furnishers of materials furnished under the Contract, including, but
not limited to, labor and materials furnished pursuant to any guaranty or warranty contained therein, whether
the same be used by the Contractor or by any immediate or remote subcontractor under said Contractor, and
whether pursuant to Tennessee Code Annotated Sections 12-4-201 to -208, inclusive, or independently of
such statutes, and the Surety shall indemnify, defend and save harmless the Obligee from any and all cost and
damage it may suffer by reason of the Contractor’s failure to make all payments for all labor and materials
used or reasonably required for use in the performance of any guaranty or warranty contained therein;
NOW, THEREFORE, the condition of this obligation is such that, if the Contractor shall promptly make
full payment to all Claimants (as defined below) for all labor and materials used or reasonably required for
use in the performance of the Contract, including, but not limited to, labor and materials furnished pursuant to
any guaranty or warranty contained therein, in full accordance with the terms and specifications for the
Contract and with the instructions of the engineer designated by the Obligee, and shall fully indemnify and
save harmless the Obligee from all costs and damage whatsoever which it may suffer by reason of any default
or failure on the part of the Contractor to do so, and shall reimburse and repay the Obligee any and all cost
and expense which it may incur in making good any such default, and shall fully pay for all labor, material
and work used by the Contractor or by any immediate or remote subcontractor under the Contractor in the
CIP 1406A
00390-1
performance of the Contract, in good and lawful money of the United States, as the same shall become due
and payable, and shall defend and save the Obligee harmless from any and all damage, loss, claim, suit and
action, including, but not limited to, those for personal injuries and property damage, that may arise out of or
be occasioned by the work of the Contractor under the Contract or by reason of improper construction or a
joint judgment by any court against the Contractor and the Obligee, and shall not claim or set-off or plead as a
defense that the Contractor and the Obligee were joint wrongdoers and that the Contractor and its insurance
and this Payment Bond are not liable, and shall promptly make payment of all taxes, licenses and
assessments, and penalties and interest thereon, when the same become lawfully due by reason of, and
directly connected with, the performance by the Contractor of the Contract, or any part thereof, and shall
comply in every respect with the terms of the Contract, then this Payment Bond shall be null and void, but
otherwise to remain in full force and effect; subject, however, to the following conditions:
1. A “Claimant” is defined as one having a direct contract with or directly employed by the Contractor,
or one having a contract with or employed by a subcontractor of the Contractor or by remote subcontract for
labor, material or both used or reasonably required for use in the performance of the Contract; labor and
material being construed so as to also include that part of water, gas, power, light, heat, oil, gasoline or rental
of equipment directly applicable to the labor or material furnished pursuant to the Contract, and shall also
include the State of Tennessee and The Metropolitan Government of Nashville and Davidson County,
Tennessee, as provided by law.
2. The Contractor and the Surety hereby jointly and severally agree with the Obligee that every
Claimant who has not been paid in full before the expiration of a period of ninety (90) days after the date on
which the last of such Claimant’s work or labor was done or performed, or materials were furnished by such
Claimant, may sue on this Payment Bond for the use of such Claimant, prosecute the suit to final judgment
for such sum or sums as may be justly due to such Claimant, and have execution thereon. The Obligee shall
not be liable for the payment of any costs or expenses of any such suit.
3. No suit or action shall be commenced hereunder by any Claimant unless such Claimant shall have
given written notice to the Contractor and to the Obligee, within ninety (90) days after such Claimant
performed the last of the work or labor or furnished the last of the materials for which said claim is made,
stating the amount due or to become due, with an itemized account of the materials furnished or labor
performed, the name of the party to whom the materials were furnished, or for whom the work or labor
was performed; and a reasonably certain description of the property improved. Such notice shall be
served by mailing the same by registered or certified mail, return-receipt requested and postage prepaid,
addressed to the party to be served at its business address, or by personal delivery, provided, however,
that, notwithstanding the foregoing, no suit or action may be commenced by a Claimant more than one (1)
year after the completion of such Claimant’s work on the Project or of the furnishing of labor or materials to
the Project by such Claimant.
PROVIDED, however, that any alterations in the terms of the Contract, or in the work to be done
thereunder, or the giving by the Obligee of any extension of time for the performance of the Contract, or
any other forbearance on the part of either the Obligee or the Contractor to the other, shall not in any way
release the Contractor and the Surety, or either or any of them, and their heirs, executors, administrators,
successors or assigns from their liability hereunder; notice to the Surety of any such alteration, extension
of time or forbearance being hereby expressly waived by the Surety. It is hereby stipulated and agreed
that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be
performed thereunder, or to the specifications accompanying the same, or any such other forbearance
shall in any way affect the obligations of the Contractor or the Surety under this Payment Bond, and
notice thereof is hereby expressly waived by the Surety of any such change, extension of time, alteration
or addition to the terms of the Contract or to the work thereunder or to the specifications therefore or any
such other forbearance.
CIP 1406A
00390-2
IN WITNESS WHEREOF, the Contractor and the Surety have hereunto affixed their respective
signatures by their duly authorized representatives as of the _________ day of __________________, 2014.
ATTEST:
CONTRACTOR:
By:
By:
Name:
Name:
Title:
Title:
ATTEST:
SURETY:
By:
By:
Name:
Name:
Title:
Title:
PAYMENT BOND
CERTIFICATE AS TO CONTRACTOR
I, ____________________________________, certify that I am the _________________ of the
named as the Contractor in the foregoing Payment Bond; that
who signed the said Payment Bond on behalf of the Contractor was then
of said
; that I know his/her signature and that his/her signature is genuine; and that said Payment Bond
was duly signed and attested for and in behalf of said
by authority of its
.
Name:
Title:
[SEAL]
CIP 1406A
00390-3
CIP 1406A
00390-4
CONSTRUCTION CONTRACT
METROPOLITAN NASHVILLE AIRPORT AUTHORITY
NASHVILLE, TENNESSEE
CIP NO. 1406A
THIS CONSTRUCTION CONTRACT (the “Contract”) is made and entered into on this ____day of
______________________, 2014, by and between the Metropolitan Nashville Airport Authority (the
“Owner”), a public instrumentality of The Metropolitan Government of Nashville and Davidson County,
and
[Insert Name]
[Insert Address]
[Insert City, State Zip]
[Insert Phone No.]
(the “Contractor”), with respect to the following (the “Project”):
CIP NO. 1406A
1. SCOPE OF WORK. The Contractor shall furnish all of the material and perform all of the work necessary and required for the construction and completion of the Project at the Nashville International
Airport in accordance with and pursuant to the terms, provisions, covenants and conditions of this
Contract and the Contract Documents (as defined herein). Capitalized terms not otherwise defined in
this Contract shall have the meanings ascribed to them in Contract Documents. The Contractor shall
comply, and shall cause its subcontractors to comply, with the minimum wage rate requirements of
2. CONTRACT TIME. The Project shall be fully completed during a period of ___ Calendar Days,
which shall commence the date the Notice to Proceed is given.
3. CONTRACT PRICE. The Owner shall pay the Contractor for the performance and completion of
this Contract, subject to any additions and deductions by Change Order as provided in the Contract
Documents, in current funds, the amount of______________________________ Dollars
($_______________).
4. CONTRACT DOCUMENTS.
A. The following documents, which are incorporated herein by reference, are referred to as the
“Contract Documents:”
CIP 1406A
00400-1
a. The terms, provisions and requirements of the Invitation to Bid and Instruction to Bidders issued by the Owner with respect to the Project;
b. this Contract (including all exhibits and/or attachments);
c. the Construction Documents (all plans and specifications);
d. All other documents executed and/or delivered and to be executed and/or delivered by the
Contractor pursuant to the requirements of the Bid Package, including, but not limited to, addenda, the Contractor’s Bid Form, the Contractor’s Performance Bond, the Contractor’s
Payment Bond, the certificates of insurance, Drug Free Work Place and SMWBE forms;
e. All Change Orders
f.
Any other documents incorporated herein by reference.
B. The Contract Documents are to be considered as one and whatever is called for by any one of
them shall be as binding as if called for by all.
C. In the event of a conflict between the terms and conditions of the Contract Documents, the terms
that are more restrictive on the Contractor shall govern and control.
5. EQUAL OPPORTUNITY CLAUSE. Pursuant to 41 CFR Part 60.1.4(b), the applicant hereby agrees
that it will incorporate or cause to be incorporated into any contract for construction work, or modification thereof, as defined in the regulations of the Secretary of Labor at 41 CFR Chapter 60, which is
paid for in whole or in part with funds obtained from the Federal Government or borrowed on the
credit of the Federal Government pursuant to a grant, contract, loan insurance, or guarantee, or undertaken pursuant to any Federal program involving such grant, contract, loan, insurance, or guarantee,
the following equal opportunity clause:
During the performance of this contract, the Contractor agrees as follows:
A. The Contractor will not discriminate against any employee or applicant for employment because
of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment
advertising; layoff or termination; rates of pay or other forms of compensation; and selection for
training, including apprenticeship. The Contractor agrees to post in conspicuous places, available
to employees and applicants for employment, notices to be provided setting forth the provisions
of this nondiscrimination clause.
B. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of
the Contractor, state that all qualified applicants will receive considerations for employment
without regard to race, color, religion, sex, or national origin.
C. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising
the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.
CIP 1490A
00400-2
D. The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965,
and of the rules, regulations, and relevant orders of the Secretary of Labor.
E. The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant
thereto, and will permit access to his books, records, and accounts by the administering agency
and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules,
regulations, and orders.
F. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract
or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or
suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed
and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule,
regulation, or order of the Secretary of Labor, or as otherwise provided by law.
G. The Contractor will include the portion of the sentence immediately preceding paragraph (1) and
the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of
Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each
subcontractor or vendor. The Contractor will take such action with respect to any subcontract or
purchase order as the administering agency may direct as a means of enforcing such provisions,
including sanctions for noncompliance: Provided, however, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of
such direction by the administering agency the Contractor may request the United States to enter
into such litigation to protect the interests of the United States.
6. SMALL MINORITY WOMAN-OWNED BUSINESS ENTERPRISE (SMWBE) PARTICIPATION.
A. SMWBE Participation Level. The attainment of the level established for this Contract is to be
measured as a percentage of the total dollar value of the Contract. The SMWBE level established
for this Contract is as follows: 1) Base Bid: 7.18% SMWBE, 2) Alternate 1: 10.81% SMWBE,
and 3) Alternate 2: 8.34% SMWBE. Contractor has committed to achieve a <Contractor’s actual percentage> goal. See attached SMWBE subcontractor list and SMWBE Participation Report
(to also be submitted with Bid) identifies a breakdown of certified companies and associated dollar values which will be expended by the Contractor to achieve the <Contractor’s actual percentage>.
B. Penalty for Noncompliance. It would be difficult to estimate the actual damages incurred by Owner where Contractor willfully fails to achieve the agreed upon SMWBE participation goal set
forth in the Contract. Accordingly, as liquidated damages, and in addition to other remedies as
may be available to Owner under this Contract at law or in equity, Owner may, in its sole discretion, deduct from the final payment due Contractor the difference, calculated in dollars, between
the agreed upon SMWBE participation goal and the actual SMWBE participation achieved by
Contractor. In the event Contractor is able to demonstrate and document good faith efforts showing that its failure to achieve the agreed upon SMWBE participation goal was in good faith, and
Owner concurs with Contractor, then Contractor shall not be liable to Owner for liquidated dam-
CIP 1490A
00400-3
ages arising out of Contractor's failure to achieve the agreed upon SMWBE participation goal set
forth in this Contract.
C. Contractor should review Section 0600 for additional information regarding the Authority’s
SMWBE program.
7. INTEREST OF MEMBERS OF OWNERAND OTHERS. No officer, member or employee of the
Owner, no member of its governing body and no other public official of the governing body of the locality or localities that the Project covers or in which it is being carried out who exercises any functions or responsibilities in the review or approval of the undertaking or carrying out of the Project
shall (a) participate in any decision relating to this Contract which affects his or her personal interest
or the interest of any entity in which he or she is directly or indirectly interested, or (b) have any interests, direct or indirect, in this Contract or proceeds from it.
8. KICKBACKS PROHIBITED. The Owner prohibits any person from:
•
•
•
Providing or attempting to provide or offering to provide any kickback;
Soliciting, accepting or attempting to accept any kickback; or
Including directly or indirectly, the amount of any kickback in the contract price.
Kickback" as used in this Contract means any money, fee, commission, credit, gift, gratuity, thing of
value, or compensation of any kind which is provided, directly or indirectly, to any prime contractor,
prime contractor employee, subcontractor, or subcontractor employee for the purpose of improperly
obtaining or rewarding favorable treatment in connection with a prime contract or in connection with
a subcontract relating to a prime contract.
9. GOVERNING LAW. This Contract shall be governed by the laws of the State of Tennessee. All
rights and remedies available to the Owner under this Contract shall be cumulative and in addition to
all other rights and remedies granted to the Authority at law or in equity.
10. ALL LEGAL PROVISIONS INCLUDED. The parties intend and agree that all provisions of law
that are required to be included in this Contract shall be deemed to be included.
11. DISPUTE RESOLUTION PROCEDURES. The parties agree to endeavor, in good faith and in
recognition of the costs and expenses associated with legal proceedings, to resolve and settle among
themselves any disputes or controversies pertaining to the Contract. However, if settlement or resolution cannot be reached, the parties agree to the following dispute resolution procedures:
A. Mediation: If during the course of this Contract the parties are unable to resolve any dispute or
controversy arising out of or relating to the Contract, such claims shall first be subject to nonbinding mediation as a condition precedent to the initiation of any legal action (either court action
or arbitration). The mediation, unless the parties mutually agree otherwise in writing, shall be in
accordance with the Construction Industry Rules of the American Arbitration Association. Demand for mediation shall be made in writing. The parties agree to share in the mediator’s fee and
any filing fees. Any mediation will be held in Nashville, Tennessee. Agreements reached in mediation shall be as enforceable as settlement agreements. Each party agrees to bear their own attorneys fees associated with the mediation.
B. Arbitration and Litigation: If the mediation described in Section (a) is unsuccessful, then, in
Owner’s sole discretion, any controversy or claim arising out of or relating to this Contract, or the
CIP 1490A
00400-4
breach thereof, shall be resolved by either binding arbitration or litigation (filed in the state or local courts of Nashville, Tennessee). Owner will notify the Contractor in writing of its election of
arbitration or litigation within 20 days after the date of the unsuccessful mediation, and Contractor agrees not to commence any legal action against Owner until such election is made and communicated. If Owner elects binding arbitration, it shall be administered, unless the parties mutually agree otherwise in writing, in accordance with the most recent Construction Industry Rules of
the American Arbitration Association. Whether arbitration or litigation is elected by Owner, any
hearing shall be held in Nashville, Tennessee, and the Court or Arbitrator(s) shall have the power
to award to the prevailing party its reasonable attorneys’ fees, expenses and costs.
12. ENTIRE AGREEMENT; SEVERABILITY. The Contract Documents constitute the final written
expression of all the terms of the parties’ agreement and is a complete and exclusive statement of
those terms. Any modifications or amendments hereof must be in writing and signed by the parties. If
any of the terms of the Contract Documents shall be finally declared invalid in a court of competent
jurisdiction, all other terms shall remain in full force and effect.
13. CONTRACT EXECUTION AND SUBCONTRACTOR APPROVAL. Contractor shall not sublet,
sell, transfer, assign or otherwise dispose of the Contract or any portion thereof, or of its right, title or
interest therein, without the Owner’s prior written consent, which the Owner may grant or withhold in
its sole discretion. No Subcontracts or any contract assignment or transfer shall release Contractor of
its liability under the Contract (and the Payment and Performance Bonds provided with respect thereto). Further, the Owner at all times retains the right to approve all Subcontractors utilized in the performance of Work on the Project. Contractor shall utilize all Subcontractors indicated as subcontractors (including SMWBE or DBE subcontractors) for the performance of the Work unless the substitution of a subcontractor is approved by Owner. If Contractor wishes to substitute a subcontractor, Contractor must contact Owner at least thirty (30) days prior to the date of the desired substitution. Should an emergency arise wherein a substitution is necessary immediately, Contractor should
contact Owner as soon as possible. Owner has sole discretion as to whether or not to grant a request
for a substitution.
14. NO DAMAGES FOR DELAY. In the event the Contractor or any of its Subcontractors is delayed in
the commencement, prosecution, or completion of its Work under the Contract by any cause whatsoever including any act, omission, neglect or fault of Owner, Architect/Engineer, or of anyone employed by them, or of any Subcontractor not connected with this Contract, or of any third party on the
Project not controlled by the Contractor, or by any damage caused by fire or other casualty, or by unusually severe weather or by any extraordinary conditions arising out of war or governmental actions,
or by any other cause all beyond the control and without fault or neglect of the Contractor, or his
Subcontractor’s Materials Suppliers or others obligated with or to him under this Contract or otherwise, except as expressly provided elsewhere in the Contract, then the Contractor, shall be entitled to
the extension of time on a day for day basis, as determined and approved by the Owner. Such extension of time shall postpone the beginning of the time period for assessment of Liquidated Damages to
the Contractor for an equivalent time, but the days granted and the events producing them shall not be
grounds for claims by the Contractor for damages or for additional costs, expenses, overhead or profit
or other compensation.
15. TEMPORARY SUSPENSION OF THE WORK. Owner shall have the authority to suspend the work
wholly, or in part, for such period or periods as he may deem necessary, due to unsuitable weather, or
such other conditions as are considered unfavorable for the prosecution of the work, or for such time
CIP 1490A
00400-5
as is necessary due to the failure on the part of the Contractor to carry out orders given or perform any
or all provisions of the contract.
In the event that the Contractor is ordered by Owner to suspend work for some unforeseen cause not
otherwise provided for in the Contract and over which the Contractor has no control, the Contractor
may be reimbursed for actual money expended on the Work during the period of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be computed from the effective date of the Owner’s order to suspend work to the effective date of the Owner’s order to resume the work. Claims for such compensation shall be filed with the Owner within the time period
stated in the Owner’s order to resume work. The Contractor shall submit with his/her claim information substantiating the amount shown on the claim. No provision of this article shall be construed
as entitling the Contractor to compensation for delays due to inclement weather, for suspensions made
at the request of Owner, or for any other delay provided for in the Contract, plans, or specifications.
If it should become necessary to suspend work for an indefinite period, the Contractor shall store all
materials in such manner that they will not become an obstruction nor become damaged in any way.
He shall take every precaution to prevent damage or deterioration of the Work performed.
16. FAILURE TO COMPLETE ON TIME. For each calendar day, as specified in the Contract, that any
work remains uncompleted after the Contract Time the sum specified in the Contract and Bid as liquidated damages will be deducted from any money due or to become due the Contractor or Contractor’s surety. Such deducted sums shall not be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages including but not limited to additional architectural/engineering services that will be incurred by Owner should the Contractor fail to complete the
Work in the time provided in the Contract.
Permitting the Contractor to continue and finish the Work or any part of it after the time fixed for its
completion, or after the date to which the time for completion may have been extended, will in no
way operate as a wavier on the part of Owner of any of its rights under the Contract.
17. DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered in default
of the Contract and such default will be considered as cause for the Owner to terminate the Contract
for any of the following reasons if the Contractor:
a. Fails to begin the Work under the Contract within the time specified in the “Notice to Proceed,”
or
b. Fails to provide specified and/or new products; or
c. Fails to perform the Work or fails to provide sufficient workers, equipment or materials to assure
completion of Work in accordance with the terms of the Contract, or
d. Performs the work unsuitably or neglects or refuses to remove materials or to perform anew such
work as may be rejected as unacceptable and unsuitable, or
e. Discontinues the prosecution of the Work for a period of three (3) calendar days, excluding Saturdays, Sundays, or legal holidays, without the prior or written consent of Owner to do so; or
f. Fails to resume work which has been discontinued within three (3) calendar days after notice to
do so, or
g. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or insolvency, or
h. Allows any final judgment to stand against him or Owner unsatisfied for a period of ten (10)
days, or
i. Makes an assignment for the benefit of creditors, or
j. Fails to make prompt payments to subcontractors, or for materials or labor; or
CIP 1490A
00400-6
k. Persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction; or
l. For any other cause whatsoever, fails to carry on the Work in an acceptable manner.
Should the Owner consider the Contractor in default of the Contract for any reason hereinbefore, he
shall give written notice to the Contractor and the Contractor’s surety as to the reasons for considering the Contractor in default and the Owner’s intentions to terminate the Contract.
For any other good cause shown, or is guilty of a substantial violation of a provision of the Contract,
then Owner, without prejudice to the right or remedy and after giving written notice to the Contractor
and its Surety that the Contractor or its Surety shall have ten (10) days to cure the default stated. If
the Contractor or Surety fails to cure the default described in notice of intent to terminate the Contractor’s right to proceed, the Contract shall, without further notice, be deemed to be terminated and
Owner shall then take possession of the site, and of all materials, equipment, tools, construction
equipment, and machinery thereon owned by the Contractor and use the same and may finish the
Work, by whatever method Owner deems appropriate. In the event of termination under this Section,
Owner may use or appropriate any or all materials and equipment that have been mobilized for use on
the Project, and shall employ such methods or contractors, as Owner shall deem appropriate to complete the Project.
18. RETAINAGE. It is understood and agreed that the Owner shall hold as retainage Five percent (5%)
of payment for each invoice due to Contractor. When the Work is substantially complete the Contractor may request eighty percent (80%) of the retainage released for the work completed. Granting
of this request is within the Owner’s discretion. The remaining twenty percent (20%) will be held until all provisions of Section 01701 Closeout Documents are met.
CIP 1490A
00400-7
IN WITNESS WHEREOF, the Owner and the Contractor have executed this Contract as of the
date first written above. The Owner and the Contractor have signed this Contract in multiple copies, each of which is an original.
CONTRACTOR:
ATTEST/SEAL:
By:
By:
Name:
Name:
Title:
Title: __________________________________
METROPOLITAN NASHVILLE AIRPORT AUTHORITY
APPROVED:
APPROVED AS TO FORM & LEGALITY:
____________________________________
Robert R. Wigington
President & CEO
____________________________________
Robert C. Watson
Senior Vice President and Chief Legal Officer
RECOMMENDED:
SUFFICIENCY OF FUNDS:
____________________________________
Robert L. Ramsey, P.E., A.A.E.
Vice President Development & Chief Engineer
____________________________________
Stan R. Van Ostran, JD, CPA, A.A.E.
Vice President & Chief Financial Officer
CIP 1490A
00400-8
CERTIFICATION AS TO CONTRACTOR
I, ___________________________________, certify that I am the _____________________ of
the______________________
named
as
the
Contractor
in
the
foregoing
Contract;
that
_______________________________, who signed the said Contract on behalf of the Contractor was then
of said
;
that I know his/her signature and that his/her signature is genuine; and that said Contract was duly signed
and attested for and on behalf of said ____________________________________________by authority
of its governing body, and is within the scope of its powers.
Name:
Title:
______________________________________
[SEAL]
CIP 1490A
00400-9
ACKNOWLEDGEMENT FOR CONTRACTOR
FOR A CORPORATION OR LIMITED LIABILITY COMPANY:
STATE OF ___________________
COUNTY OF _________________
The foregoing instrument was subscribed, sworn to and acknowledged before me this ____ day of
, by
, the
of
, being authorized to do so on behalf of the
,a
.
Notary Public
[SEAL]
For a partnership or JOINT VENTURE:
STATE OF ___________________
COUNTY OF _________________
, by
,a
, being authorized to do so on behalf of the
of
,a
.
Notary Public
[SEAL]
CIP 1490A
00400-10
For an INDIVIDUAL:
STATE OF ___________________
COUNTY OF _________________
, by
.
Notary Public
[SEAL]
ACKNOWLEDGEMENT FOR OWNER
STATE OF TENNESSEE
COUNTY OF DAVIDSON
, by
________
, the
of the Metro-
politan Nashville Airport Authority, a corporation, being authorized to do so on behalf of the corporation.
Notary Public
[SEAL]
CIP 1490A
00400-11
ATTACHMENT “A”
SMWBE PARTICIPATION
SMWBE Subcontractor
Names & Addresses
Anticipated Schedule of
Use
Dollar Value Subcontract
Work
Percent of Total
CIP 1490A
%
00400-12
ATTACHMENT “B”
LIST OF PROPOSED SUB CONTRACTORS
Subcontractor Names & Addresses
Dollar
Value
Subcontract
Work
Total Dollar Value of Bid
Percent of Total
CIP 1490A
%
00400-13
ATTACHMENT C
SMWBE PARTICIPATION REPORT
1. SMWBE listed below must be certified by the Metropolitan Nashville Airport Authority’s Certification Program.
2. The Contractor shall enter into an agreement with the SMWBE Participant for work listed above upon
execution of a contract with the Airport Authority.
3. This SMWBE Participation Report must be completed and returned and made part of this Contract.
4. Contractor is required to provide reason(s) by completing the Good Faith Effort Non-Participation
Statement below if s/he is unable to meet proposed SMWBE participation levels.
5. Use a separate form for each SMWBE participant.
Name of Company/Contractor:
Name of SMWBE/Subcontractor:
[Name]
[Address]
[City, State Zip]
[Phone Number]
[Name]
[Address]
[City, State Zip]
[Phone Number]
Male Owned
Female Owned
Contact Name:_____________________
Contact Name:_____________________
Title: ____________________________
Title: ____________________________
Signature: ________________________
Signature: ________________________
Date: ____________________________
Date: ____________________________
Proposed Scope of Services for SMWBE/Subcontractor:
_____________________________________________________________________________
______________________________________________________________________________
MNAA Project name and number:__________________________________________________
Terms of Proposed Contract: ______________________________________________________
Proposed Total Contract Amount: $_____________________
Proposed Total SMWBE Amount: $____________________
Total (%): ______
Good
Faith
Effort
Non-Participation
Statement:
___________________________________________________________________________________
______________________________________________________________________________
MNAA Approval: _______________________________
Date:________________
Davita Taylor
Director, Business Diversity Development
CIP 1490A
00400-14
SECTION 00500 – SAFETY REQUIREMENTS
PART 1 - GENERAL
1.1
SAFETY REQUIREMENTS.
