HomeMy WebLinkAboutResolution - 2003-R0541 - Contract For Secretary Vault Renovation - Minnix Commercial - 12/08/2003 (2)Resolution No. 2003-RO541
December 8, 2003
Item No. 20
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock, a Contract for the City
Secretary vault renovation, by and between the City of Lubbock and Minnix Commercial
of Lubbock, Texas, and related documents. Said Contract is attached hereto and
incorporated in this resolution as if fully set forth herein and shall be included in the
minutes of the City Council.
Passed by the City Council this
8th day of December , 2003.
A-�
ARC MC UGAL, MAYOR
ATTEST:
Garza, City Secretary
APPROVED AS TO CONTENT:
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Victor Kilma , Purchasing M ager
APPROVED AS TO FORM:
Linda L. Chamales
Supervising Attorney/Office Practice
gs/ccdocs/Contract-Minnix Commercial.res
Nov. 21, 2003
CITY OF LUBBOCK
INVITATION TO BID
FOR
TITLE: CITY SECRETARY VAULT RENOVATION
ADDRESS: LUBBOCK, TEXAS
ITB NUMBER: 151-03/RS
PROJECT NUMBER: 9193.9211.30000
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
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NOTICE TO BIDDERS
GENERAL INSTRUCTIONS TO BIDDERS
BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS
PAYMENT BOND
PERFORMANCE BOND
CERTIFICATE OF INSURANCE
CONTRACT
GENERAL CONDITIONS OF THE AGREEMENT
CURRENT WAGE DETERMINATIONS
SPECIFICATIONS
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NOTICE TO BIDDERS
NOTICE TO BIDDERS
ITB #151-03/RS
Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the
- office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 3:00
o'clock p.m. on the 3rd day of September, 2003, or as changed by the issuance of formal addenda to all planhclders, to
furnish all labor and materials and perform all work for the construction of the following described project:
"CITY SECRETARY VAULT RENOVATION"
After the expiration of the time and date above first written, said sealed bids will be opened in the office of the
Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to ensure that his bid is actually in
t. the office of the Purchasing Manager for the City of Lubbock, before the expiration of the date above first written.
Bids are due at 3:00 o'clock p.m. on the 3rd day of September, 2003, and the City of Lubbock City Council will
consider the bids on the 18th day of September, 2003, at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as
soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities.
I The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government
Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $1,00,000 and the
successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the
amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds
should be issued by a company carrying a current Best Rating of B or superior.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified
check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without
�m4recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a
guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within fifteen (15) days after
notice of award of the contract to him.
It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local
conditions under which the work is to be done. It shall be understood and agreed that all such factors have been
thoroughly investigated and considered in the preparation of the bid submitted. There will be a non -mandatory pre -bid
conference on 26th day of August, 2003 at 10:00 o'clock a.m., in the Engineering Conference Room 107, Lubbock,
Texas.
Bidders may view the plans and specifications without charge at Lubbock City Hall, 1625 13th Street, Lubbock,
Texas, Purchasing Department, Room L-04. Plans and specifications may be obtained by the bidder for a $100.00
refundable deposit per set. Plans and specifications may be obtained from Parkhill, Smith & Cooper, 4222 85th
Street, Lubbock, Texas 79423, Phone: (806) 473-2200. Plans and specifications will be shipped at the bidder's
expense. If bidder requires overnight or second day expedited method parcel shipment, the bidder will incur shipping
charges and must furnish the name of the service to be used and the bidder's account number.
Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included
in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is
specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a,
Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the
contractor of the prevailing rates of wages as heretofore established by owner in said wage scale.
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this
advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to
this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in
consideration for an award.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and
bid openings are available to all persons regardless of disability. If you would like bid information made available in a more
accessible format or if you require assistance, please contact the City of Lubbock ADA Coordinator at (806) 775-2018 at
least 48 hours in advance of the meeting.