A. "Safety" is the most important factor related to project construction.
B. Contractors and subcontractors shall have an implemented company-wide safety program,
including appropriate project specific training of personnel.
C. The Contractor shall provide on-call personnel and their emergency phone numbers, 24 hours a
day to respond in case of emergencies.
D. All work is to be conducted in accordance with 29 CFR 1910, 1926 and all other applicable local,
state and federal regulations.
E. The Contractor shall submit a site-specific, safety plan. The information below shall be used by
the Contractor as guidance in implementing and administering his own safety program during the
life of this Contract. The requirements stated herein are a minimum:
1. The Contractor shall provide the Owner a copy of its site-specific, safety plan that conforms
to all applicable local, state and federal safety requirements for the type of construction
required by the project prior to the preconstruction meeting.
2. Contractor shall remain solely responsible for safety on the Project, and the Owner shall have
no responsibility for such safety plan.
3. The safety plan/manual shall address all aspects of safety required for the type of project that
includes, but is not limited to, proof of competent personnel training, proof of OSHA training
in project requirements, Haz-Comm, and SDS information.
F. The Contractor shall designate to the Owner, in writing, the name of his/her Contractor Safety
Officer. The Safety Officer will be responsible for all safety precautions prior to the
commencement of the work. The Safety Officer shall provide the Owner an outline of a proposed
accident and fire protection plan for all work contemplated under the Contract and conduct at
least one safety meeting each week for each shift and require the attendance of all supervisors at
such meetings. Minutes of safety meetings shall be kept on file and made available upon request
by the Owner.
G. The Contractor shall acquaint his supervisors and employees with the activity and operations at a
general aviation airport.
H. At the direction of the Owner, dismiss from the project any person operating vehicles or
equipment in an unauthorized area or operating vehicles or equipment in a reckless and
unreasonable manner.
I.
The Contractor shall require all operators to operate equipment in accordance with the
manufacturer’s recommendations.
CIP 1490A
00500-1
J. All vehicular traffic shall operate at safe and posted speed limits, adjusting for prevailing weather
conditions.
K. Contractor shall not allow trash or debris to accumulate in his work, staging, parking or
operations area. Extreme caution will be taken to keep all trash and debris contained. If used,
dumpsters must be covered at all times when not being filled.
L. Contractor shall provide, erect, and maintain all necessary barricades, signs, danger signals, and
lights for the protection of all workers, the general public, Airport/Tenants and infrastructure.
Barricading shall be of the required type as identified below and in the areas shown on the plans.
Obstructions shall be illuminated as required by the Owner.
M. Tall, but relatively low visibility units, such as cranes, drills and the like must have appropriate
obstruction lighting mounted and operational in accordance with FAA Advisory Circular
70/7460-1K.
P. If equipment with a height greater than 25-feet is required during construction, a 7460-1 FAA
Form, Notice of Proposed Construction, will be filed by the Owner. Contractor shall obtain a
copy of the FAA 7460 from the Owner prior to initiating work.
Q. Contractor shall follow OSHA lockout/tagout procedures and as follows:
1. Notify Owner that a lockout or tagout system is going to be utilized and the reasons why.
2. Notifications are to be made to the Owner for electrical lockout/tagout, energy management
center for mechanical lockout/tagout, and building services for plumbing lockout/tagout.
3. Document which of the Contractor's employees are to be authorized to perform
lockout/tagout, and which areas are affected by the lockout/tagout and forward a copy to the
Owner.
R. Any work impairing the sprinkler systems requires a red tag permit and notification to the
insurance company and fire department. Follow all permit required actions and supply Owner
with copy of permit.
S. A “hot work” permit is required for any welding, cutting, brazing, etc. Supply Owner with a
copy of Contractor’s permit or use one provided by MNAA Maintenance Control. Hot work
permits must be closed out with MNAA’s Maintenance Control within 8 hours of permit issuance.
1.2
Construction Activity and Aircraft Movements
A. During the time the Contractor is performing the work under this Contract the terminal apron will
remain in use by aircraft. Aircraft operations, unless otherwise specified in the Contract Specifications, shall always have priority over any and all of the Contractor's operations. The Contractor
shall not allow his employees, subcontractors, material suppliers, or any other persons over whom
he has control to enter or remain upon or allow any plant or materials to be brought or to remain
upon any part of the Airport which, in the opinion of the Owner, would be a hazardous location.
Should the Owner deem the Contractor to be too close to aircraft for safety, he/she may, in his/her
sole discretion, order the Contractor to suspend operations and remove his personnel, equipment,
and/or materials to a safe distance.
CIP 1490A
00500-2
CIP 1490A
00500-3
CIP 1490A
00500-4
SECTION 00550 –SECURITY REQUIREMENTS
SECURITY REQUIREMENTS
PROJECT: CONSTRUCT NEW TRITURATOR, MNAA PROJECT NO. 1406A
PART 1 - GENERAL
1.1
SECURITY REQUIREMENTS
A.
The Contractor shall provide on-call personnel, and their emergency phone numbers, 24 hours a
day to respond in case of security violations.
B.
Contractor agrees to observe all security requirements of Transportation Security
Administration (TSA) 49 CFR 1544, and to take such steps as may be necessary or directed by
the Owner to insure that subcontractor, material suppliers, employees, invitees, and guests
observe these requirements.
C.
If Owner incurs any fines and/or penalties imposed by the Transportation Security
Administration or any expense in enforcing the regulations of Transportation Security
Administration Regulations 1542 and/or the Airport Security Program, as a result of the acts or
omissions of the Contractor, Contractor agrees to pay and/or reimburse all such costs and any
expense. Contractor further agrees to rectify any security deficiency as may be determined as
such by Owner or the Transportation Security Administration. Owner reserves the right to take
whatever action necessary to rectify any security deficiency as may be determined as such by
Owner or the Transportation Security Administration, in the event Contractor fails to remedy
the security deficiency.
D.
Since the area of construction is within the Secured SIDA area, the Contractor is responsible for
anyone entering the SIDA/Secured Area, which is related to his activities in any manner.
E.
If necessary, the Contractor shall conduct monthly onsite security meetings with the Owner and
the Department of Public Safety to discuss security concerns and update construction changes
affecting security.
F.
Anyone found in violation of the airport or TSA rules and regulations may be promptly and
permanently removed from the job site and may be subject to arrest for all punishable state and
federal offenses.
G.
If requested by Owner, Contractor shall furnish the Owner a letter outlining the Contractor’s
project specific security plan. The plan must be approved and a security inspection conducted
prior to the issuances of the Notice to Proceed. A security plan shall be submitted two days prior
to issuance of the Notice to Proceed for review and approval.
CIP 1406A
00550-1
1.2
SECURITY BADGE REQUIREMENTS
A.
All of the work or access to the project site under this contract is within the Secured SIDA area
and requires ramp driving privileges.
B.
The Contractor shall be required to obtain MNAA issued security badges for all personnel, unless escorting situations are approved by Owner, of the contractor and its subcontractors when
working within the Airfield Operations Area (AOA) and/or Secured SIDA areas. Security
badges shall not be issued without the completion of proper background investigations and
SIDA training.
C.
The background investigation shall consist of a Criminal History Records Check (CHRC) by
means of fingerprint submission to the Federal Bureau of Investigation. The CHRC must show
that the individual has not been found guilty of any of the crimes listed in 49 CFR Part
1542.209 in the last ten years. Contractor must certify to the Authority that none of its
employees and agents, including its subcontractors and their employees and agents, shall be
allowed in a secured area on the job site at any time for any purpose unless a satisfactory
background investigation has been completed on such individual or such individual is to be, at
all times, escorted by a person who has the correct security badge with escorting privileges.
H.
Owner requires that the Contractor's personnel have attached to and worn at all times, on an
outer garment, above the waist, an identification badge issued by the MNAA Department of
Public Safety. Absence of this identification card shall be grounds for removing the supervisor
and/or employee from the construction area.
I.
The following charges shall be in effect for issuing identification badges but are subject to
change without notice:
CHRC fingerprinting
Initial Badge Issue - Non-Refundable
Reissue Lost security identification access badge
Reissue stolen security identification access badge
Reissue stolen security identification access badge
(Without police report)
Reimbursement for Found ID Badge
Replacement cost for any issued item not returned
(Includes: badge, key, placard, etc.)
Vehicle Identification sticker
$40.00 per applicant
$25.00
$100.00
$25.00
$100.00
$50.00
$100.00
$24.00 per vehicle per year.
J.
Upon completion of the project and prior to final payment, all security items issued shall be
returned to the MNAA’s Department of Public Safety. A charge of $100 per item shall be
imposed for each security item not returned.
K.
All authorized vehicles, including escorted vehicles, must display the appropriate numbered
color-coded vehicle identification pass as issued by the MNAA's Department of Public Safety
or there designee.
CIP 1406A
00550-2
1.2
SIDA ACCESS REQUIREMENTS.
A.
All Contractor vehicles accessing the construction site shall be issued and properly display an
MNAA numbered vehicle pass, along with visual company identification (decal or sign)
attached to both sides of vehicle.
B.
All Contractor personnel accessing the construction site (designated closed area) are required to
have either an MNAA numbered photo ID badge or be within visual and physical control of
personnel with a photo ID badge with escorting privileges. Contractor must have sufficient
personnel with photo ID badges to maintain physical control of all personnel without photo ID
badges. A current badge list must be maintained by the Contractor for all employees and
subcontractor employees working on the project. This list shall be updated and submitted with
each pay application package.
C.
The Contractor shall designate to the Owner in writing the name of his "Contractor Security
Officer" (C.S.O.). The C.S.O. shall represent the Contractor on the security requirements of the
Contract Documents. The C.S.O. shall be responsible for briefing all Contractor personnel on
these requirements. All new Contractor employees shall be briefed on these requirements prior
to working in the construction area
D.
The Contractor through the C.S.O. shall establish and maintain a list of Contractor and
subcontractor vehicles authorized to operate on the site. Vehicles delivering materials to the
construction site shall be escorted at all times. The C.S.O. will require each vehicle to display a
large company sign on both sides of vehicle and furnish the Airport with a list of these vehicles.
E.
If Owner has approved escorting, limit of number of escorted individuals in the construction site
is as follows:
1.
2.
1.3
Secured SIDA Ramp (Terminal Ramp) – 1 escort per 10 individuals
Concourses - 1 escort per 5 individuals
AIRPORT BREACH OF RULES POLICY FOR CONSTRUCTION ACTIVITIES
A.
If it is determined that a security violation has occurred due to fault by a Contractor, affiliated
subcontractor and/or their employees, which requires issuance of a Breach of Rules (BOR), the
following actions will occur:
1. Potential responsible person(s) will be identified and the Contractor project manager/superintendent will be verbally notified and requested to proceed to the area of concern.
2. The entity retaining the services of the Contractor and the Owner will be verbally notified
and requested to proceed to the area of concern.
3. The Transportation Security Administration (TSA) and/or the MNAA Department of Public
Safety (DPS) will remain at the area of concern (whenever possible) until Contractor and
Owner can respond.
4. Facts, concerns and immediate corrective measures will be discussed by all parties.
CIP 1406A
00550-3
5. A BOR will be issued by DPS to the responsible person(s). A copy of the BOR will be provided to the entity retaining the services of the Contractor, and Owner representatives.
6. The responsible person(s) will be escorted from the premises after issuance of the BOR.
The identification badge from the responsible person(s) will be confiscated and held by
DPS.
7. Within one business day from the issuance of the BOR, the responsible person(s) and the
entity retaining the services of the Contractor shall prepare and submit, to Owner, a written
response including the proposed corrective measures to be implemented.
8. Based on the potential severity of the security violation and written responses received,
Owner will determine if, when, and under what conditions, the responsible person(s) will
be allowed to return to the project and/or area of concern.
9. Contractors and entities retaining the services of the Contractors will be responsible for reimbursing Owner for any costs incurred resulting from the security violation.
CIP 1406A
00550-4
00600 SMWBE PARTICIPATION
SECTION 00600 – SMALL MINORITY WOMAN-OWNED BUSINESS ENTERPRISE (SMWBE)
PARTICIPATION
PART 1 - GENERAL
The following Bid conditions apply to this Metropolitan Nashville Airport Authority (MNAA)-assisted
Contract. Submission of a Bid by a prospective Contractor shall constitute full acceptance of these Bid
conditions.
1.1
PROGRAM INTENT. It is the MNAA’s objective to promote, encourage, and stimulate participation of local, small, minority and women-owned business enterprises (SMWBE) within its organization and the economic community served by it by providing maximum opportunities to participate in contracts, programs and all related business activities of the MNAA. MNAA will apply the
local small minority woman-owned business participation levels where expenditures and purchases
are made with non-federal funding, and to all contracts, leases, management agreements, consultants, prime contractors, subcontractors, respondents, bidders, or proposers involved in the performance of a commercially useful task for MNAA.
1.2
DEFINITIONS. A SMWBE is defined as a business that has been certified as a SMWBE by the
MNAA Office of Business Diversity Development, that is located in Bedford, Cannon, Cheatham,
Davidson, Dickson, Hickman, Mason, Maury, Montgomery, Robertson, Rutherford, Smith,
Sumner, Trousdale, Williamson or Wilson County, and that fulfills one or more of the following:
A. A small business enterprise complying with the standards of the Small Business Administration, as set forth in 13 CFR Part 121.
B. A minority business enterprise is a sole proprietorship, corporation, partnership, joint venture,
or other business or professional entity in which at least 51% of the assets of the business is
owned, managed, and controlled by one or more minority persons. The standards of the Small
Business Administration, as set forth in 13 CFR Part 121, shall apply
C. A woman-owned business enterprise is a sole proprietorship, corporation, partnership, joint
venture, or other business or professional entity in which at least 51% of the assets of the business is owned, managed, and controlled by one or more women. The standards of the Small
Business Administration, as set forth in 13 CFR Part 121, shall apply.
1.3
COMPLIANCE. All Bidders, potential contractors, or subcontractors for this Contract are hereby
notified that failure to carry out the policy and the SMWBE obligations, as set forth, shall constitute
a breach of Contract which may result in termination of the Contract or such other remedy as
deemed appropriate by MNAA.
1.4
SUBCONTRACT CLAUSES.
A. All Bidders/proposers and potential contractors will include the following clauses in all Subcontracts which offer further subcontracting opportunities:
B. Small Minority Woman-Owned Business Enterprises will be afforded full opportunity to submit Bids/proposals in response to this invitation and will not be discriminated against on the
grounds of race, color, national origin, age, sex, or handicap, in consideration for an award of
any Contract entered into, pursuant to this advertisement.
CIP 1406A
00600-1
1.5
CONTRACT AWARD. The owner proposes to award the contract to the lowest responsive and
responsible bidder submitting a reasonable bid provided he has met the levels or has made an acceptable good faith effort to meet the established levels for SMWBE participation. Bidder is advised that the owner reserves the right to reject any or all bids submitted.
1.6
SMWBE PARTICIPATION LEVEL. The attainment of the level established for this Contract
is to be measured as a percentage of the total dollar value of the Contract. The SMWBE level established for this Contract is as follows: 1) Base Bid: 7.18% SMWBE, 2) Alternate 1: 10.81%
SMWBE, and 3) Alternate 2: 8.34% SMWBE.
1.7
CALCULATION OF PARTICIPATION LEVEL. The Authority uses the following to determine whether or not a bidder or contractor has met the established SMWBE participation level:
A. When a SMWBE participates in a contract, the Authority counts only the value of the work
actually performed by the SMWBE toward SMWBE goals, and only if the SMWBE is
performing a commercially useful function on that contract. A SMWBE performs a
commercially useful function when it is responsible for execution of the work of the contract
and is carrying out its responsibilities by actually performing, managing, and supervising the
work involved. The SMWBE must also be responsible, with respect to materials and supplies
used on the contract, for negotiating price, determining quality and quantity, ordering the
material, and installing (where applicable) and paying for the material itself. To determine
whether a SMWBE is performing a commercially useful function, the Authority must evaluate
the amount of work subcontracted, industry practices, whether the amount the firm is to be paid
under the contract is commensurate with the work it is actually performing and the SMWBE
credit claimed for its performance of the work, and other relevant factors. If a SMWBE does
not perform or exercise responsibility for at least 30 percent of the total cost of its contract with
its own work force, or the SMWBE subcontracts a greater portion of the work of a contract than
would be expected on the basis of normal industry practice for the type of work involved, the
Authority will presume that it is not performing a commercially useful function.
B. The Authority counts the entire amount of that portion of a the contract that is performed by the
SMWBE's own forces. Include the cost of supplies and materials obtained by the SMWBE for
the work of the contract, including supplies purchased or equipment leased by the SMWBE
(except supplies and equipment the SMWBE subcontractor purchases or leases from the prime
contractor or its affiliate).
C. The Authority counts the entire amount of fees or commissions charged by a SMWBE firm for
providing a bona fide service, such as professional, technical, consultant, or managerial services, or for providing bonds or insurance specifically required for the performance of a DOTassisted contract, toward SMWBE goals, provided the Authority determines the fee to be reasonable and not excessive as compared with fees customarily allowed for similar services.
D. When a SMWBE subcontracts part of the work of its contract to another firm, the value of the
subcontracted work may be counted toward SMWBE goals only if the SMWBE's subcontractor
is itself a SMWBE. Work that a SMWBE subcontracts to a non-SMWBE firm does not count
toward SMWBE goals.
E. When a SMWBE performs as a participant in a joint venture, the Authority counts a portion of
the total dollar value of the contract equal to the distinct, clearly defined portion of the work of
the contract that the SMWBE performs with its own forces toward SMWBE goals.
CIP 1406A
00600-2
F. The Authority counts expenditures with SMWBEs for materials or supplies toward SMWBE
goals as follows:
G. If the materials or supplies are obtained from a SMWBE manufacturer, count 100 percent of the
cost of the materials or supplies toward SMWBE goals.
H. If the materials or supplies are purchased from a SMWBE regular dealer, count 60 percent of
the cost of the materials or supplies toward SMWBE goals.
1.8
AVAILABLE SMWBEs. MNAA has a SMWBE Program that has been approved by its Board of
Commissioners. This program maintains a list of certified SMWBEs, which can be found on the
Authority’s website at www.flynashville.com/business/minority.aspx or by contacting Business Diversity Development at (615)275-1468. Proposers are encouraged to inspect this list to assist in locating SMWBEs for the work. Other SMWBEs may be added to the list in accordance with
MNAA’s approved SMWBE Program. Credit toward the SMWBE participation will not be counted unless the SMWBE to be used is certified by MNAA.
1.9
CONTRACTOR'S REQUIRED SUBMISSION. MNAA requires the submission of a completed
SMWBE Subcontractor List, attached as Exhibit D. Certain other SMWBE information may also
be required.
1.10 GOOD FAITH EFFORT STATEMENT. If the Bidder fails to meet the Contract levels established in paragraph 6 above, bidder should submit information of the types below to assist MNAA
in determining whether or not the Bidder made an acceptable good faith effort to meet the Contract
levels.
A. Whether the Bidder attended any pre-solicitation or pre-Bid meetings that were scheduled by
the Authority to inform SMWBEs of contracting and subcontracting opportunities;
B. Whether the Bidder advertised in general circulation, trade association, and minority-focus
media concerning the subcontracting opportunities;
C. Whether the Bidder provided written notice to a reasonable number of specific SMWBE's that
their interest in the Contract was being solicited, in sufficient time to allow the SMWBEs to
participate effectively;
D. Whether the Bidder followed up initial solicitations of interest by contacting SMWBEs to
determine with certainty whether the SMWBEs were interested;
E. Whether the Bidder selected portions of work to be performed by SMWBEs in order to increase
the likelihood of meeting the SMWBE levels (including, where appropriate, breaking down
contracts into economically feasible units to facilitate SMWBE participation);
F. Whether the Bidder provided interested SMWBEs with adequate information about the plans,
specifications and requirements of the Contract;
G. Whether the Bidder negotiated in good faith with interested SMWBEs, not rejecting SMWBEs
as unqualified without sound reasons based on a thorough investigation of their capabilities;
H. Whether the Bidder made efforts to assist interested SMWBEs in obtaining bonding, lines of
credit, or insurance required by the recipient or Contractor, and
CIP 1406A
00600-3
I. Whether the Bidder effectively used the services of available minority community
organizations; minority contractors’ groups; local and state and Federal Minority Business
Assistance Offices; and other organizations that provide assistance in the recruitment and
placement of SMWBEs.
Note: the nine (9) items set forth are merely suggested criteria and MNAA may specify that you
submit information on certain other actions a Bidder took to secure SMWBE participation in an effort to meet the levels. A Bidder may also submit to MNAA other information on efforts it made to
meet the levels.
1.11 SUBSTITUTION. The Bidder shall make a good faith effort to replace a SMWBE Subcontractor
that is unable to perform successfully with another SMWBE Subcontractor. Substitution must be
coordinated and approved by MNAA.
1.12 DOCUMENTATION. The Bidder shall establish and maintain records and submit regular reports,
as required, which will identify and assess progress in achieving SMWBE subcontract levels and
other SMWBE affirmative action efforts.
1.13 PENALTY FOR NONCOMPLIANCE. It would be difficult to estimate the actual damages incurred by MNAA where Contractor willfully fails to achieve the agreed upon SMWBE participation goal set forth in the Contract. Accordingly, as liquidated damages, and in addition to other
remedies as may be available to MNAA under this Contract at law or in equity, MNAA may, in its
sole discretion, deduct from the final payment due Contractor the difference, calculated in dollars,
between the agreed upon SMWBE participation goal and the actual SMWBE participation achieved
by Contractor. In the event Contractor is able to demonstrate and document good faith efforts
showing that its failure to achieve the agreed upon SMWBE participation goal was in good faith,
and MNAA concurs with Contractor, then Contractor shall not be liable to MNAA for liquidated
damages arising out of Contractor's failure to achieve the agreed upon SMWBE participation goal
set forth in this Contract.
CIP 1406A
00600-4
SECTION 00700 – INSURANCE AND INDEMNIFICATION
PART 1 - GENERAL
1.1
INSURANCE REQUIREMENTS
A. Commercial General Liability Insurance:
1. The Respondent shall obtain and maintain continuously in effect at all times during the
term of this Contract, at its sole cost and expense, commercial general liability insurance
coverage (the “CGL Coverage”), with coverage limits of not less than $1,000,000 per
occurrence and $1,000,000 in aggregate, that insures against claims, damages, losses and
liabilities arising from bodily injury, death and/or property damage. The aggregate
deductible amount under the insurance policy or policies providing the CGL Coverage shall
not exceed $250,000 per occurrence. Each insurance policy providing the CGL Coverage
shall name the Authority and its commissioners, officers and employees as additional
insureds thereunder and shall provide that such insurance policy will be considered primary
insurance as to any other valid and collectible insurance or self-insured retention the
Authority may possess or retain. Any insurance coverage maintained by the Authority
shall be considered excess insurance only.
2. Each insurance company issuing an insurance policy providing the CGL Coverage shall be
(i) admitted to do business in the State of Tennessee and rated not less than the Minimum
Rating (as defined herein) or (ii) otherwise approved by the Chief Financial Officer of the
Authority. Such approval may be denied or withheld based upon an insurance company’s
rating by the Rating Service (as defined herein) or other indications of financial
inadequacy, as determined in the sole discretion of the Chief Financial Officer of the
Authority.
B. Automobile Liability Insurance:
term of this Contract, at its sole cost and expense, automobile liability insurance coverage
(the “Auto Coverage”), with a coverage limit of not less than $1,000,000 per occurrence,
that insures against claims, damages, losses and liabilities arising from automobile related
bodily injury, death and/or property damage. The aggregate deductible amount under the
insurance policy or policies providing the Auto Coverage shall not exceed $250,000 per
occurrence. Each insurance policy providing the Auto Coverage shall name the
Authority and its commissioners, officers and employees as additional insureds
thereunder and shall provide that such insurance policy will be considered primary
insurance as to any other valid and collectible insurance or self-insured retention the
Authority may possess or retain. Any insurance coverage maintained by the Authority
shall be considered excess insurance only.
2. Each insurance company issuing an insurance policy providing the Auto Coverage shall
be (i) admitted to do business in the State of Tennessee and rated not less than the
Minimum Rating (as defined herein) or (ii) otherwise approved by the Chief Financial
CIP 1406A
00700-1
Officer of the Authority. Such approval may be denied or withheld based upon an
insurance company’s rating by the Rating Service (as defined herein) or other indications
of financial inadequacy, as determined in the sole discretion of the Chief Financial
Officer of the Authority.
C. Workers’ Compensation Insurance:
term of this Contract, at its sole cost and expense, workers’ compensation insurance
coverage (the “WC Coverage”) in accordance with statutory requirements and providing
employer’s liability coverage with limits of not less than $100,000 for bodily injury by
accident, $100,000 for bodily injury by disease, and $500,000 policy limit for disease.
2. Each insurance company issuing an insurance policy providing the WC Coverage shall be
(i) admitted to do business in the State of Tennessee and rated not less than the Minimum
Rating (as defined herein) or (ii) otherwise approved by the Chief Financial Officer of the
Authority. Such approval may be denied or withheld based upon an insurance company’s
rating by the Rating Service (as defined herein) or other indications of financial
inadequacy, as determined in the sole discretion of the Chief Financial Officer of the
Authority.
D. General Insurance Requirements:
1. For purposes of this Contract, the CGL Coverage, the Auto Coverage, and the WC
Coverage are collectively referred to as the “Insurance Coverages”. The Respondent
agrees that each insurance policy providing any of the Insurance Coverages (i) shall not
be altered, modified, cancelled or replaced without thirty (30) days prior written notice
from the Respondent to the Authority, (ii) shall provide for a waiver of subrogation by
the issuing insurance company as to claims against the Authority and its commissioners,
officers and employees, (iii) shall provide that any “other insurance” clause in such
insurance policy shall exclude any policies of insurance maintained by the Authority and
that such insurance policy shall not be brought into contribution with any insurance
maintained by the Authority, and (iv) shall have a term of not less than one year.
2. The Authority shall have the right to change the terms of the Insurance Coverages if such
changes are recommended or imposed by the Authority’s insurers, so long as the
Authority agrees to reimburse the Respondent for any increases in insurance premium
costs resulting solely from any such change. The Respondent shall provide, prior to the
commencement of the Respondent’s performance under this Contract, one or more
certificates of insurance which shall indicate that the Respondent maintains the Insurance
Coverages and that the insurance policy or policies referenced or described in each such
certificate of insurance comply with the requirements of this Contract. Each such
certificate of insurance shall provide that the insurance company issuing the insurance
policy or policies referenced or described therein shall give to the Authority written
notice of the cancellation or non-renewal of each such insurance policy not less than
thirty (30) days prior to the effective date of such cancellation or the expiration date of
such insurance policy, as applicable. Upon receipt of a written request from the
Authority, the Respondent also agrees to provide to the Authority duplicate originals of
any or all of the insurance policies providing the Insurance Coverages. The certificate(s)
of insurance provided by the Respondent to evidence the WC Coverage shall specifically
CIP 1406A
00700-2
certify that the insurance policy or policies which provide the WC Coverage cover the
Respondent’s activities in the State of Tennessee.
3. If the Respondent shall at any time fail to obtain or maintain any of the Insurance
Coverages, the Authority may take, but shall not be obligated to take, all actions
necessary to effect or maintain such Insurance Coverages, and all monies expended by it
for that purpose shall be reimbursed to the Authority by the Respondent upon demand
therefore or set-off by the Authority against funds of the Respondent held by the
Authority or funds due to the Respondent. The Respondent hereby grants, approves of
and consents to such right of set-off for the Authority. If any of the Insurance Coverages
cannot be obtained for any reason, the Authority may require the Respondent to cease
any and all work under this Contract until all Insurance Coverage are obtained. If any of
the Insurance Coverages are not obtained within a period of time to be determined solely
by the Authority, the Authority may terminate this Contract.
4. It is expressly understood and agreed that the minimum limits set forth in the Insurance
Coverages shall not limit the liability of the Respondent for its acts or omissions as
provided in this Contract.
5. The term “Rating Service” shall mean A.M. Best Company, or, if A.M. Best Company
no longer exists or discontinues its rating of insurance companies, such alternative rating
service for insurance companies as determined in the sole discretion of the Chief
Financial Officer of the Authority. The term “Minimum Rating” shall mean a rating (if
A.M. Best Company is the Rating Service) of A- (Financial Size: X) based upon the
criteria for financial strength and financial size ratings utilized by A.M. Best Company on
the date of this Contract, or such equivalent rating (if A.M. Best Company is not the
Rating Service or if A.M. Best Company subsequently revises its criteria for financial
strength and financial size ratings) as determined in the sole discretion of the Chief
Financial Officer of the Authority.
1.2
INDEMNIFICATION
A. Indemnified Parties.
For purposes of this Contract, the term “Indemnified Parties” shall mean the Authority and its
commissioners, officers, employees, agents, servants, representatives, contractors,
subcontractors, affiliates, subsidiaries, successors and assigns.
B. Indemnification.
1. Negligent or Intentional Act or Omission: The Respondent agrees to indemnify and hold
each of the Indemnified Parties harmless from and against any and all suits, losses, costs,
claims, damages, demands, penalties, fines, settlements, liabilities and expenses (including, without limitation, reasonable attorneys' fees, court costs and litigation/arbitration
expenses) claimed or incurred by reason of any damages, including, but not limited to,
bodily injury, death and/or property damage to the extent caused by or arising from any
act or omission of the Respondent or any of the Respondent's officers, contractors, subcontractors, agents, representatives or employees in the performance of professional services under this agreement.
2. Ownership or Use of the Construction Documents: The Respondent agrees to indemnify
CIP 1406A
00700-3
and hold each of the Indemnified Parties harmless from and against any and all suits,
losses, costs, claims, damages, demands, penalties, fines, settlements, liabilities and expenses (including, without limitation, reasonable attorneys’ fees, court costs and litigation
expenses) arising from the ownership or use of the Construction Documents, including,
without limitation, claims of infringement of property rights by a third party.
3. Hazardous Materials and Environmental Laws: The Respondent agrees to indemnify and
hold each of the Indemnified Parties harmless from and against any and all suits, losses,
costs, claims, damages, demands, penalties, fines, settlements, liabilities and expenses
(including, without limitation, reasonable attorneys’ fees, court costs and litigation expenses) arising from any negligent or intentional act or omission of the Respondent or
any of the Respondent’s officers, contractors, subcontractors, agents, representatives or
employees with respect to (i) any investigation, monitoring, clean-up, containment, removal, storage or restoration work performed by the Authority or a third party with respect to the use or placement of Hazardous Materials (of whatever kind or nature, known
or unknown) on the Airport premises or any other areas; (ii) any actual, threatened or alleged contamination by Hazardous Materials on the Airport premises or other areas; (iii)
the disposal, release or threatened release of Hazardous Materials on the Airport premises
or other areas that is on, from or affects the soil, air, water, vegetation, buildings, personal property, persons or otherwise; (iv) any bodily injury, death or property damage with
respect to the use or placement of Hazardous Materials on the Airport premises or other
areas; or (v) any violation of any applicable Environmental Laws.
CIP 1406A
00700-4
SAMPLE INSURANCE CERTIFICATE
CIP 1406A
00700-5
CIP 1406A
00700-6
01100 - SUMMARY
SECTION 01100 - SUMMARY
PART 1 - GENERAL
1.1
SUMMARY OF WORK
A.
Project: Construct New Triturator
B.
Project Location: Nashville International Airport
C.
The Work consists of install a new concrete floor the steel frame canopy to the existing
Triturator building. A new above grade grinder will be installed and tied into the sanitary sewer
stub out from the first phase. The AOA fence will also be relocated as part of this project.
D.
Owner-Furnished Items: The following products will be furnished by Owner and shall be
installed by Contractor as part of the Work:
1.
E.
1.2
Muffin Monster Model 3000 grinder and electronic controls. Contractor shall pick up at
the owners Consolidated Service Facility building located at 815 Hangar Lane and
deliver and install at the site.
Work Under Other Contracts: None
SCHEDULING OF WORK.
A.
Prior to the commencement of any work, the Contractor shall schedule a preconstruction
meeting with the Owner to assure that the scheduling of construction activities in conjunction
with airport operations is fully understood.
B.
The Contractor shall not commence work in any area until:
1.
The proposed work has been previously coordinated with the Assistant VP PDC and/or
his/her designee;
2.
The Contractor has provided the Owner a construction schedule in accordance with
Section 01150.
3.
The Contractor has submitted a project-specific safety plan and security plan (if required)
to the Owner that addresses all aspects and activities required by the project scope.
4.
The Contractor has received the Owner’s authorization to do so and;
5.
Any and all required security and safety measures, signage and temporary markings are
in place.
1.3
CONTRACTOR’S ACCESS TO AIRPORT
A.
Contractor’s access to the construction site shall be through Gate 5C and into the restricted area.
See section 00550 for security requirements.
B.
No personal vehicles are permitted in the AOA.
CIP 1406A
01100-1
01100 - SUMMARY
1.4
WORK RESTRICTIONS
A.
Contractor's Use of Premises: During construction, Contractor will have full use of building
indicated. Contractor's use of premises is limited only by Owner's right to perform work or
employ other contractors on portions of Project.
B.
Immediately cease and remove his operations from any operations or work area at any time he
is instructed to do so by the Owner. The Contractor will not allow his operations to return to the
area until he has received permission to do so by the Owner.
C.
Employee parking will only be permitted in the area designated for the Contractor’s staging and
storage area, as identified on the plans.
D.
Contractor shall comply with all applicable local, state and federal laws concering the work
undertaken. These include, but are not limited to, environmental regulations, work rules, job
site safety, etc.
E.
The Contractor is advised that the Owner encourages all contractors to develop a sustainability
program for salvageable items and any qualified products and materials to be used in the
construction of this project.
1.4
ORDER OF WORK
A.
1.5
OTHER WORK TO CONTRACTORS
A.
1.6
The Contractor shall have sufficient equipment, materials, and labor to progress with the work
as provided herein and shall not remove any equipment from Airport premises without the
knowledge and consent of the Owner. The Contractor must closely coordinate the work with
the Owner and with other contractors who may be working on Airport premises. All problems
encountered or contemplated in this respect are to be immediately brought to the attention of the
Owner.
SUBCONTRACTING OR ASSIGNMENTS
A
1.7
The initial order of work shall be periodically revised by the Contractor so as to remain
accurate. Both the initial order of work and any revisions must be approved by the Owner prior
to the day that the work is to begin.
The Contractor shall not sublet, sell, transfer, assign, or otherwise dispose of the Contract or
Contracts or any portion thereof, or of his right, title, or interest therein, without Owner’s
written approval. No subcontracts, or transfer of contract, shall release the Contractor of his
liability under Contracts and Bonds. Further, Owner at all times retains the right to approve all
subcontractors utilized in the performance of the work.
CUTTING AND PATCHING
CIP 1406A
01100-2
01100 - SUMMARY
A.
Do not cut structural members or operational elements without prior written approval of the
Owner.
B.
Where existing and/or temporary services/systems are required to be removed, relocated, or
abandoned, bypass such services/systems before cutting to minimize interruption to occupied
areas.
C.
Patch with durable seams that are as invisible as possible. Provide materials and comply with
installation requirements specified in other Sections.
1.5
SECTION REQUIREMENTS
A.
Use water and electric power from Owner's existing system without metering and without
payment of use charges
B.
Electrical Service: Shall comply with the latest adopted edition of the NEC per NFPA 70,
Metropolitan Nashville Code Amendments and Nashville Electric Service regulations for
temporary electric service.
PART 2 - PRODUCTS
2.1
EQUIPMENT
A.
Heating Equipment: Unless Owner authorizes use of permanent heating system, provide
vented, self-contained heaters with thermostatic control.
1.
2.
Use of fuel burning (gasoline, kerosene) space heaters, open-flame heaters of any type, or
salamander-type heating units is prohibited.
Heating Units: Only those unit which are “Listed and Labeled”, by a testing agency
acceptable to authorities having jurisdiction, and marked for intended use within an
occupied space.
PART 3 - EXECUTION
3.1
TEMPORARY UTILITIES
A.
General: Arrange with utility company, Owner, and existing users for a scheduled time when
service can be interrupted, if necessary, to make connections for temporary services.
B.
Sanitary Facilities: Use of Owner's existing toilet facilities may be permitted, provided workers
are dressed appropriately for interaction with passengers, general public and tenants. Where
cleaning and maintaining these facilities do not place an undue burden on Owner. Issues and/or
incidents resulting in unexpected remediation on behalf of Owner shall result in associated cost
being assessed to Contractor.
C.
Heating and Cooling: Provide temporary heating and/or cooling for the protection of newly
installed and/or existing internal building systems that may become damaged or cause damage
CIP 1406A
01100-3
01100 - SUMMARY
due to an extreme change in temperature conditions, where high humidity levels could
adversely affect substrates and/or finishes.
D.
3.2
Provide temporary lighting with local switching that provides adequate illumination to safely
conduct construction operations, observations, inspections, and traffic control.
TEMPORARY SUPPORT FACILITIES
A.
3.3
Provide waste-collection and/or recycling containers in sizes adequate to handle said materials
from construction operations. Any/all such containers shall be covered at all times. Collect
waste daily and, when containers are full, legally dispose of waste off-site. Comply with
requirements of authorities having jurisdiction.
TEMPORARY SECURITY AND PROTECTION FACILITIES
A.
Provide any/all temporary environmental protection measures as may be required to safely
conduct operation and construction, by utilizing, methods that comply with environmental
regulations and that minimize possible air, waterway, and subsoil contamination, pollution,
damage to adjacent properties or other undesirable effects.
B.
Provide adequate measures to prevent soil erosion, discharge of soil-bearing, water run-off and
airborne dust to adjacent properties and walkways according to the requirements of authorities
having jurisdiction.
3.4
TERMINATION AND REMOVAL
A.
Temporary Utilities: After inspections and approvals of any/all installed utilities, Contractor
will coordinate with all responsible parties from Owner and Utility Companies for an
appropriately scheduled cut-over from temporary service to permanent service. After which the
contractor will promptly remove all aspects of the temporary utility service and properly restore
areas to previously existing conditions unless directed otherwise by Owner.
B.
Remove temporary facilities as reasonably feasible following notification of Substantial
Completion. Personnel remaining after Substantial Completion will be permitted to use
permanent facilities, under conditions acceptable to Owner able)
CIP 1406A
01100-4
SECTION 01150 - CONTROL OF WORK
PART 1 – GENERAL
1.1
OWNER’S DESIGNEE.
MNAA Vice President and Chief Engineer or such qualified person as he/she may designate to
act in said capacity of the Owner to be responsible for architectural/engineering supervision of the
Work. The Owner shall have the authority to stop any work on the project in order to insure the
proper execution of such work in accordance with the contract. The Owner shall also have the
authority to reject any and all work or materials which do not conform to the contract
requirements and to direct the application of labor and materials to any part of the project which
in the engineer's sole judgment is necessary or required. Neither the Vice President and Chief
Engineer nor such qualified person as he/she may designate to act in said capacity shall be liable
to the Contractor for failure to make any inspection permitted by the contract, and it shall be the
duty of the Contractor to carry out the project in conformance with the contract in the absence of
any such inspectors. The Owner shall be the interpreter of the plans and specifications and will be
the judge of the Contractor's performance under the Contract, will determine the rights of other
contractors or subcontractors, and shall decide any other questions which may arise during the
course of the Project.
1.2
AUTHORITY OF THE OWNER.
The Owner shall answer any and all questions which may arise as to the quality and acceptability
of materials furnished, work performed, and as to the manner of performance and rate of progress
of the work. The Owner shall answer all questions that may arise as to the interpretation of the
specifications or plans relating to the Work. The Owner shall determine the amount and quality of
the several kinds of work performed and materials furnished which are to be paid for under the
Contract.
1.3 PROJECT MANAGEMENT AND SUPERINTENDENT.
A. The Contractor shall employ and designate a qualified and competent project manager and
necessary assistants to be responsible for oversight of all aspects of the project through
project closeout. The Contractor shall not change such designation without consent of Owner
and Owner’s consent shall not be unreasonably withheld. The Owner, at any time, may
request a different Project Manager if unsatisfied for any reason with the manner in which the
overall project is being managed.
B. The Contractor shall employ and designate a competent superintendent and necessary
assistants who shall be in attendance at the Project site during performance of the Work
through final inspection. Contractor shall not change such designation without consent of
Owner; and, Owner’s consent shall not be unreasonably withheld. The superintendent shall
represent the Contractor, and communications given to the superintendent shall be as binding
as if given to the Contractor.
CIP 1406A
01150-1
1.4
CONFORMITY WITH PLANS AND SPECIFICATIONS.
C. All work and all materials furnished shall be in reasonably close conformity with the lines,
grades, grading sections, cross sections, dimensions, material requirements, and testing
requirements that are specified (including specified tolerances) in the Contract, plans or
specifications.
D. If the Owner, finds the materials furnished, work performed, or the finished product not
within reasonably close conformity with the plans and specifications but that the portion of
the work affected will, in his/her opinion, result in a finished product having a level of safety,
economy, durability, and workmanship the affected work may be accepted and allowed to
remain in place. In this event, the Owner will document his/her determination of a basis of
acceptance that will provide for an adjustment in the Contract Price for the affected portion of
the work. The Owner’s determination and recommended Contract Price adjustments will be
based on good architectural or engineering judgment and such tests or retests of the affected
work as are, in his/her opinion, needed. Changes in the Contract Price shall be covered by
contract modifications, as applicable.
E. If the Owner finds the materials furnished, work performed, or the finished product are not in
reasonably close conformity with the plans and specifications and have resulted in an
unacceptable finished product, the affected work or materials shall be removed and replaced
or otherwise corrected by and at the expense of the Contractor in accordance with the
Owner’s written orders.
F. For the purpose of this subsection, the term “reasonably close conformity” shall not be
construed as waiving the Contractor’s responsibility to complete the work in accordance with
the Contract, plans, and specifications. The term shall not be construed as waiving the
Owner’s responsibility to insist on strict compliance with the requirements of the Contract,
plans, and specifications during the Contractor’s prosecution of the Work, when, in the
Owner’s opinion, such compliance is essential to provide an acceptable finished portion of
the Work.
G. For the purpose of this subsection, the term “reasonably close conformity” is also intended to
provide the Owner with the authority, to use good architectural/engineering judgment in
his/her determinations as to acceptance of work that is not in strict conformity but will
provide a finished product equal to or better than that intended by the requirements of the
Contract Documents
H. The Owner will not be responsible for the Contractor’s means, methods, techniques,
sequences, or procedures of construction or the safety precautions incident thereto.
1.5
COORDINATION OF WORK. Contractor shall have sufficient equipment, materials and labor to
progress with the Project as provided herein and shall not remove any equipment from the
premises of the Airport without the knowledge and consent of the Owner. Contractor must
closely coordinate Work on the Project with the Owner and with other contractors who may be
working on the Airport premises. Contractor shall immediately notify the Owner of any problems
encountered or anticipated with respect to the activities of other contractors on the Airport
premises.
CIP 1406A
01150-2
1.6
PROGRESS SCHEDULE
A. The Progress Schedule shall relate to the entire Project or as may be required by the Contract.
The Progress Schedule will be in the form required by the Contract Documents. Before
beginning work under the Contract, Contractor shall provide the Progress Schedule to the
Owner and it will be a Contract Document. The Owner may require Contractor to provide a
revised or updated Progress Schedule during the course of the Project.
B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of
Substantial Completion.
C. Contract completion date shall not be changed by submission of a schedule that shows an early
completion date, unless specifically authorized by Change Order.
D. Updating: At BI-WEEKLY intervals, update schedule to reflect actual construction progress
and activities. Issue schedule one week before each regularly scheduled progress meeting.
E. As the Work progresses, indicate Actual Completion percentage for each activity.
F. Revise the schedule after each meeting or activity where revisions have been made. As Work
progresses, mark each bar to indicate actual completion. Distribute updated copies to same
parties.
1.7
COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS.
A. The Contract, Plans, Specifications, and all referenced standards cited are essential parts of
the Contract requirements. A requirement occurring in one is as binding as though occurring
in all. They are intended to be complementary and to describe and provide for complete work.
In case of discrepancy, calculated dimensions will govern over scaled dimensions; technical
specifications shall govern over general provisions, plans, cited standards for materials or
testing; and contract general provisions shall govern over plans, cited standards for materials
or testing, and If any paragraphs contained in the Special Provisions conflict with General
Provisions or Technical Specifications, the Special Provisions shall govern.
B. From time to time, discrepancies within cited standards for testing occur due to the timing of
changing, editing, and replacing of standards. In the event the Contractor discovers any
apparent discrepancy within standard test methods, he shall immediately call upon the Owner
for his/her interpretation and decision, and such decision shall be final.
C. The Contractor shall not take advantage of any apparent error or omission on the plans or
specifications. In the event the Contractor discovers any apparent error or discrepancy, he/she
shall immediately call upon the Owner for his/her interpretation and decision, and such
decision shall be final. Any work done by the Contractor after such discovery, and before
verification, correction, approval or authorization by the Owner, shall be done at the
Contractor’s risk.
1.8
COOPERATION OF CONTRACTOR.
A. The Contractor will be supplied with 1 full size and 1 half size paper copy and an electronic copy
of the Plans and Specifications. He/she shall have available, at all times, one copy each of the
Plans and Specifications. Additional copies of Plans and Specifications may be obtained by the
Contractor for the cost of reproduction.
CIP 1406A
01150-3
B. The Contractor shall give constant attention to the Work to facilitate the progress thereof, and
he/she shall cooperate with the Owner and his/her Inspectors and with other contractors in every
way possible. The Contractor shall have a competent Superintendent on the Work at all times
who is fully authorized as his/her agent on the work. The Superintendent shall be experienced in
the type and manner of the construction required to be performed and shall be capable of reading
and thoroughly understanding the Plans and Specifications and shall receive and fulfill
instructions from the Owner or his/her authorized representative. If, in the opinion of Owner, the
Contractor’s Superintendent is not supervising the project appropriately, Owner may request,
after appropriate documentation, and the Contractor shall comply with Owner’s request to
remove the Superintendent from the project and replace the Superintendent.
1.9
COOPERATION BETWEEN CONTRACTORS.
A. The Owner reserves the right to contract for and perform other or additional work on or near the
Work covered by this Contract.
B. When separate contracts are let within the limits of any one project, each Contractor shall conduct
his/her work so as not to interfere with or hinder the progress of completion of the work being
performed by other Contractors. Contractors working on the same project shall cooperate with
each other as directed.
C. Each Contractor involved shall assume all liability, financial or otherwise, in connection with
his/her contract and shall protect and save harmless the Owner from any and all damages or
claims that may arise because of inconvenience, delays, or loss experienced by him because of
the presence and operations of other Contractors working within the limits of the same project.
D. The Contractor shall arrange his/her work and shall place and dispose of the materials being used
so as not to interfere with the operations of the other Contractors within the limits of the same
project. He shall join his/her work with that of the others in an acceptable manner and shall
perform it in proper sequence to that of the others.
1.10
AUTHORITY AND DUTIES OF INSPECTORS.
A. Inspectors employed by the Owner shall be authorized to inspect all Work done and all material
furnished. Such inspection may extend to all or any part of the Work and to the preparation,
fabrication, or manufacture of the materials to be used. Inspectors are not authorized to revoke,
alter, or waive any provision of the Contract. Inspectors are not authorized to issue instructions
contrary to the Plans and Specifications or to act as foreman for the Contractor.
B. Inspectors employed by the Owner are authorized to notify the Contractor or his/her
representatives of any failure of the work or materials to conform to the requirements of the
Contract, Plans, or Specifications and to reject such nonconforming materials in question until
such issues can be referred to the Owner for his/her decision.
1.11
INSPECTION OF THE WORK.
A. All materials and each part or detail of the work shall be subject to inspection by the Owner. The
Owner shall be allowed access to all parts of the work and shall be furnished with such
information and assistance by the Contractor as is required to make a complete and detailed
inspection.
B. If the Owner requests it, the Contractor, at any time before acceptance of the work, shall remove
or uncover such portions of the finished Work as may be directed. After examination, the
Contractor shall restore said portions of the Work to the standard required by the Specifications.
CIP 1406A
01150-4
Should the work thus exposed or examined prove acceptable, the uncovering, or removing, and
the replacing of the covering or making good of the parts removed will be paid for as extra work;
but should the work so exposed or examined prove unacceptable, the uncovering, or removing,
and the replacing of the covering or making good of the parts removed will be at the Contractor’s
expense.
C. Any work done or materials used without supervision or inspection by an authorized
representative of the Owner may be ordered removed and replaced at the Contractor’s expense
unless the Owner’s representative failed to inspect after having been given reasonable notice in
writing that the work was to be performed.
D. Should the Work include relocation, adjustment, or any other modification to existing facilities,
not the property of the (contract) Owner, authorized representatives of the owners of such
facilities shall have the right to inspect such work. Such inspection shall in no sense make any
facility owner a party to the Contract, and shall in no way interfere with the rights of the parties to
this Contract.
E. An inspector’s knowledge of, or purported acceptance of, the work or any part thereof, shall in no
way relieve the Contractor from meeting the requirements of the Contract. Additionally, any
information supplied by an Inspector to the Contractor shall be subject to the provisions of the
Contract Documents..
1.12
REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK.
A. All Work that does not conform to the requirements of the Contract, Plans, and Specifications
will be considered unacceptable, unless otherwise determined acceptable by the Owner as
provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of
this section.
B. Unacceptable work, whether the result of poor workmanship, use of defective materials, damage
through carelessness, or any other cause found to exist prior to the final acceptance of the work,
shall be removed immediately and replaced in an acceptable manner. Work done contrary to the
instructions of the Owner, work done beyond the limits of the Project or as given, except as
herein specified, or any extra work done without authority, will be considered as unauthorized
and will not be paid for under the provisions of the Contract. Work so done may be ordered
removed or replaced at the Contractor’s expense.
C. Upon failure on the part of the Contractor to comply forthwith with any order of the Owner made
under the provisions of this subsection, the Owner will have authority to cause unacceptable work
to be remedied or removed and replaced and unauthorized work to be removed and to deduct the
costs (incurred by Owner) from any monies due or to become due the Contractor.
1.13
LOAD RESTRICTIONS.
A. The Contractor shall comply with all legal load restrictions in the hauling of materials on public
roads beyond the limits of the work. A special permit will not relieve the Contractor of liability
for damage that may result from the moving of material or equipment.
B. The operation of equipment of such weight or so loaded as to cause damage to structures or to
any other type of construction will not be permitted. Hauling of materials over the base course or
surface course under construction shall be limited as directed. No loads will be permitted on a
concrete pavement, base, or structure before the expiration of the curing period. The Contractor
shall be responsible for all damage done by his/her hauling equipment and shall correct such
damage at his/her own expense.
CIP 1406A
01150-5
1.14
MAINTENANCE DURING CONSTRUCTION.
A. The Contractor shall maintain the Work during construction and until the Work is accepted. This
maintenance shall constitute continuous and effective Work prosecuted day by day, with adequate
equipment and forces so that the work is maintained in satisfactory condition at all times.