CITY OF LUBBOCK
VICTOR KIL N
PURCHASING MANAGER
GENERAL INSTRUCTIONS TO BIDDERS
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GENERAL INSTRUCTIONS TO BIDDERS
BID DELIVERY TIME & DATE
1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish CITY SECRETARY VAULT
RENOVATION per the attached specifications and contract documents. Sealed bids will be received no
later than 3:00 p.m. CST, the 3rd day of September, 2003 at the office listed below. Any bid received
after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and
supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-hand
corner: "ITB #151-03/RS, CITY SECRETARY VAULT RENOVATION" and the bid opening date and
time. Bidders must also include their company name and address on the outside of the envelope or
container. Bids must be addressed to:
Victor Kilman, Purchasing Manager
City of Lubbock
1625 13th Street, Room L-04
Lubbock, Texas 79401
1.2 Bidders are responsible for making certain bids are delivered to the Purchasing Department. Mailing of a
bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver
bid, we suggest that he/she use some sort of delivery service that provides a receipt.
1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier
service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic
transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS.
1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an
addendum.
PRE -BID MEETING
2.1 For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda
as needed for the clarification of the Invitation to Bid (ITB) documents, a non -mandatory pre -bid meeting
will be held at 10:00 a.m., Auqust 26th 2003 in Engineering Conference Room 107 Lubbock, Texas. All
persons attending the meeting will be asked to identify themselves and the prospective bidder they
represent.
2.2 It is the bidder's responsibility to attend the pre -bid meeting though the meeting is not mandatory. The
City will not be responsible for providing information discussed at the pre -bid meeting to bidders who do
not attend the pre -bid meeting.
ADDENDA & MODIFICATIONS
3.1 Any changes, additions, or clarifications to the ITB are made by written bid addenda.
3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may
request an interpretation thereof from the Purchasing Department. At the request of the bidder, or in the
event the Purchasing Department deems the interpretation to be substantive, the interpretation will be
made by written addendum issued by the Purchasing Department. Such addendum issued by the
Purchasing Department will be sent to all bidders receiving the original Invitation to Bid (ITB) and will
become part of the bid package having the same binding effect as provisions of the original bid. NO
VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for
interpretation considered, the request must be submitted in writing and must be received by the City of
Lubbock Purchasing Department no later than five (5) days before the bid closing date.
3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock
shall not be legally bound by any amendment or interpretation that is not in writing. Only information
supplied by the City of Lubbock Purchasing Department in writing or in this ITB should be used in
preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with
any individuals, employees, or representatives of the City and any information that may have been read in
any news media or seen or heard in any communication facility regarding this bid should be disregarded in
preparing responses.
3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders.
4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS
4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all
requirements before submitting a bid to ensure that their bid meets the intent of these specifications.
4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations
that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to
Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to
comply, in every detail, with all provisions and requirements of the Invitation to Bid.
4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents,
shall be given to the Purchasing Manager and a clarification obtained before the bids are received,
and if no such notice is received by the Purchasing Manager prior to the opening of bids, then it
shall be deemed.that the bidder fully understands the work to be included and has provided
sufficient sums in its bid to complete the work in accordance with these plans and specifications.
If bidder does not notify Purchasing Manager before bidding of any discrepancies or omissions,
then it shall be deemed for all purposes that the plans and specifications are sufficient and
adequate for completion of the project. It is further agreed that any request for clarification must
be submitted no later than five (5) calendar days prior to the opening of bids.
5 BID PREPARATION COSTS
5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the
preparation and submission of a bid.
5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or
equipment.
5.3. All costs related to the preparation and submission of a bid shall be paid by the bidder.
6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT
6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision,
including trade secrets and commercial or financial information, clearly identify those portions.
6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to
release such information initially, but please note that the final determination of whether a particular
portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from
public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the
event a public information request is received for a portion of your bid that you have marked as being
confidential information, you will be notified of such request and you will be required to justify your legal
position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In
the event that it is determined by opinion or order of the Texas Attorney General or a court of competent
jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the
Government Code and Section 252.049 of the Local Government Code, then such information will be
made available to the requester.
6.3 Marking your entire bid CONFIDENTIAL/PROPRIETARY is not in conformance with the Texas Open
Records Act.
7 LICENSES PERMITS TAXES
The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may
be required to pay.