B. All costs of maintenance work during construction and before the project is accepted shall be
included in the lump sum, and the Contractor will not be paid an additional amount for such
work.
1.15
FAILURE TO MAINTAIN THE WORK.
A. Should the Contractor at any time fail to maintain the work as provided in the subsection titled
MAINTENANCE DURING CONSTRUCTION of this section, the Owner shall immediately
notify the Contractor of such noncompliance. Such notification shall specify a reasonable time
within which the Contractor shall be required to remedy such unsatisfactory maintenance
condition. The time specified will give due consideration to the exigency that exists.
B. Should the Contractor fail to respond to the Owner’s notification, the Owner may suspend any
work necessary for the Owner to correct such unsatisfactory maintenance condition, depending
on the exigency that exists. Any maintenance cost incurred by the Owner, shall be deducted from
monies due or to become due the Contractor.
1.16
PARTIAL ACCEPTANCE.
If at any time during the prosecution of the project the Contractor substantially completes a
usable unit or portion of the work, the occupancy of which will benefit the Owner, he may
request the Owner to make final inspection of that unit. If the Owner finds upon inspection that
the unit has been satisfactorily completed in compliance with the Contract, he may accept it as
being completed, and the Contractor may be relieved of further responsibility for that unit. Such
partial acceptance and beneficial occupancy by the Owner shall not void or alter any provision of
the Contract.
1.17
SUBSTANTIAL COMPLETION.
The Owner will conduct an inspection or inspections as may be required, to determine the date(s)
of Substantial Completion certification to the Contractor and the Surety. The certification shall be
in writing. The Owner shall issue the certification within seven (7) days of the inspection. If the
Owner refuses to so certify the Substantial Completion, the Owner shall at the same time period
advise the Contractor, in writing, as to the precise reasons for the refusal to certify. The
inspection for the determination of the Substantial Completion of all or portions of the Work may
be made at the date of the written request of the Contractor or at the option of the Owner. In the
event the Owner certifies the Substantial Completion of the project or a portion thereof, such
certification shall not relieve the Contractor of his/her obligations to complete all of the Work in
accordance with the Contract. Additionally, such certification shall not constitute acceptance or
waiving of the Owner’s right to require a final inspection of all work. In any event, the Owner
shall have no obligation to release any retainage withheld until final payment is made in
accordance with the Contract and Final Acceptance by the Owner.
1.18
FINAL ACCEPTANCE.
A. Upon due notice from the Contractor of presumptive completion of the entire project, the Owner
and Owner will make an inspection. If all construction provided for and contemplated by the
CIP 1406A
01150-6
contract is found to be completed in accordance with the contract, plans, and specifications, such
inspection shall constitute the final inspection. The Owner shall notify the Contractor in writing
of final acceptance as of the date of the final inspection.
B. If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the
Owner will give the Contractor the necessary instructions for correction of same and the
Contractor shall immediately comply with and execute such instructions. Upon correction of the
work, another inspection will be made which shall constitute the final inspection, provided the
work has been satisfactorily completed. In such event, the Owner will make the final acceptance
and notify the Contractor in writing of this acceptance as of the date of final inspection.
1.19
CLAIMS FOR ADJUSTMENT AND DISPUTES.
A. If for any reason the Contractor deems that additional compensation is due him for work or
materials not clearly provided for in the Contract, Plans, or Specifications or previously
authorized as extra work, he shall notify the Owner in writing of his/her intention to claim such
additional compensation before he begins the work on which he bases the claim. If such
notification is not given or the Owner is not afforded proper opportunity by the Contractor for
keeping strict account of actual cost as required, then the Contractor hereby agrees to waive any
claim for such additional compensation. Such notice by the Contractor and the fact that the
Owner has kept account of the cost of the work shall not in any way be construed as proving or
substantiating the validity of the claim. When the work on which the claim for additional
compensation is based has been completed, the Contractor shall, within 10 calendar days, submit
his/her written claim to the Owner for consideration in accordance with local laws or ordinances.
B. Nothing in this subsection shall be construed as a waiver of the Contractor’s right to dispute final
payment based on differences in measurements or computations.
CIP 1406A
01150-7
CIP 1406A
01150-8
SECTION 01200 - PAYMENT PROCEDURES
PART 1 - GENERAL
1.1
PAYMENT PROCEDURES
A. The Owner will provide an electronic payment application template in Excel format based on
Contractor’s unit price bid schedule. The template also includes an SMWBE participation tab
and is to be updated by the Contractor with each payment application.
B. Submit an electronic copy of each application for payment.
C. Payment shall be made based on a percentage of work complete for each line item in the bid
schedule.
F. With each Application for Payment, submit partial release of lien waivers, certified payroll
records from subcontractors and major suppliers for the construction period covered by the
previous application and a current security badge list (if applicable).
G. Submit final Application for Payment after completion of Project closeout procedures with the
following supporting documents as applicable to this project. See Section 1701 for all closeout
procedures.
1.2
ALLOWANCES
Not used.
1.3
ALTERNATES
A.
1.4
Alternate items listed in the Bid Form (Section 00200) are to be shown as separate line items on
the Schedule of Values and will follow same procedures as listed in 1.1 Payment Procedures.
UNIT PRICES
Not used.
1.5
CONTRACT MODIFICATION PROCEDURES
A. On Owner's approval of a proposal from the Contractor, Owner will issue a Change Order,
for all changes to the Contract Price and/or the Contract Time.
B. Owner may issue a Construction Change Directive (CCD), instructing Contractor to proceed
with the change, for subsequent inclusion in a Change Order. CCD will contain a description
of the change and designate the method to be followed to determine changes to the Contract
Price and/or the Contract Time. Owner may also issue a CCD when Owner and Contractor
disagree on the terms of a proposal or to expedite the work. When a Construction Change
CIP 1406A
00100-1
Directive is necessary, the Contractor shall submit a properly itemized lump sum change
request form covering the work to be performed and/or deleted in accordance with the
approved Schedule of Values when applicable or referenced in the CCD from the Owner.
This proposal shall be itemized for the various components of work and segregated by labor,
material, equipment, overhead and profit in a detailed format satisfactory to the Owner. The
Owner will require an itemized scope of work on all change request forms from the
Contractor and any Subcontractors.
C. Extra work, performed under a CCD shall be measured and paid for based on expended labor,
equipment, and materials plus a 10% allowance for overhead and profit.
D. No additional allowance will be made for general superintendence, the use of small tools, or
other costs for which no specific allowance is herein provided.
E. The Contractor and the Owner shall compare records of the cost of CCD work at the end of
each day. Agreement shall be indicated by signature of the Contractor and the Owner.
F. No payment will be made for work performed on a CCD until the Contractor has furnished
the Owner with itemized statements of the cost of such CCD detailed as follows:
1. Name, classification, date, daily hours, total hours, rate and extension for each laborer and
journeyman/mechanic;
2. Designation, dates, daily hours, total hours, rental rate, and extension for each unit of
machinery and equipment;
3. Quantities of materials, prices, and extensions; or
4. Transportation of materials.
G. Statements shall be accompanied and supported by a receipted invoice for all materials used
and transportation charges. However, if materials used on the CCD are not specifically
purchased for such work but are taken from the Contractor’s stock, then in lieu of the
invoices the Contractor shall furnish an affidavit certifying that such materials were taken
from his/her stock, that the quantity claimed was actually used, and that the price and
transportation claimed represent the actual cost to the Contractor.
1.6
PAYMENT FOR MATERIALS ON HAND
A. Partial payments may be made to the extent of the delivered cost of materials to be
incorporated in the work, provided that such materials meet the requirements of the contract,
plans, and specifications and are delivered to acceptable sites on the airport property or at
other sites in the vicinity that are acceptable to the Owner. Such delivered costs of stored or
stockpiled materials may be included in the next partial payment after the following
conditions are met:
1. The material has been stored or stockpiled in a manner acceptable to the Engineer at or
on an approved site.
2. The Contractor has furnished the Engineer with acceptable evidence of the quantity and
quality of such stored or stockpiled materials.
3. The Contractor has furnished the Engineer with satisfactory evidence that the material
and transportation costs have been paid.
CIP 1406A
00100-2
4. The Contractor has furnished the Owner legal title (free of liens or encumbrances of any
kind) to the material so stored or stockpiled.
5. The Contractor has furnished the Owner evidence that the material so stored or stockpiled
is insured against loss by damage to or disappearance of such materials at any time prior
to use in the work.
B. It is understood and agreed that the transfer of title and the Owner’s payment for such stored
or stockpiled materials shall in no way relieve the Contractor of his/her responsibility for
furnishing and placing such materials in accordance with the requirements of the contract,
plans, and specifications. The Contractor warrants and guarantees that title to all work,
materials, and equipment covered by the Application for Payment, whether incorporated into
the Project or not, will pass to Owner upon receipt of such payment by the Contractor, free
and clear of all liens, claims, security interests, and encumbrances.
C. In no case will the amount of partial payments for materials on hand exceed the contract price
for such materials or the contract price for the contract item in which the material is intended
to be used.
D. No partial payment will be made for stored or stockpiled living or perishable plant materials.
E. The Contractor shall bear all costs associated with the partial payment of stored or stockpiled
materials in accordance with the provisions of this subsection.
1.7
FINAL PAYMENT
A. Upon the Owner’s final inspection of the project, confirmation that all work has been found
acceptable in accordance with the Contract Documents and receipt of all closeout documents
per Section 01700, Contractor shall make application for final payment. Final payment shall
be due within thirty (30) Calendar Days of said application, subject to the provisions herein
contained. Neither the final payment nor the retainage shall be paid until the Contractor
submits an affidavit, in a form approved by Owner, to accompany the final payment
application, affirming that there are no outstanding liens on the Project and all labor and
Materials have been paid for, supported by such additional affidavits or evidence of payment
as Owner may reasonably require. Owner may, at its option, withhold final payment, and/or
the release of all or part of the retainage, until the Contractor has provided Owner with a
complete and unconditional release of all claims for the payment of labor, equipment or
material furnished to the Project, or receipts which evidence full payment of such claims, and
Contractor shall also furnish Owner an affidavit that to the Contractor’s best knowledge,
information and belief, said releases or payments include all labor, equipment and materials
for which a lien could be filed. Notwithstanding the foregoing, the Contractor and Surety
shall continue to be liable for any such claims or liens, including, but not limited to, all
guarantees and warranties, which may be asserted or which may be unsatisfied after all
payments are made by Owner to the Contractor.
B. The making of the final payment by the Owner shall constitute a waiver of all claims by the
Owner, other than claims arising from faulty Work which appears or becomes known to
Owner after such final payment, and unsettled or unasserted claims against Owner or the Project. Likewise, acceptance of final payment by the Contractor and any Subcontractors shall
constitute a waiver of all claims by the Contractor and any Subcontractors against Owner, and
the Contractor and all subcontractors each hereby agree to indemnify and hold Owner harm-
CIP 1406A
00100-3
less from and against any such unsettled or unasserted claim.
CIP 1406A
00100-4
SECTION 01400 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1
A.
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.
2.
3.
4.
B.
Testing and inspecting services are specified in other Sections of these Specifications or
are required by authorities having jurisdiction and shall be performed by independent
testing agencies.
Unless otherwise noted in the technical specifications, all quality-control
testing/inspection services are the Contractor's responsibility, and the Contractor shall
engage a qualified testing agency to perform these services.
Contractor is responsible for scheduling times for tests, inspections, and obtaining
samples and notifying testing agency.
Retesting and Re-inspecting: Contractor shall pay for additional testing and inspecting
required as a result of tests and inspections indicating noncompliance with requirements.
Submittals: Testing agency shall submit a certified written report of each test and inspection to
Contractor, Owner, and to authorities having jurisdiction when they so direct. Reports of each
inspection, test, or similar service shall include the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
Name, address, and telephone number of testing agency.
Project title and number.
Date of issue.
Dates and locations of samples and tests or inspections.
Record of temperature and weather conditions at time of sample taking and testing and
inspecting.
Names of individuals making tests and inspections.
Description of the Work and test and inspection method.
Complete test or inspection data, test and inspection results, an interpretation of test
results, and comments or professional opinion on whether tested or inspected Work
complies with the Contract Document requirements.
Recommendations on retesting and re-inspecting.
Name and signature of laboratory inspector.
C.
Testing Agency Qualifications: An independent agency with the experience and capability to
conduct testing and inspecting indicated; and where required by authorities having jurisdiction,
that is acceptable to authorities.
D.
Testing Agency Responsibilities: Testing agency shall cooperate with the Owner and
Contractor in performing its duties and shall provide qualified personnel to perform inspections
and tests.
CIP 1406A
01400-1
1.
2.
3.
E.
Agency shall promptly notify Owner and Contractor of irregularities or deficiencies in
the Work observed during performance of its services.
Agency shall not release, revoke, alter, or increase requirements of the Contract
Documents nor approve or accept any portion of the Work.
Agency shall not perform any duties of Contractor.
Auxiliary Services: Cooperate with testing agencies and provide auxiliary services as
requested, including the following:
1.
2.
3.
4.
5.
Access to the Work.
Incidental labor and facilities necessary to facilitate tests and inspections.
Adequate quantities of materials for testing, and assistance in obtaining samples.
Facilities for storage and field curing of test samples.
Security and protection for samples and for testing and inspecting equipment.
F.
Special Tests and Inspections: Conducted by a qualified special inspector as required by
authorities having jurisdiction, as indicated in individual Specification Sections.
G.
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.
H.
Character of Labor and Equipment:
1. Contractor shall, at all times, employ sufficient labor and equipment for prosecuting the
Work to full completion in the manner and time required by the Contract.
2. All workers shall have sufficient skills, experience, and training to perform properly the
Work assigned to them. Workers engaged in special Work or skilled Work shall have specific
training and experience in such Work and in the operation of the equipment required to perform
the Work satisfactorily.
3. Any person employed by Contractor or a Subcontractor who, in the opinion of the Owner, is
not trained properly, does not perform the Work in a proper, and skillful manner or is
intemperate or disorderly shall, at the written request of the Owner, be removed forthwith from
the Project site by Contractor or such Subcontractor employing such person and shall not be
employed again in any portion of the Work without the prior approval of the Owner.
4. Should Contractor or a Subcontractor fail to remove such person or persons or fail to furnish
such suitable and sufficient personnel for the proper prosecution of the Work, the Owner may
suspend the Work by written notice until compliance. No claims for additional time to perform
the Contract shall be granted or requested as a result of Work suspension as herein provided.
5. All equipment, which is proposed to be used in the Work, shall be of sufficient size and in
such mechanical condition as to meet the requirements of the Work and to produce a
satisfactory quality of the Work. Equipment used on any portion of the Work shall be of such
size and physical condition that no injury to persons, previously completed Work, adjacent
property, or existing Airport facilities will result from its use.
6. When the methods and equipment to be used by Contractor in accomplishing the Work are
not
CIP 1406A
01400-2
prescribed in the Contract, Contractor is free to use any methods or equipment that will
accomplish the Work in conformity with the requirements of the Contract.
7. When the Contract specifies the use of certain methods or equipment, such methods and
equipment shall be used unless different methods are authorized by the Owner. If Contractor
desires to use a method or type of equipment other than specified in the Contract, Contractor
may request authority from the Owner to do so. The request shall be in writing and shall
include a full description of the method and equipment proposed and of the full reasons for
desiring to make the change. If approval is given, Contractor will remain fully responsible for
producing the Work in conformity with the Contract. If, after trial use of the substituted method
or equipment, the Owner determines that the Work produced does not meet Contract
requirements, Contractor shall discontinue the use of the substitute method or equipment and
shall complete the remaining Work with the specified method and equipment. Contractor shall
remove any deficient Work and replace it with Work of specified quality, or take other such
corrective action as the Owner may direct. No change will be made in Contract Price as a result
of authorizing a change in method or equipment described above.
CIP 1406A
01400-3
CIP 1406A
01400-4
SECTION 01600 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1
A.
The term "product" includes the terms "material," "equipment," "system," and terms of similar
intent.
B.
Product Substitutions: Substitutions include changes in products, materials, equipment, and
methods of construction from those required by the Contract Documents and proposed by
Contractor after award of the Contract.
1.
2.
3.
4.
C.
Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft. Comply with manufacturer's written instructions.
1.
2.
3.
4.
5.
D.
Submit electronic copy of each request for product substitution within a reasonable
timeframe allowing time for review, re-submission and approval in order to maintain
Project Schedule.
Do not submit unapproved substitutions on Shop Drawings or other submittals.
Identify product to be replaced and clearly stated the reason(s) a substitution is being
requested. Show compliance with requirements for substitutions. Include a detailed
comparison of significant qualities of proposed substitution with those of the Work
specified, a list of changes needed to other parts of the Work required to accommodate
proposed substitution, and any proposed changes in the Contract Price or the Contract
Time should the substitution be accepted.
Owner will review the proposed substitution and notify Contractor of its acceptance or
rejection.
Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction spaces.
Deliver products to Project site in manufacturer's original sealed container or packaging,
complete with labels and instructions for handling, storing, unpacking, protecting, and
installing.
Inspect products on delivery to ensure compliance with the Contract Documents and to
ensure that products are undamaged and properly protected.
Store materials in a manner that will not endanger Project structure.
Store products that are subject to damage by the elements, under cover in a weather tight
enclosure above ground, with ventilation adequate to prevent condensation.
Warranties specified in other Sections shall be in addition to, and run concurrent with, other
warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on
product warranties do not relieve Contractor of obligations of warranty under requirements of
CIP 1406A
01701-1
PART 2 - PRODUCTS
2.1
PRODUCT OPTIONS
A.
Provide products that comply with the Contract Documents, are undamaged, and are new at the
time of installation.
1.
2.
B.
Product Selection Procedures:
1.
2.
C.
Provide products complete with all required accessories, trim, finish, and other devices
and components needed for a complete installation and the intended use and effect.
Provide products that meet or exceed the descriptive, performance, and reference
standards as required under Part 2 - Products in the Technical Specifications.
Where Specifications name a single product or manufacturer, provide the item indicated
that complies with requirements.
Where Specifications include a list of names of products or manufacturers, provide one of
the items indicated that complies with requirements.
Unless otherwise indicated, Owner will select color, pattern, and texture of each product from
manufacturer's full range of options that includes both standard and premium items.
CIP 1406A
01701-2
SECTION 01701 - CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1
CLOSEOUT SUBMITTALS
A. Record Drawings:
1. Submit a red-line set and CAD files of the Contract Drawings as As-Built Drawings. Mark to
show actual installation where installation varies from that shown originally, including all
RFI, RFP/Change Order information.
2. Submit red-line set of Contract Specifications.
3. Submit copies or electronic copies of all final shop drawings.
4. Identify and date each As-Built Drawing sheet; include the designation "PROJECT ASBUILT DRAWING" in a prominent location.
B.
Operation and Maintenance Data:
following:
1.
2.
3.
4.
5.
6.
7.
8.
C.
Submit one electronic copy of manual. Include the
Manufacturer's operation and maintenance documentation.
Maintenance and service schedules.
Maintenance service contracts.
Emergency instructions.
Spare parts list and spare parts
Wiring diagrams.
Copies of warranties.
Special inspections and reports such as density test, core samples.
Other:
1. Subcontractor Final Release of Lien (Section 00340)
2. Contractor Final Release of Lien (Section 00360)
3. If badging was required, turn in all badges, except as may be needed during the warranty
period, and provide a final updated badge list.
4. Provide a current Insurance Certificate that will remain in effect during the required warranty
period.
1.2
FINAL CLEANING
A. Complete the following cleaning operations before requesting inspection for certification of
Substantial Completion:
1. Clean project site, yard, and grounds, in areas disturbed by construction activities. All paved
areas are to be swept and washed, if necessary, to remove stains, spills, and foreign deposits.
Rake grounds to a smooth, even-textured surface.
2. Pavements, curbs, striping, shoulders, etc. shall be free of debris and tack.
CIP 1406A
01701-1
1.3
CLOSEOUT PROCEDURES
A.
Substantial Completion: Before requesting Substantial Completion inspection, complete the
following:
1. Prepare a list of items to be completed and corrected (punchlist), the value of items on the
list, and reasons why the Work is not complete.
2. Advise Owner of pending insurance changeover requirements.
3. Submit specific warranties, maintenance service agreements, equipment inventory, and
similar documents.
4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to
services and utilities. Include occupancy permits, operating certificates, and similar releases.
5. Submit As-Built Drawings and Specifications, operation and maintenance manuals, property
surveys, and similar final record information.
6. Deliver tools, spare parts, extra materials, and similar items.
7. Make final changeover of permanent locks and deliver keys to Owner.
8. Complete startup testing of systems.
9. Remove temporary facilities and controls.
10. Submit changeover information related to Owner's occupancy, use, operation, and
maintenance.
11. Complete final cleaning requirements, including touchup painting.
12. Touch-up and otherwise repair and restore damaged and/or marred exposed finishes to
eliminate visual defects.
B. Submit a written request for inspection for Substantial Completion. On receipt of request, Owner
will proceed with inspection or advise Contractor of unfulfilled requirements. Owner will
prepare the Substantial Completion letter after inspection or will advise Contractor of items that
must be completed or corrected before Substantial Completion will be issued.
C. Request inspection for Final Completion, once the following are complete:
1. Submit an electronic copy of Substantial Completion punchlist stating that each item has been
completed or otherwise resolved for acceptance.
2. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems.
D. Request re-inspection when the Work identified in previous inspections as incomplete is
completed or corrected.
E. Submit a written request for final inspection for Final Acceptance. On receipt of request, Owner
will proceed with inspection or advise Contractor of unfulfilled requirements. Owner will
provide a letter of Final Acceptance if inspection confirms all punchlist corrections have been
completed and after all closeout documents have been submitted.
F. Failure to deliver closeout documents to the Owner shall be grounds for the Owner to withhold
the final payment, until such documents are delivered. All job records furnished by the
Contractor as above specified shall become the property of Owner.
CIP 1406A
01701-2
1.4
DEMONSTRATION AND TRAINING
A. When required by the technical specifications, engage qualified instructors to instruct Owner's
personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a
system. Include a detailed review of the following:
1. Include instruction for basis of system design and operational requirements, review of
documentation, emergency procedures, operations, adjustments, troubleshooting,
maintenance, and repairs.
CIP 1406A
01701-3
CIP 1406A
01701-4
SECTION 01732 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1
A. Items indicated to be removed and salvaged remain property of the Owner. Remove, clean, and
deliver to location on Airport property as directed by Owner. All other materials not to be
salvaged become property of the Contractor and shall be legally disposed offsite.
B. Comply with all Federal, State and local agencies having jurisdiction regarding the transportation
and disposal of materials and equipment.
C. Owner may occupy areas adjacent to selective demolition. Conduct selective demolition so that
operations within adjacent spaces will not be disrupted.
D. It is not expected that hazardous or other regulated materials will be encountered in the scope of
work. If materials suspected of containing hazardous materials are encountered, do not disturb;
immediately notify Owner. Owner will remove hazardous materials under a separate contract.
PART 3 - EXECUTION
3.1
DEMOLITION
A. It is imperative that Contractor maintain services/systems indicated to remain and protect them
against damage during selective demolition operations. Before proceeding with demolition,
provide temporary services/systems that bypass area of selective demolition and that maintain
continuity of services/systems to other parts of the building.
B. Do not cut, notch, or otherwise damage any structural member including columns, beams, trusses,
joists, braces, plates, etc. The Owner must approve all floor and roof penetrations prior to
cutting. An Xray of each floor penetration is required. Slab on grade penetrations are to be
proceeded by a radar or other suitable exploritory measure.
C. Do not cut or disconnect any electrical wiring or data cabling without first determining it origin,
termination points, what equipment it supports, and obtaining owner approval.
D. Contractor will locate, identify and document, including, but not limited to, shut-off valves,
disconnect switches, etc., of the various utilities serving the demolition area. Contractor will
schedule a shut-down whereby the identified utilities will be cut-off, capped and/or disconnected
by the Contractor before proceeding with the demolition work.
E. Contractor shall provide temporary barricades and other protection required to prevent injury to
people and damage to adjacent buildings and facilities to remain.
CIP 1406A
01732 - 1
F. Contractor shall provide temporary weather-tight protection measures to prevent water leakage
and damage to structure and interior areas.
G. Contractor shall provide protection for walls, ceilings, floors, and other existing finish work that
are to remain. Erect and maintain dustproof partitions. Cover and protect furniture, furnishings,
and equipment that have not been removed.
H. Neatly cut openings and holes plumb, square, and true to building lines and dimensions required.
Use cutting methods least likely to damage construction to remain or adjoining construction.
I.
Contractor shall maintain records of general material disposal and recycled material.
information shall be provided to the Owner for their records and use.
This
CIP 1406A
01732 - 2
TECHNICAL SPECIFICATIONS
mhp A R C H I T E C T S
1213 16th Avenue South
Nashville, TN 37212
SECTION 03 3000
CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.01 SUMMARY
A.
Section includes:
1. Cast-in place concrete, including formwork, reinforcement,
accessories mix design, placement procedures, and finishes.
B.
concrete materials,
Related Sections:
1. Section 05 5000 - Metal Fabrications
1.02 DEFINITIONS
A.
Cementitious Materials: Portland cement alone or in combination with one or more of blended
hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag, and
silica fume.
1.03 SUBMITTALS
A.
Product Data:
1. Submit “Letter of Conformance” in accordance with Section 01 3300 indicating specified
items selected for use in project.
B.
Design Mixes: For each concrete mix. Include alternate mix designs when characteristics of
materials, project conditions, weather, test results, or other circumstances warrant
adjustments.
1. Indicate amounts of mix water to be withheld for later addition at Project site.
C.
Steel Reinforcement Shop Drawings: Details of fabrication, bending, and placement,
prepared according to ACI 315, "Details and Detailing of Concrete Reinforcement." Include
material, grade, bar schedules, stirrup spacing, bent bar diagrams, arrangement, and supports
of concrete reinforcement. Include special reinforcement required for openings through
concrete structures. Coordinate built-in items including anchor bolts, plates and clips.
D.
Formwork Shop Drawings: Prepared by or under the supervision of a qualified professional
engineer detailing fabrication, assembly, and support of formwork. Design and engineering of
formwork are Contractor's responsibility.
E.
Welding Certificates: Copies of certificates for welding procedures and personnel.
F.
Material Test Reports: From a qualified testing agency indicating and interpreting test results
for compliance of the following with requirements indicated, based on comprehensive testing
of current materials:
G.
Material Certificates: Submit “Letter of Conformance” in accordance with Section 01 3300
(01300) indicating specified items selected for use in project.
1. Cementitious materials and aggregates.
2. Form materials and form-release agents.
3. Steel reinforcement and reinforcement accessories.
4. Admixtures.
5. Curing materials.
6. Bonding agents.
7. Adhesives.
03 3000 - 1
SECTION 03 3000
8. Vapor retarders.
9. Epoxy joint filler.
10. Joint-filler strips.
11. Repair materials.
H. Minutes of preinstallation conference.
1.04 QUALITY ASSURANCE
A.
Installer Qualifications: An experienced installer with a minimum of five years experience, who
has completed concrete Work similar in material, design, and extent to that indicated for this
Project and whose work has resulted in construction with a record of successful in-service
performance.
B.
Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete
products complying with ASTM C94 requirements for production facilities and equipment.
1. Manufacturer must be certified according to the National Ready Mixed Concrete
Association's (NRMCA) "Certification of Ready Mixed Concrete Production Facilities."
C.
Testing Agency Qualifications: An independent testing agency, acceptable to authorities
having jurisdiction, qualified according to ASTM C1077 and ASTM E329 to conduct the testing
indicated, as documented according to ASTM E548.
1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing
Technician, Grade 1, according to ACI CP-1 or an equivalent certification program.
D.
Source Limitations: Obtain each type or class of cementitious material of the same brand
from the same manufacturer's plant, each aggregate from one source, and each admixture
from the same manufacturer.
E.
Welding: Qualify procedures and personnel according to AWS D1.4, "Structural Welding
Code--Reinforcing Steel."
F.
ACI Publications: Comply with the following, unless more stringent provisions are indicated:
1. ACI 301, "Specification for Structural Concrete."
2. ACI 117, "Standard Specifications for Tolerances for Concrete Construction and
Materials."
3. ACI 211.1 "Standard Practice for Selecting Proportions for Normal, Heavyweight, and
Mass Concrete".
4. ACI 212 "Chemical Admixtures for Concrete"
5. ACI 214R "Evaluation of Strength Test Results of Concrete"
6. ACI 301 "Standard Specification for Structural Concrete"
7. ACI 302 "Guide for Concrete Floor and Slab Construction"
8. ACI 304R "Guide for Measuring, Mixing, Transporting and Placing Concrete".
9. ACI 305R "Hot Weather Concreting".
10. ACI 306R "Cold Weather Concreting".
11. ACI 308 "Standard Practice for Curing Concrete"
12. ACI 309R "Guide for Consolidation of Concrete".
13. ACI 311.4R "Guide for Concrete Inspection".
14. ACI 318 "Building Code Requirements for Structural Concrete".
03 3000 - 2
SECTION 03 3000
15. ACI 347R "Guide to Formwork for Concrete".
16. ACI SP-66 "ACI Detailing Manual".
G.
Other Publications. Comply with the following, unless more stringent provisions are indicated:
1. CRSI-WCRSI "Placing Reinforcing Bars"
2. AWS D1.4 "Structural Welding Code - Reinforcing Steel".
1.05 DELIVERY, STORAGE, AND HANDLING
A.
Deliver, store, and handle steel reinforcement to prevent bending and damage.
1. Avoid damaging coatings on steel reinforcement.
2. Repair damaged epoxy coatings on steel reinforcement according to ASTM D3963.
PART 2
PRODUCTS
2.01 FORM-FACING MATERIALS
A.
Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true,
and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of
joints.
1. Plywood, metal, or other approved panel materials.
2. Exterior-grade plywood panels, suitable for concrete forms, complying with DOC PS 1,
and as follows:
a. High-density overlay, Class 1, or better.
b. Medium-density overlay, Class 1, or better, mill-release agent treated and edge sealed.
c.
Structural 1, B-B, or better, mill oiled and edge sealed.
d. B-B (Concrete Form), Class 1, or better, mill oiled and edge sealed.
B.
Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.
Provide lumber dressed on at least two edges and one side for tight fit.
C.
Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally
sufficient to support weight of plastic concrete and other superimposed loads.
D.
Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum.
E.
Form-Release Agent: Commercially formulated form-release agent that will not bond with,
stain, or adversely affect concrete surfaces and will not impair subsequent treatments of
concrete surfaces.
1. Formulate form-release agent with rust inhibitor for steel form-facing materials.
F.
Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic
form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling
of concrete on removal.
1. Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of
the exposed concrete surface.
2. Furnish ties that, when removed, will leave holes not larger than 1 inch (25 mm) in
diameter in concrete surface.
3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing
or waterproofing.
2.02 STEEL REINFORCEMENT
A.
Reinforcing Bars: ASTM A615, Grade 60, deformed.
03 3000 - 3
SECTION 03 3000
B.
Epoxy-Coated Fabricated Reinforcing Bars: ASTM A934, and as follows:
1. Steel Reinforcement: ASTM A706, deformed.
C.
Steel Bar Mats: ASTM A184, assembled with clips.
1. Steel Reinforcement: ASTM A615, Grade 60, deformed bars.
2. Steel Reinforcement: ASTM A706, deformed bars.
D.
Plain-Steel Wire: ASTM A82, as drawn.
E.
Plain-Steel Wire: ASTM A82, galvanized.
F.
Deformed-Steel Wire: ASTM A496.
G.
Plain-Steel Welded Wire Fabric: ASTM A185, fabricated from as-drawn steel wire into flat
sheets.
H.
Deformed-Steel Welded Wire Fabric: ASTM A497, flat sheet.
2.03 REINFORCEMENT ACCESSORIES
A.
Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and
fastening reinforcing bars and welded wire fabric in place. Manufacture bar supports
according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete
or fiber-reinforced concrete of greater compressive strength than concrete, and as follows:
1. For concrete surfaces exposed to view or weather where legs of wire bar supports
contact forms, use CRSI Class 1 plastic-protected or CRSI Class 2 stainless-steel bar
supports.
B.
Joint Dowel Bars: Plain-steel bars, ASTM A615, Grade 60. Cut bars true to length with ends
square and free of burrs.
C.
Epoxy-Coated Joint Dowel Bars: ASTM A775; with ASTM A615, Grade 60, plain-steel bars.
D.
Tie Wire: Minimum 16 gage annealed type.
2.04 CONCRETE MATERIALS
A.
Portland Cement: ASTM C150, Type II.
1. Fly Ash: ASTM C618, Class C or F.
B.
Normal-Weight Aggregate: ASTM C33, uniformly graded, and as follows:
1. Class: Moderate weathering region, but not less than 3M.
2. Nominal Maximum Aggregate Size: 1 inch.
C.
Lightweight Aggregate: ASTM C330.
D.
Water: Potable and complying with ASTM C94.
2.05 ADMIXTURES
A.
General: Admixtures certified by manufacturer to contain not more than 0.1 percent watersoluble chloride ions by mass of cementitious material and to be compatible with other
admixtures and cementitious materials. Do not use admixtures containing calcium chloride.
B.
Air-Entraining Admixture: ASTM C260.
C.
Water-Reducing Admixture: ASTM C494, Type A.
D.
Water-Reducing and Accelerating Admixture: ASTM C494, Type E.
03 3000 - 4
SECTION 03 3000
2.06 WATERSTOPS
A.
Flexible PVC Waterstops: CE CRD-C 572, for embedding in concrete to prevent passage of
fluids through joints. Factory fabricate corners, intersections, and directional changes.
1. Profile: Ribbed with center bulb.
2.07 VAPOR RETARDERS
A.
Granular Fill: Clean mixture of crushed stone or crushed or uncrushed gravel; ASTM D448,
Size 57, with 100 percent passing a 1-1/2-inch (38-mm) sieve and 0 to 5 percent passing a
No. 4 (4.75-mm) sieve.
2.08 CURING MATERIALS
A.
Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application
to fresh concrete.
1. Material shall become an integral part of concrete surface and leave floor free of residue
or film.
2. Avendra, LLC Preferred Manufacturers:
a. None
3. Approved Manufacturers:
a.
“Eucobar”; Euclid Chemical Co, An RPM Company; (800-321-7628)
b.
“Confilm”; BASF Building Systems (800-433-9517)
c.
“SikaFilm”; Sika Construction Products Division, Sika Corporation (800-933-7452)
d.
"Cimfilm"; Axim Italcementi Group, Inc. (800-899-8795)
“SpecFilm”; SpecChem, LLC (800.791.8700)
1. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf,
weighing approximately 9 oz./sq. yd. (305 g/sq. m) dry.
B.
Moisture-Retaining Cover: ASTM C171, .006 inch (6 mil) thick, polyethylene film or white
burlap-polyethylene sheet.
C.
Water: Potable.
D.
Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C309, Type 1, Class B.
1. Avendra, LLC Preferred Manufacturers:
None
1.
Approved Manufacturers:
a.
“Aqua Cure VOX”; Euclid Chemical Co, An RPM Company; (800-321-7628)
b.
“Glazecote 20”; Lambert Corp (800-432-4746)
c.
“Kure-N-Seal WB”; BASF Building Systems (800-433-9517)
d.
“Clearseal WB 150”; Euclid Chemical Co, An RPM Company; (800-321-7628)
“Cure and Seal WB” SpecChem, LLC (800-791-8700)
A.
Clear, Waterborne, Curing and Sealing Compound: ASTM C1315, 25% solids minimum.
1. Approved Manufacturers:
a.
“Super Aqua Cure VOX”; Euclid Chemical Co, An RPM Company; (800-321-7628)
b.
“Glazecoat 30”; Lambert Corp (800-432-4746)
03 3000 - 5
SECTION 03 3000
c.
“Clearseal WB 300”; Euclid Chemical Co, An RPM Company; (800-321-7628)
“Kure 1315”; Sonneborn Brand of BASF Building Systems (800-433-9517)
“Cure and Seal WB 25” SpecChem, LLC (800-791-8700)
1.01 RELATED MATERIALS
A.
Joint-Filler Strips: ASTM D1751, asphalt-saturated cellulosic fiber, or ASTM D1752, cork or
self-expanding cork.
B.
Epoxy Joint Filler: Two-component, semirigid, 100 percent solids, epoxy resin with a Shore A
hardness of 80 per ASTM D2240.
C.
Polyurea Joint Filler: Two-component, 100 percent solids, with a Shore A hardness of 80 per
ASTM D2240.
D.
Bonding Agent:
butadiene.
E.
Epoxy-Bonding Adhesive: ASTM C881, two-component epoxy resin, capable of humid curing
and bonding to damp surfaces, of class and grade to suit requirements, and as follows:
ASTM C1059, Type II, non-redispersible, acrylic emulsion or styrene
1. Type II, non-load bearing, for bonding freshly mixed concrete to hardened concrete.
2. Types I and II, non-load bearing, for bonding hardened or freshly mixed concrete to
hardened concrete.
3. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to
hardened concrete.
F.
Reglets: Fabricate reglets of not less than 0.0217-inch- (0.55-mm-) thick galvanized steel
sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or
debris.
G.
Dovetail Anchor Slots: Hot-dip galvanized steel sheet, not less than 0.0336 inch (0.85 mm)
thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion
of concrete or debris.
1.02 REPAIR MATERIALS
A.
Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be
applied in thicknesses from 1/8 inch (3.2 mm) and that can be feathered at edges to match
adjacent floor elevations.
1. Cement Binder: ASTM C150, portland cement or hydraulic or blended hydraulic cement
as defined in ASTM C219.
2. Primer: Product of underlayment manufacturer recommended for substrate, conditions,
and application.
3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3 to 6 mm) or coarse sand as
recommended by underlayment manufacturer.
4. Compressive Strength: Not less than 4100 psi (29 MPa) at 28 days when tested
according to ASTM C109/C109M.
B.
Repair Topping: Traffic-bearing, cement-based, polymer-modified, self-leveling product that
can be applied in thicknesses from 1/4 inch (6 mm).
1. Cement Binder: ASTM C150, portland cement or hydraulic or blended hydraulic cement
as defined in ASTM C219.
2. Primer: Product of topping manufacturer recommended for substrate, conditions, and
application.
03 3000 - 6
SECTION 03 3000
3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3 to 6 mm) or coarse sand as
recommended by topping manufacturer.
4. Compressive Strength: Not less than 5700 psi (39 MPa) at 28 days when tested
according to ASTM C109/C109M.
1.03 CONCRETE MIXES
A.
Prepare design mixes for each type and strength of concrete determined by either laboratory
trial mix or field test data bases, as follows:
1. Proportion normal-weight concrete according to ACI 211.1 and ACI 301.
2. Proportion lightweight structural concrete according to ACI 211.2 and ACI 301.
B.
Use a qualified independent testing agency for preparing and reporting proposed mix designs
for the laboratory trial mix basis.
C.
Proportion concrete mix for each class of concrete to achieve the strengths (28 days) and
slumps noted on the drawings.
D.
Cementitious Materials: For concrete exposed to deicers, limit percentage, by weight, of
cementitious materials other than portland cement according to ACI 301 requirements.
E.
Cementitious Materials: Limit percentage, by weight, of cementitious materials other than
portland cement in concrete as follows:
1. Fly Ash: 25 percent.
2. Combined Fly Ash and Pozzolan: 25 percent.
3. Ground Granulated Blast-Furnace Slag: 50 percent.
4. Combined Fly Ash or Pozzolan and Ground Granulated Blast-Furnace Slag: 50 percent
portland cement minimum, with fly ash or pozzolan not exceeding 25 percent.
F.
Maximum Water-Cementitious Materials Ratio: 0.50 for concrete required to have low water
permeability.
G.
Maximum Water-Cementitious Materials Ratio:
subject to freezing and thawing while moist.
H.
Maximum Water-Cementitious Materials Ratio: 0.40 for corrosion protection of steel
reinforcement in concrete exposed to chlorides from deicing chemicals, salt, saltwater,
brackish water, seawater, or spray from these sources.
I.
Maximum Water-Cementitious Materials Ratio: 0.50 for concrete subject to moderate sulfate
exposure.
J.
Maximum Water-Cementitious Materials Ratio: 0.45 for concrete subject to severe or very
severe sulfate exposure.
K.
Air Content: Add air-entraining admixture at manufacturer's prescribed rate to result in
concrete at point of placement having an air content as follows within a tolerance of plus 1 or
minus 1.5 percent, unless otherwise indicated:
0.45 for concrete exposed to deicers or
1. Air Content: 5.5 percent for 1-1/2-inch- (38-mm-) nominal maximum aggregate size.
2. Air Content: 6 percent for 1-inch- (25-mm-) nominal maximum aggregate size.
3. Air Content: 6 percent for 3/4-inch- (19-mm-) nominal maximum aggregate size.
L.
Do not air entrain concrete to trowel-finished interior floors and suspended slabs. Do not allow
entrapped air content to exceed 3 percent.
M.
Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of
cement.
03 3000 - 7
SECTION 03 3000
N.
Micro-Synthetic Fiber: Uniformly disperse in concrete mix at manufacturer's recommended
rate, but not less than 1 lb/cu. yd.
O.
Admixtures: Use admixtures according to manufacturer's written instructions.
1. Use water-reducing admixture or high-range water-reducing admixture (superplasticizer)
in concrete, as required, for placement and workability.
2. Use water-reducing and retarding admixture when required by high temperatures, low
humidity, or other adverse placement conditions.
3. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial
slabs and parking structure slabs, concrete required to be watertight, and concrete with a
water-cementitious materials ratio below 0.50.
4. Use corrosion-inhibiting admixture in concrete mixes where indicated.
1.04 FABRICATING REINFORCEMENT
A.
Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
1.05 CONCRETE MIXING
A.
Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C94
and ASTM C1116, and furnish batch ticket information.
1. When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and
delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F (32
deg C), reduce mixing and delivery time to 60 minutes.
B.
Project-Site Mixing: Measure, batch, and mix concrete materials and concrete according to
ASTM C94. Mix concrete materials in appropriate drum-type batch machine mixer.
1. For mixer capacity of 1 cu. yd. (0.76 cu. m) or smaller, continue mixing at least one and
one-half minutes, but not more than five minutes after ingredients are in mixer, before
any part of batch is released.
2. For mixer capacity larger than 1 cu. yd. (0.76 cu. m), increase mixing time by 15 seconds
for each additional 1 cu. yd. (0.76 cu. m).
3. Provide batch ticket for each batch discharged and used in the Work, indicating Project
identification name and number, date, mix type, mix time, quantity, and amount of water
added. Record approximate location of final deposit in structure.
PART 2
EXECUTION
2.01 FORMWORK
A.
Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical,
lateral, static, and dynamic loads, and construction loads that might be applied, until concrete
structure can support such loads.
B.
Construct formwork so concrete members and structures are of size, shape, alignment,
elevation, and position indicated, within tolerance limits of ACI 117.
C.
Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows:
1. Class A, 1/8 inch (3 mm).
2. Class B, 1/4 inch (6 mm).
D.
Construct forms tight enough to prevent loss of concrete mortar.
E.
Fabricate forms for easy removal without hammering or prying against concrete surfaces.
Provide crush or wrecking plates where stripping may damage cast concrete surfaces.
Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. Kerf wood
inserts for forming keyways, reglets, recesses, and the like, for easy removal.
03 3000 - 8
SECTION 03 3000
1. Do not use rust-stained steel form-facing material.
F.
Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required
elevations and slopes in finished concrete surfaces. Provide and secure units to support
screed strips; use strike-off templates or compacting-type screeds.
G.
Provide temporary openings for cleanouts and inspection ports where interior area of
formwork is inaccessible. Close openings with panels tightly fitted to forms and securely
braced to prevent loss of concrete mortar. Locate temporary openings in forms at
inconspicuous locations.
H.
Chamfer exterior corners and edges of permanently exposed concrete unless otherwise noted
or detailed on drawings.
I.
Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads
required in the Work. Determine sizes and locations from trades providing such items.
J.
Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt,
and other debris just before placing concrete.
K.
Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and
maintain proper alignment.
L.
Coat contact surfaces of forms with form-release agent, according to manufacturer's written
instructions, before placing reinforcement.
2.02 EMBEDDED ITEMS
A.
Place and secure anchorage devices and other embedded items required for adjoining work
that is attached to or supported by cast-in-place concrete. Use Setting Drawings, templates,
diagrams, instructions, and directions furnished with items to be embedded.
1. Install anchor bolts, accurately located, to elevations required.
2. Install reglets to receive top edge of foundation sheet waterproofing and to receive
through-wall flashings in outer face of concrete frame at exterior walls, where flashing is
shown at lintels, shelf angles, and other conditions.
3. Install dovetail anchor slots in concrete structures as indicated.
B.
Embedded items shall be located so as not to reduce the strength of the construction. They
shall be thoroughly clean and free from coating, rust, scale, oil and other foreign material. No
wood shall be permanently embedded in concrete.
C.
Embedments shall be maintained in position and protected until the concreting is complete.
2.03 REMOVING AND REUSING FORMS
A.
General: Formwork, for sides of beams, walls, columns, and similar parts of the Work, that
does not support weight of concrete may be removed after cumulatively curing at not less than
50 deg F (10 deg C) for 24 hours after placing concrete provided concrete is hard enough to
not be damaged by form-removal operations and provided curing and protection operations
are maintained.
B.
Leave formwork, for beam soffits, joists, slabs, and other structural elements, that supports
weight of concrete in place until concrete has achieved the following:
1. At least 70 percent of 28-day design compressive strength.
2. Determine compressive strength of in-place concrete by testing representative field- or
laboratory-cured test specimens according to ACI 301.
3. Remove forms only if shores have been arranged to permit removal of forms without
loosening or disturbing shores.
03 3000 - 9
SECTION 03 3000
C.
Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or
otherwise damaged form-facing material will not be acceptable for exposed surfaces. Apply
new form-release agent.
D.
When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints.
Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete
surfaces unless approved by Owner’s Representative.
2.04 SHORES AND RESHORES
A.
Comply with ACI 318 (ACI 318M), ACI 301, and recommendations in ACI 347R for design,
installation, and removal of shoring and reshoring.
B.
In multistory construction, extend shoring or reshoring over a sufficient number of stories to
distribute loads in such a manner that no floor or member will be excessively loaded or will
induce tensile stress in concrete members without sufficient steel reinforcement.
C.
Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and
provide adequate reshoring to support construction without excessive stress or deflection.
2.05 VAPOR RETARDERS
A.
General: Extend vapor retarder to extremities of areas to be protected from vapor
transmission. Place, protect, and repair vapor-retarder sheets according to ASTM E1643 and
manufacturer's written instructions.
2.06 STEEL REINFORCEMENT
A.
General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.
1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before
placing concrete.
B.
Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials.
C.
Accurately position, support, and secure reinforcement against displacement. Locate and
support reinforcement with bar supports to maintain minimum concrete cover. Do not tack
weld crossing reinforcing bars.
1. Shop- or field-weld reinforcement according to AWS D1.4, where indicated.
D.
Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.
E.
Install welded wire fabric in longest practicable lengths on bar supports spaced to minimize
sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of
adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire.
F.
Epoxy-Coated Reinforcement: Use epoxy-coated steel wire ties to fasten epoxy-coated
reinforcement. Repair cut and damaged epoxy coatings with epoxy repair coating according
to ASTM D3963/D3963M.
G.
Zinc-Coated Reinforcement:
Use galvanized steel wire ties to fasten zinc-coated
reinforcement. Repair cut and damaged zinc coatings with zinc repair material.
2.07 JOINTS
A.
General: Construct joints true to line with faces perpendicular to surface plane of concrete.
B.
Construction Joints: Install so strength and appearance of concrete are not impaired, at
locations indicated or as approved by Owner's Representative.
1. Place joints perpendicular to main reinforcement. Continue reinforcement across
construction joints, unless otherwise indicated. Do not continue reinforcement through
sides of strip placements of floors and slabs.
03 3000 - 10
SECTION 03 3000
2. Form from preformed galvanized steel, plastic keyway-section forms, or bulkhead forms
with keys, unless otherwise indicated. Embed keys at least 1-1/2 inches (38 mm) into
concrete.
3. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset
joints in girders a minimum distance of twice the beam width from a beam-girder
intersection.
4. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and
girders and at the top of footings or floor slabs.
5. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls,
near corners, and in concealed locations where possible.
6. Use a bonding agent at locations where fresh concrete is placed against hardened or
partially hardened concrete surfaces.
7. Use epoxy-bonding adhesive at locations where fresh concrete is placed against
hardened or partially hardened concrete surfaces.
C.
Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning
concrete into areas as indicated. Construct contraction joints for a depth equal to at least onefourth of concrete thickness, as follows:
1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing
each edge of joint to a radius of 1/8 inch (3 mm). Repeat grooving of contraction joints
after applying surface finishes. Eliminate groover tool marks on concrete surfaces.
2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof
abrasive or diamond-rimmed blades. Cut 1/8-inch- (3-mm-) wide joints into concrete
when cutting action will not tear, abrade, or otherwise damage surface and before
concrete develops random contraction cracks.
D.
Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab
junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams,
and other locations, as indicated.
1. Extend joint-filler strips full width and depth of joint, terminating flush with finished
concrete surface, unless otherwise indicated.
2. Terminate full-width joint-filler strips not less than 1/2 inch (12 mm) or more than 1 inch
(25 mm) below finished concrete surface where joint sealants, specified in Division 07
Section "Joint Sealants," are indicated.
3. Install joint-filler strips in lengths as long as practicable. Where more than one length is
required, lace or clip sections together.
E.
Dowel Joints: Install dowel sleeves and dowels or dowel bar and support assemblies at joints
where indicated.
1. Use dowel sleeves or lubricate or asphalt-coat one-half of dowel length to prevent
concrete bonding to one side of joint.
2.08 WATERSTOPS
A.
Flexible Waterstops: Install in construction joints as indicated to form a continuous
diaphragm. Install in longest lengths practicable. Support and protect exposed waterstops
during progress of Work. Field-fabricate joints in waterstops according to manufacturer's
written instructions.
B.
Self-Expanding Strip Waterstops: Install in construction joints and at other locations indicated,
according to manufacturer's written instructions, bonding or mechanically fastening and firmly
pressing into place. Install in longest lengths practicable.
03 3000 - 11
SECTION 03 3000
2.09 CONCRETE PLACEMENT
A.
Before placing concrete, verify that installation of formwork, reinforcement, and embedded
items is complete and that required inspections have been performed.
B.
Do not add water to concrete during delivery, at Project site, or during placement, unless
approved by Owner’s Representative.
C.
Before placing concrete, water may be added at Project site, subject to limitations of ACI 301.
1. Do not add water to concrete after adding high-range water-reducing admixtures to mix.
D.
Deposit concrete continuously or in layers of such thickness that no new concrete will be
placed on concrete that has hardened enough to cause seams or planes of weakness. If a
section cannot be placed continuously, provide construction joints as specified. Deposit
concrete to avoid segregation.
E.
Deposit concrete in forms in horizontal layers no deeper than 24 inches (600 mm) and in a
manner to avoid inclined construction joints. Place each layer while preceding layer is still
plastic, to avoid cold joints.
1. Consolidate placed concrete with mechanical vibrating equipment. Use equipment and
procedures for consolidating concrete recommended by ACI 309R.
2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators
vertically at uniformly spaced locations no farther than the visible effectiveness of the
vibrator. Place vibrators to rapidly penetrate placed layer and at least 6 inches (150 mm)
into preceding layer. Do not insert vibrators into lower layers of concrete that have begun
to lose plasticity. At each insertion, limit duration of vibration to time necessary to
consolidate concrete and complete embedment of reinforcement and other embedded
items without causing mix constituents to segregate.