8 UTILIZATION OF LOCAL BUSINESS RESOURCES
Prospective bidders are strongly encouraged to explore and implement methods for the utilization of local
resources, and to outline in their bid submittal how they would utilize local resources.
9 CONFLICT OF INTEREST
9.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any
employee, official or agent of the City of Lubbock.
9.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered,
conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment,
advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion
concerning this bid.
10 CONTRACT DOCUMENTS
10.1 All work covered by the contract shall be done in accordance with contract documents described in the
General Conditions.
10.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for
the construction of this project and shall be responsible for the satisfactory completion of all work
contemplated by said contract documents.
11 PLANS FOR USE BY BIDDERS
It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by
the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without
charge or forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice
to Bidders.
12 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS
12.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the
bidder's responsibility to advise the Purchasing Manager if any language, requirements, etc., or any
combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source.
Such notification must be submitted in writing and must be received by the City of Lubbock Purchasing
Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be
made.
12.2 NO BIDDER SHALL REQUEST ANY INFORMATION' VERBALLY. ALL REQUESTS ':FOR ADDITIONAL
INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) MUST BE
SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE :BID
CLOSING DATE AND ADDRESSED TO:
RON SHUFFIELD, SENIOR BUYER
City of Lubbock
1625 13'h Street
Lubbock, Texas 79401
Fax: (806) 775-2164
Email: RShuffield@mail.ci.lubbock.tx.us
13 TIME AND ORDER FOR COMPLETION
13.1 The construction covered by the contract documents shall be fully completed within NINETY (90)
CONSECUTIVE CALENDAR DAYS from the date specified in the Notice to Proceed issued by the City of
Lubbock to the successful bidder.
13.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided,
£ however, the City reserves the right to require the Contractor to submit a progress schedule of the work
contemplated by the contract documents. In the event the City requires a progress schedule to be
submitted, and it is determined by the City that the progress of the work is not in accordance with the
progress schedule so submitted, the City may direct the Contractor to take such action as the City deems
necessary to ensure completion of the project within the time specified.
14 PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the
contract documents.
15 AFFIDAVITS OF BILLS PAID
The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute
an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements
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contemplated by the contract documents have been paid in full and that there are no claims pending, of which the
Contractor has been notified.
16 MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade will
be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve
the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until
incorporated into the project. The presence or absence of a representative of the City on the site will not relieve
the Contractor of full responsibility of complying with this provision. The specifications for materials and methods
set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to
procure a satisfactory project.
, 17 GUARANTEES
17.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against
defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner,
a written general guarantee which shall provide that the Contractor shall remedy any defects in the work,
i and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects
appear within ONE year from date of final acceptance of the work as a result of defective materials or
workmanship, at no cost to the Owner (City of Lubbock).
17.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and
warrants fault -free performance and fault -free result in the processing date and date -related data
(including, but not limited to calculating, comparing and sequencing) of all hardware, software and
firmware products delivered and services provided under this Contract, individually or in combination, as
the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be
recognized and accommodated and will not, in any way, result in hardware, software or firmware failure.
The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the
procedures it intends to follow in order to comply with all the obligations contained herein.
17.3 The obligations contained herein apply to products and services provided by the Contractor, its sub-
contractor or any third party involved in the creation or development of the products and services to be
delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations
�- contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and
under this Contract including, but not limited to, its right pertaining to termination or default.
17.4 The warranties contained herein are separate and discrete from any other warranties specified in this
Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the
Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or
any document incorporated in this Contract by reference.
- 18 PLANS FOR THE CONTRACTOR
The contractor will be furnished one set of plans and specifications, and related contract documents for his use
during construction. Plans and specifications for use during construction will only be furnished directly to the
Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or
others, as required for proper prosecution of the work contemplated by the Contractor.
19 PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials,
supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any
and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the
- date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have
been opened and before the contract has been awarded, to require of a bidder the following information:
(a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by
-s the intended contract and all work in progress with bond amounts and percentage completed.
(b) A sworn statement of the current financial condition of the bidder.
wy (c) Equipment schedule.
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20 TEXAS STATE SALES TAX
20.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions
ry'�; of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act.