F.
Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of
construction joints, until placement of a panel or section is complete.
1. Consolidate concrete during placement operations so concrete is thoroughly worked
around reinforcement and other embedded items and into corners.
2. Maintain reinforcement in position on chairs during concrete placement.
3. Screed slab surfaces with a straightedge and strike off to correct elevations.
4. Slope surfaces uniformly to drains where required.
5. Begin initial floating using bull floats or darbies to form a uniform and open-textured
surface plane, free of humps or hollows, before excess moisture or bleedwater appears
on the surface. Do not further disturb slab surfaces before starting finishing operations.
G.
Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from
physical damage or reduced strength that could be caused by frost, freezing actions, or low
temperatures.
1. When air temperature has fallen to or is expected to fall below 40 deg F (4.4 deg C),
uniformly heat water and aggregates before mixing to obtain a concrete mixture
temperature of not less than 50 deg F (10 deg C) and not more than 80 deg F (27 deg C)
at point of placement.
2. Do not use frozen materials or materials containing ice or snow. Do not place concrete
on frozen subgrade or on subgrade containing frozen materials.
3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or
chemical accelerators, unless otherwise specified and approved in mix designs.
H.
Hot-Weather Placement: Place concrete according to recommendations in ACI 305R and as
follows, when hot-weather conditions exist:
03 3000 - 12
SECTION 03 3000
1. Cool ingredients before mixing to maintain concrete temperature below 90 deg F (32
deg C) at time of placement. Chilled mixing water or chopped ice may be used to control
temperature, provided water equivalent of ice is calculated to total amount of mixing
water. Using liquid nitrogen to cool concrete is Contractor's option.
2. Cover steel reinforcement with water-soaked burlap so steel temperature will not exceed
ambient air temperature immediately before embedding in concrete.
3. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep
subgrade moisture uniform without standing water, soft spots, or dry areas.
2.10 FINISHING FORMED SURFACES
A.
Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie
holes and defective areas repaired and patched. Remove fins and other projections
exceeding ACI 347R limits for class of surface specified.
B.
Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged
in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes
and defective areas. Remove fins and other projections exceeding 1/8 inch (3 mm) in height.
1. Apply to concrete surfaces exposed to public view or to be covered with a coating or
covering material applied directly to concrete, such as waterproofing, dampproofing,
veneer plaster, or painting.
2. Do not apply rubbed finish to smooth-formed finish.
C.
Rubbed Finish: Apply the following to smooth-formed finished concrete:
1. Grout-Cleaned Finish: Wet concrete surfaces and apply grout of a consistency of thick
paint to coat surfaces and fill small holes. Mix one part portland cement to one and onehalf parts fine sand with a 1:1 mixture of bonding admixture and water. Add white
portland cement in amounts determined by trial patches so color of dry grout will match
adjacent surfaces. Scrub grout into voids and remove excess grout. When grout
whitens, rub surface with clean burlap and keep surface damp by fog spray for at least 36
hours.
D.
Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed
surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching
adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly
across adjacent unformed surfaces, unless otherwise indicated.
2.11 FINISHING FLOORS AND SLABS
A.
General: Comply with recommendations in ACI 302.1R for screeding, restraightening, and
finishing operations for concrete surfaces. Do not wet concrete surfaces.
B.
Scratch Finish: While still plastic, texture concrete surface that has been screeded and bullfloated or darbied. Use stiff brushes, brooms, or rakes.
1. Apply scratch finish to surfaces indicated and to surfaces to receive concrete floor
topping or mortar setting beds for ceramic or quarry tile, portland cement terrazzo, and
other bonded cementitious floor finishes.
C.
Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small
or inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots.
Repeat float passes and restraightening until surface is left with a uniform, smooth, granular
texture.
1. Apply float finish to surfaces indicated, to surfaces to receive trowel finish, and to floor
and slab surfaces to be covered with fluid-applied or sheet waterproofing, built-up or
membrane roofing, or sand-bed terrazzo.
03 3000 - 13
SECTION 03 3000
D.
Trowel Finish: After applying float finish, apply first trowel finish and consolidate concrete by
hand or power-driven trowel. Continue troweling passes and restraighten until surface is free
of trowel marks and uniform in texture and appearance. Grind smooth any surface defects
that would telegraph through applied coatings or floor coverings.
1. Apply a trowel finish to surfaces indicated and to floor and slab surfaces exposed to view
or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage
membrane, paint, or another thin film-finish coating system.
2. Finish and measure surface so gap at any point between concrete surface and an
unleveled freestanding 10-foot- (3.05-m-) long straightedge, resting on two high spots
and placed anywhere on the surface, does not exceed 3/16 inch (4.8 mm).
E.
Trowel and Fine-Broom Finish: Apply a partial trowel finish, stopping after second troweling,
to surfaces indicated and to surfaces where ceramic or quarry tile is to be installed by either
thickset or thin-set method. Immediately after second troweling, and when concrete is still
plastic, slightly scarify surface with a fine broom.
F.
Broom Finish: Apply a broom finish to exterior concrete platforms, steps, and ramps, and
elsewhere as indicated.
1. Immediately after float finishing, slightly roughen trafficked surface by brooming with
fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish
with Owner's Representative before application.
G.
Slip-Resistive Aggregate Finish (where required by local codes): Before final floating, apply
slip-resistive aggregate finish where indicated and to concrete stair treads, platforms, and
ramps. Apply according to manufacturer's written instructions and as follows:
1. Uniformly spread 25 lb/100 sq. ft. (12 kg/10 sq. m) of dampened slip-resistive aggregate
over surface in one or two applications. Tamp aggregate flush with surface, but do not
force below surface.
2. After broadcasting and tamping, apply float finish.
3. After curing, lightly work surface with a steel wire brush or an abrasive stone, and water
to expose slip-resistive aggregate.
2.12 MISCELLANEOUS CONCRETE ITEMS
A.
Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated,
after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with
in-place construction. Provide other miscellaneous concrete filling indicated or required to
complete Work.
B.
Curbs: Other than specified in Section 32 13 13 (02751) Cement Concrete Pavement, provide
monolithic finish to interior curbs by stripping forms while concrete is still green and by steeltroweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly
rounded.
C.
Equipment Bases and Foundations: Provide machine and equipment bases and foundations
as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations,
complying with diagrams or templates of manufacturer furnishing machines and equipment.
D.
Steel Pan Stairs: Provide concrete fill for steel pan stair treads, landings, and associated
items. Cast-in inserts and accessories as shown on Drawings. Screed, tamp, and trowelfinish concrete surfaces.
2.13 CONCRETE PROTECTION AND CURING
A.
General: Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures. Comply with ACI 306.1 for cold-weather protection and with recommendations
in ACI 305R for hot-weather protection during curing.
03 3000 - 14
SECTION 03 3000
B.
Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or
windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq. m x h) before and
during finishing operations. Apply according to manufacturer's written instructions after
placing, screeding, and bull floating or darbying concrete, but before float finishing.
C.
Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed
surfaces, including floors and slabs, concrete floor toppings, and other surfaces, by one or a
combination of the following methods:
1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the
following materials:
a.
Water.
b.
Continuous water-fog spray.
c.
Absorptive cover, water saturated, and kept continuously wet. Cover concrete
surfaces and edges with 12-inch (300-mm) lap over adjacent absorptive covers.
2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover
for curing concrete, placed in widest practicable width, with sides and ends lapped at
least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Cure for not less
than seven days. Immediately repair any holes or tears during curing period using cover
material and waterproof tape.
a.
Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive
floor coverings.
b.
Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive
penetrating liquid floor treatments.
c.
Cure concrete surfaces to receive floor coverings with either a moisture-retaining
cover or a curing compound that the manufacturer recommends for use with floor
coverings.
3. Curing Compound: Apply uniformly in continuous operation by power spray or roller
according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall
within three hours after initial application. Maintain continuity of coating and repair
damage during curing period.
4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a
continuous operation by power spray or roller according to manufacturer's written
instructions. Recoat areas subjected to heavy rainfall within three hours after initial
application. Repeat process 24 hours later and apply a second coat. Maintain continuity
of coating and repair damage during curing period.
2.14 JOINT FILLING
A.
Prepare, clean, and install joint filler according to manufacturer's written instructions.
1. Defer joint filling until concrete has aged at least six months.
construction traffic has permanently ceased.
Do not fill joints until
B.
Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact
faces of joint clean and dry.
C.
Install semirigid epoxy joint filler full depth in saw-cut joints and at least 2 inches (50 mm) deep
in formed joints. Overfill joint and trim joint filler flush with top of joint after hardening.
2.15 CONCRETE SURFACE REPAIRS
A.
Defective Concrete: Repair and patch defective areas when approved by Owner's
Representative. Remove and replace concrete that cannot be repaired and patched to
Owner's Representative approval.
03 3000 - 15
SECTION 03 3000
B.
Patching Mortar: Mix dry-pack patching mortar, consisting of one part portland cement to two
and one-half parts fine aggregate passing a No. 16 (1.2-mm) sieve, using only enough water
for handling and placing.
C.
Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks,
spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and
stains and other discolorations that cannot be removed by cleaning.
1. Immediately after form removal, cut out honeycombs, rock pockets, and voids more than
1/2 inch (13 mm) in any dimension in solid concrete but not less than 1 inch (25 mm) in
depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen with
water, and brush-coat holes and voids with bonding agent. Fill and compact with
patching mortar before bonding agent has dried. Fill form-tie voids with patching mortar
or cone plugs secured in place with bonding agent.
2. Repair defects on surfaces exposed to view by blending white portland cement and
standard portland cement so that, when dry, patching mortar will match surrounding
color. Patch a test area at inconspicuous locations to verify mixture and color match
before proceeding with patching. Compact mortar in place and strike off slightly higher
than surrounding surface.
3. Repair defects on concealed formed surfaces that affect concrete's durability and
structural performance as determined by Owner's Representative.
D.
Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish
and verify surface tolerances specified for each surface. Correct low and high areas. Test
surfaces sloped to drain for trueness of slope and smoothness; use a sloped template.
1. Repair finished surfaces containing defects. Surface defects include spalls, popouts,
honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch (0.25 mm) wide or
that penetrate to reinforcement or completely through unreinforced sections regardless of
width, and other objectionable conditions.
2. After concrete has cured at least 14 days, correct high areas by grinding.
3. Correct localized low areas during or immediately after completing surface finishing
operations by cutting out low areas and replacing with patching mortar. Finish repaired
areas to blend into adjacent concrete.
4. Correct other low areas scheduled to receive floor coverings with a repair underlayment.
Prepare, mix, and apply repair underlayment and primer according to manufacturer's
written instructions to produce a smooth, uniform, plane, and level surface. Feather
edges to match adjacent floor elevations.
5. Correct other low areas scheduled to remain exposed with a repair topping. Cut out low
areas to ensure a minimum repair topping depth of 1/4 inch (6 mm) to match adjacent
floor elevations. Prepare, mix, and apply repair topping and primer according to
manufacturer's written instructions to produce a smooth, uniform, plane, and level
surface.
6. Repair defective areas, except random cracks and single holes 1 inch (25 mm) or less in
diameter, by cutting out and replacing with fresh concrete. Remove defective areas with
clean, square cuts and expose steel reinforcement with at least 3/4 inch (19 mm)
clearance all around. Dampen concrete surfaces in contact with patching concrete and
apply bonding agent. Mix patching concrete of same materials and mix as original
concrete except without coarse aggregate. Place, compact, and finish to blend with
adjacent finished concrete. Cure in same manner as adjacent concrete.
7. Repair random cracks and single holes 1 inch (25 mm) or less in diameter with patching
mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt,
and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place
03 3000 - 16
SECTION 03 3000
patching mortar before bonding agent has dried. Compact patching mortar and finish to
match adjacent concrete. Keep patched area continuously moist for at least 72 hours.
E.
Perform structural repairs of concrete, subject to Owner's Representative's approval, using
epoxy adhesive and patching mortar.
F.
Repair materials and installation not specified above may be used, subject to
Representative's approval.
Owner's
2.16 FIELD QUALITY CONTROL
A.
Testing Agency: Contractor will engage a qualified independent testing and inspecting agency
to sample materials, perform tests, and submit test reports during concrete placement.
Sampling and testing for quality control may include those specified in this Article.
B.
Testing Services: Testing of composite samples of fresh concrete obtained according to
ASTM C172 shall be performed according to the following requirements:
1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete
mix exceeding 5 cu. yd. (4 cu. m), but less than 25 cu. yd. (19 cu. m), plus one set for
each additional 50 cu. yd. (38 cu. m) or fraction thereof.
2. Slump: ASTM C143; one test at point of placement for each composite sample, but not
less than one test for each day's pour of each concrete mix. Perform additional tests
when concrete consistency appears to change.
3. Air Content: ASTM C231, pressure method, for normal-weight concrete; ASTM C173,
volumetric method, for structural lightweight concrete; one test for each composite
sample, but not less than one test for each day's pour of each concrete mix.
4. Concrete Temperature: ASTM C1064; one test hourly when air temperature is 40 deg F
(4.4 deg C) and below and when 80 deg F (27 deg C) and above, and one test for each
composite sample.
5. Unit Weight: ASTM C567, fresh unit weight of structural lightweight concrete; one test for
each composite sample, but not less than one test for each day's pour of each concrete
mix.
6. When frequency of testing will provide fewer than five compressive-strength tests
Compression Test Specimens: ASTM C31/C31M; cast and laboratory cure one set of
four standard cylinder specimens for each composite sample.
a.
Cast and field cure one set of four standard cylinder specimens for each composite
sample.
7. Compressive-Strength Tests: ASTM C39; test two laboratory-cured specimens at 7 days
and two at 28 days.
a.
Test two field-cured specimens at 7 days and two at 28 days.
b.
A compressive-strength test shall be the average compressive strength from two
specimens obtained from same composite sample and tested at age indicated.
C.
When strength of field-cured cylinders is less than 85 percent of companion laboratory-cured
cylinders, Contractor shall evaluate operations and provide corrective procedures for
protecting and curing in-place concrete.
D.
Strength of each concrete mix will be satisfactory if every average of any three consecutive
compressive-strength tests equals or exceeds specified compressive strength and no
compressive-strength test value falls below specified compressive strength by more than 500
psi (3.4 MPa).
03 3000 - 17
SECTION 03 3000
E.
Test results shall be reported in writing to Owner’s Representative,Architect, concrete
manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength
tests shall contain Project identification name and number, date of concrete placement, name
of concrete testing and inspecting agency, location of concrete batch in Work, design
compressive strength at 28 days, concrete mix proportions and materials, compressive
breaking strength, and type of break for both 7-and 28-day tests.
F.
Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be
permitted by Owner’s Representative Architect but will not be used as sole basis for approval
or rejection of concrete.
G.
Additional Tests: Testing and inspecting agency shall make additional tests of concrete when
test results indicate that slump, air entrainment, compressive strengths, or other requirements
have not been met, as directed by Owner’s Representative Architect. Testing and inspecting
agency may conduct tests to determine adequacy of concrete by cored cylinders complying
with ASTM C42 or by other methods as directed by Owner’s Representative Architect.
END OF SECTION
03 3000 - 18
SECTION 04 22 00 CONCRETE UNIT MASONRY
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
Furnish and install concrete unit masonry systems, including mortar and accessories.
QUALITY ASSURANCE
A.
1.3
Contractor qualifications:
1.
For the actual cutting and placing of masonry, use only skilled journeymen masons who are
thoroughly experienced with the type of work required for this Project.
SUBMITTALS
A.
1.4
Product data: Concrete unit masonry, mortar, joint reinforcing, ties.
1.
Provide graphic sheets showing the full range of stock masonry shapes available.
JOB CONDITIONS
A.
Do not lay masonry when ambient temperature has dropped below 40°F, unless special protective
procedures are implemented in accordance with American Concrete Institute's ACI 530.1.
1.
Do not lay masonry units that are wet or frosted.
B.
Protect partially completed masonry against inclement weather when work is not in progress by
covering the top of walIs with waterproof non-staining sheeting, extending sheeting at least two feet
down walls and fastening securely.
C.
Do not apply uniform structural loading for at least 12 hours, or concentrated loads for at least 3 days,
after erection of masonry walls.
PART 2 - PRODUCTS
2.1
CONCRETE MASONRY
A.
General:
1.
Nominal face dimensions of standard units shall be 16" long x 8" high x depths indicated on the
Drawings. Units to be exposed shall be reasonably free of chips, cracks, or other flaws.
2.
ASTM C90 Grade N-1.
3.
Normal weight units (net dry weight 125 pounds per cubic foot).
4.
Net-area compressive strength: See structural drawings.
B.
Split-faced units: The exterior-exposed face shall be factory-split to simulate rough ribbed concrete,
with 4 or 6 ribs. Magnum by Midwest Products Group or equivalent.
1.
Provide special fabricated corner units and bond beams.
2.
Color: Natural gray.
2.2
MORTAR
A.
ASTM C270 Proportion Specification, Type S.
1.
Color: Natural gray.
B.
Masonry cement mix:
1.
Cement: ASTM C91 and FS SS-C-181e Type II, 1:1 ratio of portland cement:ground limestone
04 22 00: 1
2.
3.
C.
2.3
Sand: ASTM C144
Water: Potable drinking water
The use of air-entrainment admixtures, anti-freeze agents, or calcium chloride shall not be permitted.
CONCRETE FILL
A.
2.4
See Section 03 30 00.
REINFORCING
A.
Joint Reinforcing:
1.
Hot-dipped galvanized horizontal ladder-type welded-wire units fabricated from 3/16" diameter
steel wire as per ASTM A82 and A153 Class B2, with deformed continuous side rods and plain
cross rods spaced not more than 16" on center.
2.
Width of units shall be approximately 2" less than the nominal width of walls. Provide
manufacturer's standard "T" and "L" sections for intersecting walls and corners.
B.
Reinforcing Bars: See Section 03 30 00.
PART 3 - EXECUTION
3.1
CONCRETE MASONRY UNITS
A.
General:
1.
Do not wet units. Lay up masonry units plumb and with courses level, in running bond pattern.
2.
Vertical coursing of 3 units + 3 mortar joints = 24”. Interlock each course of each wythe at corners
and intersections.
3.
Cut masonry units with a motor-driven saw specially designed to cut masonry using a dry blade,
maintaining clean, sharp, unchipped edges.
B.
Split-faced units:
1.
Take special care when laying to maintain exposed surfaces clean of mortar.
2.
At outside corners in split-face masonry where two-sided split-face units are not available,
roughen end face of smooth-face unit or miter split-face units to maintain continuous split-face
texture around corner.
3.2
MORTAR
A.
Mixing:
1.
Comply with ASTM C476 Type PL and the manufacturer's instructions.
2.
Except as otherwise authorized for small batches, mixing shall be accomplished by poweroperated mixer for at least 5 minutes; mixer drum shall be completely emptied before recharging
next batch.
3.
Retempering or measuring sand by shovel shall not be permitted.
B.
Placement:
1.
Place mortar within 1 hour after mixing.
2.
Do not allow mortar to contact the ground.
3.
Completely cover bed joints of masonry units with mortar; cover head joints full height to 1” depth
from face.
4.
For starting courses of concrete masonry on footings, spread out full mortar bed including areas
under cells.
5.
Joint width shall be 3/8”.
6.
Take special care to keep exposed masonry surfaces clean of mortar droppings.
04 22 00: 2
C.
Tooling of exposed joints: Concave.
D.
Weepholes: At single-wythe wall systems, provide open-joint weeps at 32" on center (maximum) above
walI openings and at base of walI at floorlines
E.
Where patching or pointing is required after mortar has cured, chisel out joint to a depth of at least 1/2".
Thoroughly wet existing surfaces and repoint with fresh mortar.
3.3
JOINT REINFORCING
A.
3.4
Install continuous horizontal joint reinforcing in all walls, spaced at not more than 16" on center
vertically; install additional reinforcing where detailed on the Drawings.
1.
Fully embed side rods in mortar for their entire length and with a minimum cover of 5/8" on
exterior side of wall and 1/2" elsewhere. Lap reinforcing at least 6".
2.
Provide continuity at corners and intersections by use of prefabricated "L" and "T" sections.
VERTICALLY REINFORCED CONCRETE MASONRY
A.
Where masonry is indicated to be vertically reinforced, lay up masonry units to maintain vertical
alignment sufficient to maintain unobstructed continuous vertical cells measuring not less than 2" x 3".
1.
Remove overhanging mortar or other obstructions or debris from such cells. Provide cleanout
openings at the bottom of cells to be filled in each pour in excess of 4 feet in height; seal
cleanouts before filling.
B.
Reinforcing bars: Hold reinforcing in position at top and bottom and at 8 foot maximum intervals.
1.
Fill all cells containing reinforcing bars solidly with concrete, pouring concrete in maximum vertical
lifts of 8 feet.
2.
Consolidate concrete at the time of pouring by puddling or vibrating, and then reconsolidate by
puddling again later before plasticity is lost.
C.
Install continuous masonry bond beams filled with concrete/grout and steel reinforcing at the top of
bearing and non-bearing walls.
1.
Where masonry bond beams are required to be formed from decorative units for which preformed
U-shaped units are not available, install galvanized hardware cloth as continuous barrier, notch
down walls of units as required for placement of continuous reinforcing, and fill with
concrete/grout as outlined above.
D.
Fill masonry unit cells with concrete for full height under lintel and beam bearing and as indicated on the
Drawings.
1.
Fill masonry unit cores with concrete (3 courses minimum) under bearing plates and similar
locations, and as detailed on the Drawings.
3.5
PATCHING AND CLEANING
A.
Patch any significant visual defects such as chips and voids.
B.
After exterior walls have received roof copings, clean exposed masonry surfaces by brush hand method
with an acid-free detergent/water solution recommended by manufacturer.
1.
Soak surfaces thoroughly with water before and after applying cleaning agent.
END OF SECTION
04 22 00: 3
SECTION 05 12 00 (05120) - STRUCTURAL
STEEL FRAMING
STRUCTURAL STEEL FRAMING
PART 1
GENERAL
1.01 SUMMARY
A.
Section Includes:
1.
B.
Structural Steel
Related Sections:
1.
Section 01 4500 - Quality Control: For independent testing agency procedures and
administrative requirements.
2.
Section 05 3100 - Steel Deck: For field installation of shear connectors.
3.
Section 05 5000 - Metal Fabrications: For loose steel bearing plates and miscellaneous
steel framing.
4.
Section 09 9100 - Painting: For surface preparation and priming requirements.
5.
Section 09 9600 - High Performance Coatings: For Exterior Railings and Steel items
within Interior Pool Rooms.
1.02 PERFORMANCE REQUIREMENTS
A.
Structural Performance: Engineer structural steel connections required by the Contract
Documents to be selected or completed by the fabricator to withstand design loadings
indicated.
B.
Engineering Responsibility: Engage a fabricator who utilizes a qualified professional engineer
to prepare calculations, Shop Drawings, and other structural data for structural steel
connections.
1.03 SUBMITTALS
A.
Product Data: For each type of product specified.
1.
Submit “Letter of Conformance” in accordance with Section 01 3300 indicating specified
items selected for use in project with the following supporting data:
a.
Shop Drawings detailing fabrication of structural steel components.
1)
Include details of cuts, connections, splices, camber, holes, and other pertinent
data.
2)
Indicate welds by standard AWS symbols, distinguishing between shop and
field welds, and show size, length, and type of each weld.
3)
Indicate type, size, and length of bolts, distinguishing between shop and field
bolts. Identify high-strength bolted slip-critical, direct-tension, or tensioned
shear/bearing connections.
4)
Include Shop Drawings signed and sealed by a qualified professional engineer
responsible for their preparation.
b.
Qualification data for firms and persons specified in the "Quality Assurance" Article
to demonstrate their capabilities and experience. Include lists of completed projects
with project names and addresses, names and addresses of architects and owners,
and other information specified.
c.
Mill test reports signed by manufacturers certifying that their products, including the
following, comply with requirements.
05 12 00 - 1
STEEL FRAMING
1)
Structural steel, including chemical and physical properties
2)
Bolts, nuts, and washers, including mechanical properties and chemical
analysis
3)
Direct-tension indicators
4)
Shear stud connectors
5)
Shop primers
6)
Nonshrink grout
A.
Installer Qualifications: Engage an experienced Installer with a minimum of five years
experience, who has completed structural steel work similar in material, design, and extent to
that indicated for this Project and with a record of successful in-service performance..
B.
Comply with applicable provisions of the following specifications and documents:
1.
2.
American Institute of Steel Construction Inc. (AISC) Publications:
a.
"AISC Code of Standard Practice for Steel Buildings and Bridges."
b.
"Specification for Structural Steel Buildings-Allowable Stress Design and Plastic
Design."
c.
"Load and Resistance Factor Design (LFRD) Specification for Structural Steel
Buildings."
d.
"Seismic Provisions for Structural Steel Buildings."
ASTM International Publications:
a.
A6 "Standard Specification for General Requirements for Rolled Steel Bars, Plates,
Shapes, and Sheet Piling."
b.
A27 "Standard Specification for Steel Castings, Carbon, for General Application"
c.
A36 "Standard Specification for Carbon Structural Steel".
d.
A53 "Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,
Welded and Seamless"
e.
A108 "Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished"
f.
A148 "Standard Specification for Steel Castings, High Strength, for Structural
Purposes"
g.
A325 "Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi
Minimum Tensile Strength"
h.
A490 "Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi
Minimum Tensile Strength"
i.
A500 "Standard Specification for Cold-Formed Welded and Seamless Carbon Steel
Structural Tubing in Rounds and Shapes"
j.
A501 "Standard Specification for Hot-Formed Welded and Seamless Carbon Steel
Structural Tubing"
k.
A572 "Standard Specification for High-Strength Low-Alloy Columbium-Vanadium
Structural Steel"
l.
A588 "Standard Specification for High-Strength Low-Alloy Structural Steel with 50
ksi [345 MPa] Minimum Yield Point to 4-in. [100-mm] Thick"
05 12 00 - 2
STEEL FRAMING
3.
m.
C1107 "Standard Specification for Packaged Dry, Hydraulic-Cement Grout
(Nonshrink)"
n.
E119 "Standard Test Methods for Fire Tests of Building Construction and Materials"
o.
E164 "Standard Practice for Ultrasonic Contact Examination of Weldments"
p.
E709 "Standard Guide for Magnetic Particle Examination
q.
F959 "Standard Specification for Compressible-Washer-Type Direct Tension
Indicators for Use with Structural Fasteners"
Research Council on Structural Connections (RCSC) Publications:
a.
"Specification for Structural Joints Using ASTM A325 or A490 Bolts."
b.
"Load and Resistance Factor Design Specification for Structural Joints Using
ASTM A325 or A490 Bolts."
C.
Professional Engineer Qualifications: A professional engineer who is legally authorized to
practice in the 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 projects with structural steel framing that are similar to that indicated for this
Project in material, design, and extent.
D.
Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding
Code--Steel."
1.
E.
Present evidence that each welder has satisfactorily passed AWS qualification tests for
welding processes involved and, if pertinent, has undergone recertification.
Pre-installation Conference: Conduct conference at Project site to comply with requirements
of Section 01 3100 "Project Management and Coordination."
A.
Deliver structural steel to Project site in such quantities and at such times to ensure continuity
of installation.
B.
Store materials to permit easy access for inspection and identification. Keep steel members
off ground by using pallets, platforms, or other supports. Protect steel members and
packaged materials from erosion and deterioration.
1.
Store fasteners in a protected place. Clean and relubricate bolts and nuts that become
dry or rusty before use.
2.
Do not store materials on structure in a manner that might cause distortion or damage to
members or supporting structures. Repair or replace damaged materials or structures as
directed.
1.06 SEQUENCING
A.
Supply anchorage items to be embedded in or attached to other construction without delaying
the Work. Provide setting diagrams, templates, instructions, and directions, as required, for
installation.
PART 2
PRODUCTS
2.01 MATERIALS
A.
Structural Steel Shapes, Plates, and Bars: As follows:
1.
Carbon Steel: ASTM A36.
2.
High-Strength, Low-Alloy Columbium-Vanadium Steel: ASTM A572, Grade 50.
3.
High-Strength, Low-Alloy Structural Steel: ASTM A588, Grade 50, corrosion resistant.
05 12 00 - 3
STEEL FRAMING
B.
Cold-Formed Structural Steel Tubing: ASTM A500, Grade B.
C.
Hot-Formed Structural Steel Tubing: ASTM A501.
D.
Steel Pipe: ASTM A53, Type E or S, Grade B.
1.
Finish: Black, except where indicated to be galvanized.
2.
Carbon-Steel Castings: ASTM A27, Grade 65-35, medium-strength carbon steel.
E.
High-Strength Steel Castings: ASTM A148, Grade 80-50.
F.
Shear Connectors: ASTM A108, Grade 1015 through 1020, headed-stud type, cold-finished
carbon steel, AWS D1.1, Type B.
G.
Anchor Rods, Bolts, Nuts, and Washers: As follows:
H.
I.
1.
Unheaded Rods: ASTM A36.
2.
Headed Bolts: ASTM A325, Type 1, heavy hex steel structural bolts and heavy hex
carbon-steel nuts.
3.
Headed Bolts: ASTM A490, Type 1, heavy hex steel structural bolts and heavy hex
carbon-steel nuts.
4.
Washers: ASTM A36.
High-Strength Bolts, Nuts, and Washers: ASTM A325, Type 1, heavy hex steel structural
bolts, heavy hex carbon-steel nuts, and hardened carbon-steel washers. Finish shall match
material connected unless noted otherwise on plans.
1.
Finish: Plain, uncoated.
2.
Finish: Hot-dip zinc-coating, ASTM A153, Class C.
Finish: Plain, uncoated.
b.
Finish: Mechanically deposited zinc-coating, ASTM B695, Class 50.
High-Strength Bolts, Nuts, and Washers: ASTM A490, Type 1, heavy hex steel structural
bolts, heavy hex carbon-steel nuts, and hardened carbon-steel washers, uncoated.
1.
J.
a.
Direct-Tension Indicators: ASTM F959, Type 490, uncoated.
Welding Electrodes: Comply with AWS requirements.
2.02 PRIMER
A.
Fabricator’s standard, fast-curing, lead-free, universal primer; selected for good resistance to
normal atmospheric corrosion, for compatibility with finish paint systems indicated and for
capability to provide a sound foundation for field-applied topcoats despite prolonged exposure,
complying with performance requirements of FS TT-P-664.
B.
Where prime painted steel is to receive sprayed-on fireproofing, the substrate shall provide
adequate adhesion. Coordinate with fireproofing installer in selecting primer paint to be used
to assure this requirement is met.
C.
Primer paint shall be compatible with finish coats on architecturally exposed steel.
1.
SSPC Paint 25 BCS, Type II, iron oxide, zinc oxide, raw linseed oil and Alkyd or one coat
of SSPC Paint 23, latex primer, as verified with top coat manufacturer.
2.03 GROUT
A.
Nonmetallic, Shrinkage-Resistant Grout: Premixed, nonmetallic, noncorrosive, nonstaining
grout containing selected silica sands, portland cement, shrinkage compensating agents,
plasticizing and water-reducing agents, complying with ASTM C1107, of consistency suitable
for application, and a 30-minute working time.
05 12 00 - 4
STEEL FRAMING
2.04 FABRICATION
A.
B.
C.
Fabricate and assemble structural steel in shop to greatest extent possible. Fabricate
structural steel according to AISC specifications referenced in this Section and in Shop
Drawings.
1.
Camber structural steel members where indicated.
2.
Identify high-strength structural steel according to ASTM A6 and maintain markings until
steel has been erected.
3.
Mark and match-mark materials for field assembly.
4.
Fabricate for delivery a sequence that will expedite erection and minimize field handling
of structural steel.
5.
Complete structural steel assemblies, including welding of units, before starting shoppriming operations.
6.
Comply with fabrication tolerance limits of AISC's "Code of Standard Practice for Steel
Buildings and Bridges" for structural steel.
Fabricate architecturally exposed structural steel with exposed surfaces smooth, square, and
free of surface blemishes, including pitting, rust and scale seam marks, roller marks, rolled
trade names, and roughness.
1.
Remove blemishes by filling, grinding, or by welding and grinding, prior to cleaning,
treating, and shop priming.
2.
Comply with fabrication requirements, including tolerance limits, of AISC's "Code of
Standard Practice for Steel Buildings and Bridges" for architecturally exposed structural
steel.
Thermal Cutting: Perform thermal cutting by machine to greatest extent possible.
1.
Plane thermally cut edges to be welded.
D.
Finishing: Accurately mill ends of columns and other members transmitting loads in bearing.
E.
Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear
connectors. Use automatic end welding of headed-stud shear connectors according to
AWS D1.1 and manufacturer's printed instructions.
F.
Steel Wall Framing: Select true and straight members for fabricating steel wall framing to be
attached to structural steel framing. Straighten as required to provide uniform, square, and
true members in completed wall framing.
G.
Welded Door Frames: Build up welded door frames attached to structural steel framing. Weld
exposed joints continuously and grind smooth. Plug-weld fixed steel bar stops to frames.
Secure removable stops to frames with countersunk, cross-recessed head machine screws,
uniformly spaced not more than 10 inches (250 mm) o.c., unless otherwise indicated.
H.
Holes: Provide holes required for securing other work to structural steel framing and for
passage of other work through steel framing members, as shown on Shop Drawings.
1.
Cut, drill, or punch holes perpendicular to metal surfaces. Do not flame-cut holes or
enlarge holes by burning. Drill holes in bearing plates.
2.
Weld threaded nuts to framing and other specialty items as indicated to receive other
work.
2.05 SHOP CONNECTIONS
A.
Shop install and tighten high-strength bolts according to RCSC's "Specification for Structural
Joints Using ASTM A325 or A490 Bolts."
05 12 00 - 5
STEEL FRAMING
B.
1.
Bolts: ASTM A325 high-strength bolts, unless otherwise indicated.
2.
Connection Type: Snug tightened, unless indicated as slip-critical, direct-tension, or
tensioned shear/bearing connections.
Weld Connections: Comply with AWS D1.1 for procedures, appearance and quality of welds,
and methods used in correcting welding work.
1.
Assemble and weld built-up sections by methods that will maintain true alignment of axes
without warp.
2.
Verify that weld sizes, fabrication sequence, and equipment used for architecturally
exposed structural steel will limit distortions to allowable tolerances. Prevent surface
bleeding of back-side welding on exposed steel surfaces. Grind smooth exposed fillet
welds 1/2 inch and larger. Grind flush butt welds. Dress exposed welds.
2.06 SHOP PRIMING
A.
B.
C.
D.
Shop prime steel surfaces, except the following:
1.
Surfaces embedded in concrete or mortar. Extend priming of partially embedded
members to a depth of 2 inches.
2.
Surfaces to be field welded.
3.
Surfaces to be high-strength bolted with slip-critical connections.
4.
Surfaces to receive sprayed-on fireproofing.
5.
Exterior Railings and surfaces within interior pool area to receive “high performance
coatings” require special primers. See Section 09 0600.
Surface Preparation: After inspection and before shipping, clean steelwork to be painted.
Remove loose rust, loose mill scale, and spatter, slag or flux deposits. Clean steel in
accordance with Steel Structures Painting Council (SSPC) as follows:
1.
All interior steel exposed to view SP6 commercial blast cleaned.
2.
All exterior steel exposed to weather SP10 near white blast cleaned.
3.
All other steel SP3 power tool cleaned.
Priming: Immediately after surface preparation, apply primer according to manufacturer's
instructions and at rate recommended by SSPC to provide a dry film thickness of not less than
2.0 mils (0.038 mm). Use priming methods that result in full coverage of joints, corners,
edges, and exposed surfaces.
1.
Stripe paint corners, crevices, bolts, welds, and sharp edges.
2.
Apply 2 coats of shop paint to inaccessible surfaces after assembly or erection. Change
color of second coat to distinguish it from first.
Paint Systems: Review painting specifications for finish paint systems. Coordinate surface
preparations of steel and type of primer used with specifications and the manufacturer’s
recommendations to insure compatibility.
2.07 SOURCE QUALITY CONTROL
A.
Contractor will engage an independent testing agency to perform QC inspection and testing
during the fabrication and installation. The Owner will engage an independent testing agency
to perform QA inspection and testing during the installation.
1.
Testing agency will conduct and interpret tests and state in each report whether test
specimens comply with or deviate from requirements.
2.
Provide testing agency with access to places where structural steel Work is being
fabricated or produced so required inspection and testing can be accomplished.
05 12 00 - 6
STEEL FRAMING
B.
Correct deficiencies in or remove and replace structural steel that inspections and test reports
indicate do not comply with specified requirements.
C.
Additional testing, at Contractor's expense, will be performed to determine compliance of
corrected Work with specified requirements.
D.
Joints Using ASTM A325 or A490 Bolts."
E.
Shop-bolted connections will be tested and inspected according to RCSC's "Load and
Resistance Factor Design Specification for Structural Joints Using ASTM A325 or A490 Bolts."
1.
F.
G.
Direct-tension indicator gaps will be verified to comply with ASTM F959, Table 2.
In addition to visual inspection of all welds, shop-welded full penetration welds will be
inspected and tested according to AWS D1.1 and the inspection procedures listed below, at
testing agency's option.
1.
Liquid Penetrant Inspection: ASTM E165.
2.
Magnetic Particle Inspection: ASTM E709; performed on root pass and on finished weld.
Cracks or zones of incomplete fusion or penetration will not be accepted.
3.
Radiographic Inspection: ASTM E94 and ASTM E142; minimum quality level "2-2T."
4.
Ultrasonic Inspection: ASTM E164.
In addition to visual inspection, shop-welded shear connectors will be inspected and tested
according to requirements of AWS D1.1 for stud welding and as follows:
1.
Bend tests will be performed when visual inspections reveal either less than a continuous
360-degree flash or welding repairs to any shear connector.
2.
Tests will be conducted on additional shear connectors when weld fracture occurs on
shear connectors already tested, according to requirements of AWS D1.1.
PART 3
EXECUTION
3.01 EXAMINATION
A.
Before erection proceeds, and with the steel erector present, verify elevations of concrete and
masonry bearing surfaces and locations of anchorages for compliance with requirements.
B.
Do not proceed with erection until unsatisfactory conditions have been corrected.
3.02 PREPARATION
A.
Provide temporary shores, guys, braces, and other supports during erection to keep structural
steel secure, plumb, and in alignment against temporary construction loads and loads equal in
intensity to design loads. Remove temporary supports when permanent structural steel,
connections, and bracing are in place, unless otherwise indicated.
3.03 ERECTION
A.
Set structural steel accurately in locations and to elevations indicated and according to AISC
specifications referenced in this Section.
B.
Base and Bearing Plates: Clean concrete and masonry bearing surfaces of bond-reducing
materials and roughen surfaces prior to setting base and bearing plates. Clean bottom
surface of base and bearing plates.
1.
Set base and bearing plates for structural members on wedges, shims, or setting nuts as
required.
2.
Tighten anchor bolts after supported members have been positioned and plumbed. Do
not remove wedges or shims but, if protruding, cut off flush with edge of base or bearing
plate prior to packing with grout.
05 12 00 - 7
STEEL FRAMING
3.
Pack grout solidly between bearing surfaces and plates so no voids remain. Finish
exposed surfaces, protect installed materials, and allow to cure.
a.
C.
Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for
Steel Buildings and Bridges."
1.
D.
Comply with manufacturer's instructions for proprietary grout materials.
Maintain erection tolerances of architecturally exposed structural steel within AISC's
"Code of Standard Practice for Steel Buildings and Bridges."
Align and adjust various members forming part of complete frame or structure before
permanently fastening. Before assembly, clean bearing surfaces and other surfaces that will
be in permanent contact. Perform necessary adjustments to compensate for discrepancies in
elevations and alignment.
1.
Level and plumb individual members of structure.
2.
Establish required leveling and plumbing measurements on mean operating temperature
of structure. Make allowances for difference between temperature at time of erection and
mean temperature at which structure will be when completed and in service.
E.
Splice members only where indicated.
F.
Remove erection bolts on welded, architecturally exposed structural steel; fill holes with plug
welds; and grind smooth at exposed surfaces.
G.
Do not use thermal cutting during erection unless approved by Engineer of Record.
H.
Finish sections thermally cut during erection equal to a sheared appearance.
I.
Do not enlarge unfair holes in members by burning or by using drift pins. Ream holes that
must be enlarged to admit bolts.
3.04 FIELD CONNECTIONS
A.
B.
Install and tighten high-strength bolts according to RCSC's "Specification for Structural Joints
Using ASTM A325 or A490 Bolts."
1.
Bolts: ASTM A325 high-strength bolts, unless otherwise indicated.
2.
Connection Type: Snug tightened, unless indicated as slip-critical, direct-tension, or
tensioned shear/bearing connections.
Weld Connections: Comply with AWS D1.1 for procedures, appearance and quality of welds,
and methods used in correcting welding work.
1.
Comply with AISC specifications referenced in this Section for bearing, adequacy of
temporary connections, alignment, and removal of paint on surfaces adjacent to field
welds.
2.
Assemble and weld built-up sections by methods that will maintain true alignment of axes
without warp.
3.
Verify that weld sizes, fabrication sequence, and equipment used for architecturally
exposed structural steel will limit distortions to allowable tolerances. Prevent surface
bleeding of back-side welding on exposed steel surfaces. Grind smooth exposed fillet
welds 1/2 inch and larger. Grind flush butt welds. Dress exposed welds.
A.
Owner will engage an independent testing and inspecting agency to perform field inspections
and tests and to prepare test reports.
1.
Testing agency will conduct and interpret tests and state in each report whether tested
Work complies with or deviates from requirements.
05 12 00 - 8
STEEL FRAMING
B.
Correct deficiencies in or remove and replace structural steel that inspections and test reports
indicate do not comply with specified requirements.
C.
Additional testing, at Contractor's expense, will be performed to determine compliance of
corrected Work with specified requirements.
D.
Field-bolted connections will be tested and inspected according to RCSC's "Specification for
Structural Joints Using ASTM A325 or A490 Bolts."
1.
E.
F.
Direct-tension indicator gaps will be verified to comply with ASTM F959, Table 2.
In addition to visual inspection of all welds, field-welded full penetration welds will be inspected
and tested according to AWS D1.1 and the inspection procedures listed below, at testing
agency's option.
1.
Liquid Penetrant Inspection: ASTM E165.
2.
Magnetic Particle Inspection: ASTM E709; performed on root pass and on finished weld.
Cracks or zones of incomplete fusion or penetration will not be accepted.
3.
Radiographic Inspection: ASTM E94 and ASTM E142; minimum quality level "2-2T."
4.
Ultrasonic Inspection: ASTM E164.
In addition to visual inspection, field-welded shear connectors will be inspected and tested
according to requirements of AWS D1.1 for stud welding and as follows:
1.
Bend tests will be performed when visual inspections reveal either less than a continuous
360-degree flash or welding repairs to any shear connector.
2.
Tests will be conducted on additional shear connectors when weld fracture occurs on
shear connectors already tested, according to requirements of AWS D1.1.
3.06 CLEANING
A.
Touchup Painting: Immediately after erection, clean field welds, bolted connections, and
abraded areas of shop paint. Apply paint to exposed areas using same material as used for
shop painting.
1.
B.
Apply by brush or spray to provide a minimum dry film thickness of 1.5 mils.
Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and
abraded areas of shop paint on structural steel are included in Section 09 9100 "Painting."
END OF SECTION
05 12 00 - 9
SECTION 05 31 00
STEEL DECK
STEEL DECK
PART 1
GENERAL
1.01 RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.02 SUMMARY
A.
This Section includes the following:
1.
B.
Roof deck.
Related Sections include the following:
1.
Division 5 Section "Metal Fabrications" for framing deck openings with miscellaneous
steel shapes.
2.
Division 9 painting Sections for repair painting of primed deck.
1.03 SUBMITTALS
A.
Product Data: For each type of deck, accessory, and product indicated.
B.
Shop Drawings: Show layout and types of deck panels, anchorage details, reinforcing
channels, pans, cut deck openings, special jointing, accessories, and attachments to other
construction.
C.
Product Certificates: For each type of steel deck, signed by product manufacturer.
D.
Welding certificates.
E.
Field quality-control test and inspection reports.
F.
Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified
testing agency, indicating that each of the following complies with requirements:
1.
G.
Power-actuated mechanical fasteners.
Research/Evaluation Reports: For steel deck.
A.
Testing Agency Qualifications: An independent agency qualified according to ASTM E 329 for
testing indicated.
B.
Source Limitations for Electrified Cellular Floor Deck: Obtain cellular floor-deck units and
compatible electrical components, such as preset inserts, activation kits, afterset inserts,
service fittings, header ducts, and trench header ducts, from same manufacturer.
C.
Welding: Qualify procedures and personnel according to AWS D1.3, "Structural Welding
Code - Sheet Steel."
D.
Fire-Test-Response Characteristics: Where indicated, provide steel deck units identical to
those tested for fire resistance per ASTM E 119 by a testing and inspecting agency
acceptable to authorities having jurisdiction.
1.
Fire-Resistance Ratings:
inspecting agency.
Indicated by design designations of applicable testing and
2.
Steel deck units shall be identified with appropriate markings of applicable testing and
inspecting agency.
05 31 00 - 1
SECTION 05 31 00
STEEL DECK
E.
AISI Specifications: Comply with calculated structural characteristics of steel deck according
to AISI's "North American Specification for the Design of Cold-Formed Steel Structural
Members."
F.
Electrical Raceway Units: Provide UL-labeled cellular floor-deck units complying with UL 209
and listed in UL's "Electrical Construction Equipment Directory" for use with standard header
ducts and outlets for electrical distribution systems.
G.
FMG Listing: Provide steel roof deck evaluated by FMG and listed in its "Approval Guide,
Building Materials" for Class 1 fire rating and Class 1-90 windstorm ratings.
A.
Protect steel deck from corrosion, deformation, and other damage during delivery, storage,
and handling.
B.
Stack steel deck on platforms or pallets and slope to provide drainage.
waterproof covering and ventilate to avoid condensation.
1.
PART 2
Protect with a
Protect and ventilate acoustical cellular roof deck with factory-installed insulation to
maintain insulation free of moisture.
PRODUCTS
2.01 MANUFACTURERS
A.
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
B.
Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1.
Steel Deck:
a.
ASC Profiles, Inc.
b.
Canam Steel Corp.;The Canam Manac Group.
c.
Consolidated Systems, Inc.
d.
DACS, Inc.
e.
D-Mac Industries Inc.
f.
Epic Metals Corporation.
g.
Marlyn Steel Decks, Inc.
h.
New Millennium Building Systems, LLC.
i.
Nucor Corp.; Vulcraft Division.
j.
Roof Deck, Inc.
k.
United Steel Deck, Inc.
l.
Valley Joist; Division of EBSCO Industries, Inc.
m.
Verco Manufacturing Co.
n.
Wheeling Corrugating Company; Div. of Wheeling-Pittsburgh Steel Corporation.
2.02 ROOF DECK
A.
Steel Roof Deck: Fabricate panels, without top-flange stiffening grooves, to comply with "SDI
Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 30, and with the
following:
05 31 00 - 2
SECTION 05 31 00
STEEL DECK
1.
Prime-Painted Steel Sheet: ASTM A 1008/A 1008M, Structural Steel (SS), Grade 80
(550) minimum, shop primed with manufacturer's standard baked-on, rust-inhibitive
primer.
a.
Color: Gray.
2.
Select steel grade and zinc-coating weight from options in subparagraph below.
3.
Galvanized Steel Sheet: ASTM A 653/A 653M, Structural Steel (SS), Grade 80 (550),
G90 (Z275) zinc coating.
4.
Galvanized and Shop-Primed Steel Sheet: ASTM A 653/A 653M, Structural Steel (SS),
Grade 80 (550), G60 (Z180) zinc coating; cleaned, pretreated, and primed with
manufacturer's standard baked-on, rust-inhibitive primer.
a.
Color: Gray.
5.
Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792/A 792M, Structural Steel (SS),
Grade 33 (230) minimum, AZ50 (AZ150) aluminum-zinc alloy coating.
6.
Deck Profile: Type WR, wide rib.
7.
Cellular Deck Profile: Type WR, wide rib, with bottom plate.
8.
Design Uncoated-Steel Thickness: As indicated in drawings.
9.
Select span used in design from subparagraph below.
10. Span Condition: Triple span or more.
11. Side Laps: Overlapped.
2.03 ACCESSORIES
A.
General: Provide manufacturer's standard accessory materials for deck that comply with
requirements indicated.
B.
Mechanical Fasteners: Corrosion-resistant, low-velocity, power-actuated or pneumatically
driven carbon-steel fasteners; or self-drilling, self-threading screws.
C.
Side-Lap Fasteners: Corrosion-resistant, hexagonal washer head; self-drilling, carbon-steel
screws, No. 10 minimum diameter.
D.
Flexible Closure Strips: Vulcanized, closed-cell, synthetic rubber.
E.
Miscellaneous Sheet Metal Deck Accessories: Steel sheet, minimum yield strength of 33,000
psi, not less than 0.0359-inch design uncoated thickness, of same material and finish as deck;
of profile indicated or required for application.
F.
Pour Stops and Girder Fillers: Steel sheet, minimum yield strength of 33,000 psi, of same
material and finish as deck, and of thickness and profile as recommended by SDI Publication
No. 30 for overhang and slab depth.
G.
Column Closures, End Closures, Z-Closures, and Cover Plates:
material, finish, and thickness as deck, unless otherwise indicated.
H.
Piercing Hanger Tabs: Piercing steel sheet hanger attachment devices for use with floor
deck.
I.
Weld Washers: Uncoated steel sheet, shaped to fit deck rib, 0.0598 inch 0.0747 inch thick,
with factory-punched hole of 3/8-inch minimum diameter.
J.
Recessed Sump Pans: Single-piece steel sheet, 0.0747 inch thick, of same material and
finish as deck, with 3-inch- wide flanges and level sloped recessed pans of 1-1/2-inch
minimum depth. For drains, cut holes in the field.
05 31 00 - 3
Steel sheet, of same
SECTION 05 31 00
STEEL DECK
K.
Flat Sump Plate: Single-piece steel sheet, 0.0747 inch thick, of same material and finish as
deck. For drains, cut holes in the field.
L.
Galvanizing Repair Paint: ASTM A 780 SSPC-Paint 20 , with dry film containing a minimum of
94 percent zinc dust by weight.
M.
Repair Paint: Manufacturer's standard rust-inhibitive primer of same color as primer.
PART 3
EXECUTION
3.01 EXAMINATION
A.
Examine supporting frame and field conditions for compliance with requirements for
installation tolerances and other conditions affecting performance.
3.02 INSTALLATION, GENERAL
A.
Install deck panels and accessories according to applicable specifications and commentary in
SDI Publication No. 30, manufacturer's written instructions, and requirements in this Section.
B.
Install temporary shoring before placing deck panels, if required to meet deflection limitations.
C.
Locate deck bundles to prevent overloading of supporting members.
D.
Place deck panels on supporting frame and adjust to final position with ends accurately
aligned and bearing on supporting frame before being permanently fastened. Do not stretch
or contract side-lap interlocks.
1.
Align cellular deck panels over full length of cell runs and align cells at ends of abutting
panels.
E.
Place deck panels flat and square and fasten to supporting frame without warp or deflection.
F.