20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the
materials to be incorporated into the work without paying the tax at the time of purchase.
21 PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a
r way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or
other underground structures which might or could be damaged by Contractor during the construction of the
project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the
location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve
the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by
Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by
Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense.
;. 22 BARRICADES AND SAFETY MEASURES
The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and
shall take such other precautionary measures for the protection of persons, property and the work as may be
necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs,
and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and
replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of
�tx barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of
acceptance of the project.
23 EXPLOSIVES
23.1 The use of explosives will not be permitted unless written permission to do so is obtained by the
Contractor from the City. In all cases where written permission is obtained for the use of explosives, the
( Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of
the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use
utmost care so as not to endanger life or property and the Contractor shall further use only such methods
as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity.
23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor.
23.3 In all cases where explosives are to be used during the construction of the project contemplated by this
contract, it shall be the duty of the Contractor to notify each utility company having structures (above or
below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such
notice shall be given sufficiently in advance to enable the companies to take such steps as they may
deem necessary to protect their property from injury. Such notice, however, shall not relieve the
Contractor of responsibility for any damage resulting from his blasting operations.
24 CONTRACTOR'S REPRESENTATIVE
r The successful bidder shall be required to have a responsible local representative available at all times while the
work is in progress under this contract. The successful bidder shall be required to furnish the name, address and
telephone number where such local representative may be reached during the time that the work contemplated by
this contract is in progress.
25 INSURANCE
25.1 The Contractor shall not commence work under this contract until he has obtained all insurance as
required in the General Conditions of the contract documents, from an underwriter authorized to do
business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City
and written notice of cancellation or any material change will be provided ten (10) days in advance of
cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right
to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this
contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also
shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact
business in the State of Texas and shall cover all operations in connection with this contract, whether
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performed by the Contractor or a subcontractor, or separate policies shall be provided covering the
operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be
submitted before contract execution.
25.2 PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A
CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE
CITY OF LUBBOCK AS AN ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN
I FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE
ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK
ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE
INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH
SUBCONTRACTOR.
26 LABOR AND WORKING HOURS
26.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages
included in these contract documents. The wage rate that must be paid on this project.shall not be less
than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The
bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil
Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations
thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract
documents does not release the Contractor from compliance with any wage law that may be applicable.
Construction work under this contract requiring an inspector will not be performed on weekends or
holidays unless the following conditions exist:
26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary
service to its citizens.
26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is
approaching the penalty provisions of the contract and Contractor can show he has made a
diligent effort to complete the contract within the allotted time.
26.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the
Contractor must notify the Owner's Representative not less than three full working days prior to the
weekend or holiday he desires to do work and obtain written permission from the Owner's Representative
to do such work. The final decision on whether to allow construction work requiring an inspector on
weekends or holidays will be made by the Owner's Representative.
26.3 In any event, if a condition should occur or arise at the site of this project or from the work being done
under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately
commence work, regardless of the day of the week or the time of day, to correct or alleviate such
condition so that it is no longer dangerous to property or life.
27 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS
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The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project
under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount,
not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the
work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or
Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his
classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the
j copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made,
or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees
according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which
schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on
whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each
calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his
particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these
contract documents.
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28 PROVISIONS CONCERNING ESCALATION CLAUSES
}' Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or
., decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the
bidder without being considered.
' 29 PREPARATION FOR BID
-`, 29.1 The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be
correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to
do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly
r and legibly, or typewritten. In case of discrepancy between the price written in words and the price written
in figures, the price written in words shall govern.
29.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a
bid is submitted by a firm, association, or partnership, the name and address of each member must be
given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If
+. the bid is submitted by a company or corporation, the company or corporate name and business address
must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing
agents or others to sign bids must be properly certified and must be in writing and submitted with the bid.
The bid shall be executed in ink.
29.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and
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endorsed on the outside of the envelope in the following manner:
t _ 28.3.1 Bidder's name
28.3.2 Bid for (description of the project).
29.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids,
but no bid may be withdrawn or altered thereafter.
.., 29.5 Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been
opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE,
ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR
TO BID OPENING.