Cut and neatly fit deck panels and accessories around openings and other work projecting
through or adjacent to deck.
G.
Provide additional reinforcement and closure pieces at openings as required for strength,
continuity of deck, and support of other work.
H.
Comply with AWS requirements and procedures for manual shielded metal arc welding,
appearance and quality of welds, and methods used for correcting welding work.
I.
Mechanical fasteners may be used in lieu of welding to fasten deck. Locate mechanical
fasteners and install according to deck manufacturer's written instructions.
3.03 ROOF-DECK INSTALLATION
A.
B.
Fasten roof-deck panels to steel supporting members by arc spot (puddle) welds of the
surface diameter indicated or arc seam welds with an equal perimeter that is not less than 11/2 inches long, and as follows:
1.
Weld Diameter: 5/8 inch, nominal.
2.
Weld Spacing: Weld edge and interior ribs of deck units with a minimum of two welds per
deck unit at each support. Space welds 12 inches apart in the field of roof and 6 inches
apart in roof corners and perimeter, based on roof-area definitions in FMG Loss
Prevention Data Sheet 1-28.
3.
Weld Washers: Install weld washers at each weld location.
Side-Lap and Perimeter Edge Fastening: Fasten side laps and perimeter edges of panels
between supports, at intervals not exceeding the lesser of 1/2 of the span or 18 inches , and
as follows:
1.
Mechanically fasten with self-drilling, No. 10 diameter or larger, carbon-steel screws.
2.
Mechanically clinch or button punch.
05 31 00 - 4
SECTION 05 31 00
STEEL DECK
3.
C.
End Bearing: Install deck ends over supporting frame with a minimum end bearing of 1-1/2
inches, with end joints as follows:
1.
D.
Install reinforcing channels or zees in ribs to span between supports and weld .
Miscellaneous Roof-Deck Accessories: Install ridge and valley plates, finish strips, end
closures, and reinforcing channels according to deck manufacturer's written instructions.
Weld to substrate to provide a complete deck installation.
1.
F.
End Joints: Lapped 2 inches minimum .
Roof Sump Pans and Sump Plates: Install over openings provided in roof deck and weld
flanges to top of deck. Space welds not more than 12 inches apart with at least one weld at
each corner.
1.
E.
Fasten with a minimum of 1-1/2-inch- long welds.
Weld cover plates at changes in direction of roof-deck panels, unless otherwise indicated.
Flexible Closure Strips: Install flexible closure strips over partitions, walls, and where
indicated. Install with adhesive according to manufacturer's written instructions to ensure
complete closure.
A.
Testing Agency: Contractor will engage a qualified independent testing and inspecting agency
to perform field tests and inspections and prepare test reports.
B.
Field welds will be subject to inspection.
C.
Testing agency will report inspection results promptly and in writing to Contractor and
Architect.
D.
Remove and replace work that does not comply with specified requirements.
E.
Additional inspecting, at Contractor's expense, will be performed to determine compliance of
corrected work with specified requirements.
3.05 REPAIRS AND PROTECTION
A.
Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of
deck with galvanized repair paint according to ASTM A 780 and manufacturer's written
instructions.
B.
Repair Painting: Wire brush and clean rust spots, welds, and abraded areas on both surfaces
of prime-painted deck immediately after installation, and apply repair paint.
1.
C.
Apply repair paint, of same color as adjacent shop-primed deck, to bottom surfaces of
deck exposed to view.
Provide final protection and maintain conditions to ensure that steel deck is without damage or
deterioration at time of Substantial Completion.
END OF SECTION
05 31 00 - 5
SECTION 05 50 00 METAL FABRICATIONS
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
Furnish and install impact bollards.
QUALITY ASSURANCE
A.
Industry standards:
1.
AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings"
2.
Steel Structures Painting Council (SSPC)
B.
1.
Fabricator shall be approved under AISC Fabricator Certification Program Class II.
PART 2 - PRODUCTS
2.1
GENERALLY
A.
2.2
Visual characteristics:
1.
For metal work that will be exposed to view, use only materials that are smooth and free of
surface blemishes such as pitting, seam marks, roller marks, rolled trade names and roughness.
STEEL COMPONENTS
A.
2.3
Pipe sections / impact bollards: ASTM A53/A53M Type E/S Grade B, Schedule 80.
ACCESSORIES
A.
Primer Paint: Fabricator’s standard lead and chromate free, nonasphaltic, rust-inhibitive primer.
B.
Grout: Non-metallic non-shrink factory-mixed ferrous aggregate grout, CRD C588 Type M.
1.
Mix to proper consistency as per manufacturer's instructions.
2.4
FABRICATION
A.
Generally:
1.
Shop-assemble components as much as practicable to minimize field connections.
2.
Cut, drill, or punch holes as required for bolted connections.
3.
Ease exposed metal edges to approximately 1/32" radius.
4.
After removing scale, rust and other deleterious materials, apply one coat shop-applied primer
paint to all surfaces except those to be embedded in concrete or mortar.
PART 3 - EXECUTION
3.1
ASSEMBLIES
A.
Pipe bollards: Set in wet concrete. Fill pipe with concrete, rounding off top to shed water.
END OF SECTION
05 50 00: 1
SECTION 07 19 00 WATER REPELLANT SEALER
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
Furnish and install water-repellant sealer for exterior masonry.
QUALITY ASSURANCE
A.
Warranty: Manufacturer's standard.
B.
1.
Applicator shall have had experience in applying masonry sealer for least 5 years on other
Projects of similar scope to this Project, and shall be currently approved by manufacturer.
1.3
JOB CONDITIONS
A.
Field testing:
1.
Masonry to receive sealer must have a moisture content as recommended by the manufacturer;
verify moisture content at several locations using a test method recommended by the
manufacturer.
2.
Prior to beginning work, apply sealer to in-place masonry at several 10x10 feet test areas
randomly selected, and allow to cure; inspect tested areas to confirm satisfactory performance.
B.
Do not proceed with application of coatings during inclement weather.
1.
Install coatings when temperature is in ranges recommended by the manufacturer.
2.
Do not apply sealer on windy days.
1.4
SUBMITTALS
A.
Product Data: All products; include sealer performance standards over a 10-year period.
B.
Certifications:
1.
Manufacturer's written approval of applicator.
2.
List of similar projects where the proposed sealer has been successfully used.
PART 2 - PRODUCTS
2.1
SEALER
A.
Water-based penetrating siloxane sealer, non-staining, low-VOC, and will cure clear without altering the
masonry surface appearance.
B.
Minimum performance criteria:
1.
Solids: 7%-10%
2.
VOC / ASTM 3960: <210g/L
3.
Reduction of water penetration / ASTM 514: 90%
4.
Reduction of water absorption / ASTM C140: 90%
5.
Reduction of water absorption / ASTM C67: 95%
6.
Surface deterioration/discoloration: None
7.
Resistance to sunlight and alkalinity: Excellent
07 19 00: 1
PART 3 - EXECUTION
3.1
PREPARATION
A.
3.2
Prepare surfaces as recommended by the manufacturer.
1.
Remove all efflorescence prior to sealer application.
INSTALLATION
A.
Install coatings to exterior face of exposed brick masonry in strict conformance with manufacturer's
instructions and recommendations, without voids, at a coverage rate recommended by the manufacturer
for specific Project conditions.
B.
Protect adjacent surfaces as required during application.
1.
Take particular precaution to prevent sealer from coming into contact with glass surfaces and
sealants.
2.
Protect adjacent walkways and pedestrians.
3.
Protect adjacent parking areas and vehicles.
4.
Clean up any spills and over sprays.
END OF SECTION
07 19 00: 2
SECTION 07 54 23 TPO MEMBRANE ROOFING
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
Furnish and install TPO sheet roofing systems, including roof insulation.
QUALITY ASSURANCE
A.
Industry standards:
1.
National Roofing Contractors Association (NRCA).
2.
Single Ply Roofing Institute (SPRI).
3.
Underwriters Laboratories (UL): Class A.
4.
Factory Mutual: 1-60 wind resistance, as applicable for specific site conditions.
5.
Individual conditions not specifically detailed on the drawings shall be executed in accordance
with the manufacturer's recommendations.
B.
1.
The roofing system applicator shall be currently approved by the manufacturer.
2.
Application of roofing materials shall be by personnel completely familiar with the products and
the manufacturer's recommended methods.
C.
Warranty:
1.
Manufacturer's 20-year warranty, covering roofing membrane, membrane flashings, fasteners,
adhesives, and any other components provided by the roofing system manufacturer.
D.
Miscellaneous provisions:
1.
Provide system components from a single manufacturer to the greatest extent possible.
2.
All components shall be furnished or approved by the roofing system manufacturer.
1.3
SUBMITTALS
A.
1.4
Product data: All products, including:
JOB CONDITIONS
A.
Prior to beginning work:
1.
Survey the roof deck to confirm drainage patterns and slope conditions, including significant
depressed or raised areas.
2.
Correct conditions that could impede positive drainage of the roof surface.
B.
Environmental conditions:
1.
Proceed with work only when existing and forecasted weather conditions permit work to be
performed in accordance with the manufacturer's requirements.
2.
Exercise special measures recommended by the manufacturer for cold weather procedures.
3.
Provide temporary weathertight membrane seals when membrane installation extends overnight.
4.
Install no roofing when ponding of water is present.
C.
Materials storage and handling:
1.
Avoid placing stored materials on in-place membranes. Provide protective non-abrasive
overlayment where appropriate.
2.
Cover stored materials to prevent exposure to sun and moisture. Secure to prevent displacement
by wind.
07 54 23: 1
PART 2 - PRODUCTS
2.1
ROOF INSULATION
A.
Insulation shall be approved by the membrane manufacturer.
1.
Panel size shall be as appropriate for applicable Warranty conditions.
2.
Thickness: See the Drawings.
B.
Polyisocyanurate foam boards: HCFC-free ASTM C1289 Type II Class 1, with inorganic glass fiber
facers on both sides. Material shall meet these characteristics:
1.
LTTR thermal value: 5.6 per inch thickness
2.
Flamespread ASTM E84: less than 50
3.
Compressive strength ASTM D1621: 20-psi
4.
Nominal density ASTM D1622: 2.0 lb/cf
5.
Water absorption ASTM C209: less than 1% volume
6.
Moisture vapor transmission ASTM E96: less than 1 perm
7.
Dimensional stability ASTM D2126: 2% max.
8.
Minimum recycled content: 25% post-consumer / 15% post-industrial
2.2
MEMBRANE SYSTEM
A.
Manufacturers: Firestone Industrial Products, Carlisle Syntec Systems, Versico.
B.
Provide largest sheets possible as determined by job conditions.
C.
Fully adhered systems: 0.060-mil thick, white reinforced TPO (Thermoplastic Polyolefin). Membrane
thickness over the reinforcing scrim (top-ply thickness) shall be nominal 0.015-mil thick. Material shall
meet these characteristics:
D.
Membrane flashings: Manufacturer’s standard.
2.3
ADHESIVES
A.
For attaching insulation board to structural decks:
provided by the system manufacturer.
B.
For attaching membrane to insulation board: As approved by the roofing system manufacturer for
specific substrate conditions.
2.4
2-component spray-applied polyurethane foam,
WOOD NAILERS
A.
2.5
No. 2 Grade S4S Southern Pine or Douglas Fir, untreated, kiln-dried to 15% moisture content after
treatment.
1.
Mechanical fasteners: Galvanized steel for untreated wood.
ACCESSORIES
A.
Termination bars: 1/8" x 1" aluminum bar, or other product approved by the system manufacturer.
B.
Sealants, pourable sealer, sealer pockets: As recommended by the system manufacturer, and as
required for a complete installation.
PART 3 - EXECUTION
3.1
GENERALLY
07 54 23: 2
A.
3.2
Sequence the installation process so that traffic and materials storage on completed roofing areas is
minimized.
PREPARATION OF SUBSTRATE
A.
3.3
Examine roof substrates; repair any defects before installation of new roofing systems, including sharp
projections. Infill any voids or depressions using matching or compatible materials.
1.
Confirm that pipes, curbs, and other appurtenances are properly supported and extended to the
proper height above the finished roof surface.
WOOD NAILERS
A.
Install nailers along roof perimeter, at roof openings, slope transitions, and at other locations as
recommended by the roofing system manufacturer.
B.
Mechanically fasten in accordance with SPRI ES-1 and FM 1-49. Fasten with sufficient penetration to
resist a force of 200 pounds per linear foot. Space fasteners as follows:
1.
Maximum 12” on center
2.
Maximum 6” on center within 25 feet of outside building corners
3.
4” from ends of boards
C.
Build up and taper top nailer surface to flush with adjacent insulation surface. Countersink bolts up to ¾”
to eliminate protrusions.
D.
Provide 1/8" gaps between ends of nailers to allow transmission of water vapor.
3.4
BOARD-TYPE ROOF INSULATION
A.
3.5
Generally:
1.
Adhere boards to structural metal deck in strict accordance with manufacturer’s instructions.
2.
Place long edges of bottom layer parallel to deck flutes, with joints over solid bearing.
3.
Fit boards with no more than 1/4" separation.
ADHERED MEMBRANES
A.
Position membrane over the acceptable substrate. Fold membrane sheet back lengthwise (onto itself)
so half the underside of the membrane is exposed.
B.
Apply adhesive in accordance with the manufacturer's published instructions.
1.
Do not apply adhesive along splice edge of the membrane to be hot-air welded over the adjoining
sheet.
C.
Position adjoining sheets to allow a minimum overlap of 2 inches.
D.
Hot-air weld membrane sheets using an Automatic Hot Air Welding Machine or Hot Air Hand Welder in
accordance with the manufacturer's instructions.
1.
At all splice intersections, roll the seam with a silicone roller to ensure a continuous hot air welded
seam. When using .060” thick membrane, overlay splice intersections with non-reinforced
flashing.
E.
Probe all seams once the hot air welds have thoroughly cooled.
F.
Apply cut-edge sealant on cut edges of membrane (where the scrim reinforcement is exposed) after
seam probing is complete.
1.
Cut-edge sealant is not required on vertical splices.
07 54 23: 3
3.6
UPON COMPLETION
A.
Repair wrinkles, fishmouths, and other imperfections in accordance with manufacturer’s instructions.
END OF SECTION
07 54 23: 4
SECTION 07 60 05 SHEET METAL FLASHINGS
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
Furnish and install custom-formed sheet metal shapes and flashings that are not specified in other
Sections.
QUALITY ASSURANCE
A.
Industry standards:
1.
SMACNA "Architectural Sheet Metal Manual"
2.
American Aluminum Manufacturer’s Association (AAMA)
3.
ANSI/SPRI ES-1.
PART 2 - PRODUCTS
2.1
SHEET METAL
A.
Generally: Hem exposed edges.
B.
Aluminum: Smooth-surface, gauge as follows:
1.
Fascias, gravelguards: 0.040”
2.
Cleats and splice back-up plates: 0.050”
3.
Wall flashings: 0.040”
4.
Gutters, downspouts: 0.040”
C.
Finish: Kynar fluorocarbon paint coating. Color to match existing.
2.2
FABRICATION
A.
Copings and fascias: See the Drawings.
B.
Gutters and downspouts:
1.
Fabricate back face of gutters 1” higher than the front face overflow line.
2.
Provide strap hangers of material to match gutter. Provide ¼” mesh hardware cloth (material to
match gutter) screening for gutters and conductor heads.
3.
Provide debris strainers for downspouts.
2.3
ACCESSORIES
A.
Solder: As recommended by flashing sheet manufacturer.
B.
Adhesive: As recommended by flashing sheet manufacturer.
C.
Mechanical fasteners: Galvanized or stainless steel, type as recommended by the manufacturer for
specific substrate conditions.
1.
Provide non-corrosive clips, straps, and other accessories as required for a complete installation.
D.
Mastic sealant: Polyisobutylene.
07 60 05: 1
PART 3 - EXECUTION
3.1
GENERALLY
A.
Install materials as detailed on the drawings and as required to achieve watertight performance.
B.
Fasteners shall be completely concealed unless detailed specifically otherwise.
1.
Any exposed fasteners shall receive EPDM washers, encapsulated with sealant.
C.
Carefully pre-drill masonry to receive mechanical fasteners to prevent shattering.
3.2
METAL FLASHINGS
A.
Generally:
1.
Seal penetrations in sheet metal with mastic sealant.
2.
Attachment methods that are integral with roofing systems shall comply with ANSI/SPRI ES-1.
B.
Cleats: Provide interlocking cleats as required, continuous as far as practicable.
1.
Space any non-continuous cleats at maximum 4 feet on center.
2.
At joints, install 3” wide concealed inter-locking splice plate and seal water-tight.
C.
Gutters: Install with hangers, at the minimum slope required to achieve drainage to downspouts. Install
hardware cloth continuously along the top of gutters.
D.
Downspouts, conductor heads:
1.
Seal watertight to gutters. Anchor to building walls with straps.
2.
Install hardware cloth at top of openings. Where applicable, ensure that downspouts are properly
connected to storm sewer system.
END OF SECTION
07 60 05: 2
SECTION 07 61 13 SHEET METAL ROOFING
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
Furnish and install structural metal roofing system.
QUALITY ASSURANCE
A.
Individual conditions not specifically detailed on the Drawings shall be executed in conformance with the
manufacturer's instructions.
B.
Warranty:
1.
Manufacturer's 20-year Warranty for flouropolymer coating.
C.
1.
Manufacturer: At least 15 years of experience in fabrication of metal roofing. The specified panel
system shall have been in use for at least 15 years.
2.
Installer: At least 5 years of experience in the installation of concealed clip metal roof systems.
Currently approved by the roofing manufacturer.
1.3
PERFORMANCE TESTING REQUIREMENTS
A.
1.4
The entire roofing system shall be subject to testing by an independent laboratory for the following:
1.
Air infiltration per ASTM E283: No more than 0.0157 cfm/sf of panel.
2.
Water penetration per ASTM E331: No uncontrollable leakage.
3.
U.L. Class 90 rating.
4.
Panels shall withstand a 250-lb. concentrated load applied to a four square-inch area at the
center of the panel at mid-span between supports with no panel deformation, rib buckling, or
panel sidelap separation.
SUBMITTALS
A.
Provide the following submittals.
1.
Product data. Include certified testing reports.
2.
Color selection chart for coating.
3.
Shop drawings showing erection procedures and accessories.
PART 2 - PRODUCTS
2.1
METAL ROOF PANELS
A.
Acceptable manufacturers: SpanSeam by AEP Span, or equivalent product by McElroy Metal, Centria,
Morin.
B.
Panel construction:
1.
Sheet metal: 22-gauge Galvalume sheet conforming to ASTM A792, AZ50 coating. Provide
longitudinal ribs minimize oil canning.
2.
Panel width: As recommended by the manufacturer for specific project conditions.
3.
Standing seam height: Minimum 2-1/2”.
07 61 13: 1
C.
Finish: Exterior-exposed surfaces shall receive factory-applied 1.0 mil, dry film thickness, primer coat
on both sides with a 1.0 mil dry film thickness, 70% Hylar 5000 or 70% Kynar 500 color topcoat, free of
surface defects.
1.
Color: To be selected from the manufacturer’s standard range.
D.
Concealed clips: 16 gauge G-90 galvanized steel, ASTM A653, concealed fastening “G” or “S” clips.
1.
Clips shall provide unlimited, unimpeded movement.
E.
Flashing: Same material, gauge, finish and color as panels.
2.2
ACCESSORIES
A.
Fasteners:
1.
Self-tapping combination steel screws and neoprene washers.
2.
Exposed screws shall be 300 series stainless steel, color to match finish.
3.
Concealed screws shall be 300 series stainless steel or carbon steel.
4.
Rivets as recommended by the manufacturer.
B.
Sealants:
1.
Field applied panel sealant shall be extruded polymeric butyl tape, non-skinning.
2.
Exposed sealant shall be one component skinning polyurethane joint sealant, color to be
coordinated with roof panel.
PART 3 - EXECUTION
3.1
PREPARATION OF SUBSTRATE
A.
The installer shall examine the building to verify that the structure is ready for roof installation.
B.
Field check dimensions and check support alignment with a taut string or wire:
1.
Support misalignment that will cause panel “oil-canning”.
3.2
METAL ROOFING SYSTEM
A.
Install roofing system with in accordance with erection drawings and instructions.
B.
Attachment method shall allow for thermal expansion and contraction of the roof panels.
C.
Install panels in one continuous length from ridge to eave.
1.
Seal the top and bottom of the metal butyl tape caulking or equal.
2.
Seam panels and battens together with electric powered seaming machine supplied by
manufacturer.
3.
Protect installed panels from abuse by other trades.
3.3
CLEANING
A.
To prevent rust staining, remove immediately from finished surfaces any filings caused by drilling or
cutting.
B.
Wipe down each area after erection is complete for final acceptance.
END OF SECTION
07 61 13: 2
SECTION 07 90 00 JOINT PROTECTION
PART 1 - GENERAL
1.1
SUMMARY
A.
1.2
Furnish and install joint sealants that are not specified elsewhere.
JOB CONDITIONS
A.
Do not proceed with exterior sealant installations during inclement weather. Install sealants only when
temperature is within ranges recommended by the manufacturer.
PART 2 - PRODUCTS
2.1
SEALANTS
A.
2.2
For general exterior use: Multi-component non-sag polyurethane sealant.
1.
Classification: TTS-00227E, Class A, Type II and ASTM C920 Type M, Grade NS, Class 50
ACCESSORIES
A.
Primer, bond-breaker tape, backer rods: As recommended by the sealant manufacturer.
PART 3 - EXECUTION
3.1
GENERALLY
A.
Install sealants in strict conformance with the manufacturer's instructions, without voids.
B.
Install where indicated on the Drawings and at:
1.
Perimeter of exterior wall opening frames and penetrations
2.
Other locations as required for a watertight building envelope
3.2
JOINT PREPARATION
A.
Cleaning and priming:
1.
Do not allow primer to spill onto adjoining surfaces.
2.
Install bond-breaker tape where recommended by the manufacturer to prevent three-surface
adhesion.
B.
Install backer rods in joints exceeding 1/8" width, positioned to achieve sealant depth of 1/4" to 1/2".
3.3
SEALANTS
A.
Install sealants to a smooth concave surface, slightly below adjoining surfaces, with straight edges and
without voids.
B.
Protect adjoining surfaces; remove any spillage immediately.
C.
Cure sealants according to the manufacturer's instructions and recommendations.
END OF SECTION
07 90 00: 1
SECTION 09 90 00 PAINTING
PART 1 - GENERAL
1.1
SUMMARY
A.
Furnish and install field-applied paint coating systems.
B.
Factory-applied coatings are described in other Sections of the Specifications.
C.
Painting of concealed surfaces is not required, except as specified otherwise.
1.2
QUALITY ASSURANCE
A.
1.3
Warranty:
1.
General: One year against discoloration, cracking, peeling, blistering, mildew, and other defects
JOB CONDITIONS
A.
Apply coatings only when temperature of surfaces to be coated and surrounding air are between 50°F 95°F for water-based paints or between 45°F-95°F for solvent-thinned paints, unless otherwise
permitted by manufacturer.
B.
Do not apply coatings in inclement weather or when humidity exceeds 85% unless the areas and
surfaces to be coated are enclosed and heated to specified temperature ranges, or unless otherwise
permitted by manufacturer.
C.
Do not apply coatings to damp or wet surfaces or near where dust is being generated.
PART 2 - PRODUCTS
2.1
GENERAL
A.
Manufacturers:
1.
Sherwin Williams
2.
Duron
3.
Porter
4.
Rustoleum
5.
Devoe
6.
PPG Pittsburgh
B.
Topcoats: Premium quality grade coatings, types as specified in COATING SCHEDULE.
C.
Primers: Undercoats specially formulated for proper adherence to applicable substrates and to receive
specified topcoats.
D.
Thinners: As approved by coatings manufacturer.
2.2
COATING SCHEDULE
A.
General:
1.
New surfaces without a factory-applied finish coating shall be field-coated in accordance with the
following protocol, whether specifically called for on the Drawings or not.
2.
The numbers of coats specified are minimums.
09 90 00: 1
B.
Exterior surfaces:
1.
Primed steel: Touch up factory primer + 2 coats semi-gloss aliphatic acrylic polyurethane
2.
Galvanized steel: 1 coat zinc dust-zinc oxide primer + 2 coats semi-gloss aliphatic acrylic
polyurethane
3.
Fiber-cement panels: 1 coat primer + 2 coats flat acrylic emulsion
PART 3 - EXECUTION
3.1
PREPARATION OF SURFACES
A.
3.2
Perform preparation and cleaning of surfaces to receive coatings according to manufacturers'
instructions and recommendations.
1.
Remove dirt and grease, pencil marks, and other deleterious substances that may impede full
adhesion.
2.
Protect surrounding finished surfaces as required.
APPLICATION
A.
Mix and apply coatings according to manufacturers' instructions, using tools and techniques best suited
for the particular Project conditions.
B.
Maintain maximum area coverage per gallon of material according to manufacturers' recommendations.
1.
Apply additional coats beyond those specified in Part 2 when required to cover undercoat stains
or other conditions which are visible through the final coat.
C.
Finish shall be free of laps, runs, irregularity in color or sheen, and other imperfections visible to the
naked eye from five feet.
D.
Clean surrounding surfaces of paint spillage as work progresses.
E.
Paint exposed structural deck and framing and other materials as directed.
END OF SECTION
09 90 00: 2

construct new triturator - Rock City Construction Co., Inc.

Transcription

Similar documents

Pay Application #4 - the Public Building Commission of Chicago

How to Open an Account with Great Lakes Credit Union (GLCU)

NEWS FLASH

the PDF

GranQuartz - Ameripolish

GranQuartz

Concrete Sound Barrier Broucher

Permaguard - Cyntech.ca

Corrosion of Steel in Concrete

CSAH 5 Newletter - Sherburne County