30 BOUND COPY OF CONTRACT DOCUMENTS
Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the
following:
(a) Notice to Bidders.
(b) General Instructions to Bidders.
(c) Bidder's Submittal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
Q) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders.
If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered
i incorporated by reference into the aforementioned contract documents.
31 QUALIFICATIONS OF BIDDERS
The bidder may be required before the award of any contract to show to the complete satisfaction of the City of
Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein
in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy
the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations
deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall
furnish to the City of Lubbock all information for this purpose that may be requested. The bidder's bid may be
deemed not to meet specifications or the bid may be rejected if the evidence submitted by, or investigation of, the
bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the
contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include:
(a) The ability, capacity, skill, and financial resources to perform the work or provide the service required.
(b) The ability of the bidder to perform the work or provide the service promptly or within the time specified,
without delay or interference.
(c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder.
(d) The quality of performance of previous contracts or services.
1,`
32 BID AWARD
f : 32.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to
waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole
discretion. Unless otherwise specified herein, the City shall award the bid based on the Total Bid Amount.
32.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to
specifications is primary in determining the best low bid. Failure to comply with the specifications may
result in disqualification of the bid.
32.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be
cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to
determine possible Anti -Trust violations.
32.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than
lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder
would be required to underbid the nonresident bidder in the nonresident bidders' home state.
32.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the
State of Texas and under the laws of the State of Texas. In connection with the performance of work, the
Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all
other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the
same may be applicable.
32.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR
FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE. ORDER FOR
GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS
INVITATION TO BID.
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BID SUBMITTAL
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BID SUBMITTAL.
LUMP SUM BID CONTRACT
DATE: September 03, 2003
PROJECT NUMBER: #151-03/RS - CITY SECRETARY VAULT RENOVATION
Bid of M i nn i x Commercial (hereinafter called Bidder)
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your Invitation to Bid for the construction of a CITY SECRETARY VAULT RENOVATION
having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract
documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of
the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and
supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time
set forth therein and at the price stated below. The price to cover all expenses incurred in performing the work required
under the contract documents.
`f is �iiC7 1 tl®i�f 1►'� Si1O !fb%�OQr7� AU—N-Yj� kOC� S ($
M9444'17VWY Fria 7HOtJAW &b &WM 0611W _($ Z, 1 zoo • co )
TOTAL BID:fi5erydNr mtJStr�UD �/6� rallA/DL'>z7i t1111U�' , oyem `s __($ �'��
(Amount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.)
Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written
"Notice to Proceed" of the Owner and to fully complete the project within 90 (NINETY) consecutive calendar days
thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner
as liquidated damages the sum of $250 (TWO HUNDRED FIFTY) for each consecutive calendar day in excess of the time
set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract
documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with
instruction number 28 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the
bidding.
The Bidder agrees that this bid shall be good end may not be withdrawn for a period of thirty (30) calendar days
after the scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the
_ - plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to
commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on
which he has bid; as provided in the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or
certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable
without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the
bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all
necessary bonds (if required) within fifteen (15) days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certified Check for
Dollars ($ ) or a Bid Bond in the sum of Five Percent Dollars
($ 5% ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the
event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents,
insurance certificates, and the required bond (if any) with the Owner within fifteen (15) days after the date of
receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the
undersigned upon demand.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract
documents made available to him for his inspection in accordance with the Notice to Bidders.
Pursuant to Texas Local Government Code 252.043(a), a
competitive sealed bid that has been opened may not be
changed for the purpose of correcting an error in the bid
price. THEREFORE, ANY CORRECTIONS TO THE BID
PRICE MUST BE MADE ON THE BID SUBMITTAL FORM
PRIOR TO BID OPENING.
-- (Seal if Bidder is a Corporation)
ATTEST:
Secre
Bidder acknowledges receipt of the following addenda:
Addenda No.
Date
Addenda No.
Date
Addenda No.
Date
Addenda No.
Date
M/WBE Firm:
Woman
Dat * Se tember 0 200
Olth?fiLre'd Signature
Jerry Smith
(Printed or Typed Name)
Minnix Commercial
Company
14302 S.
Slide Rd
Address
Lubbock
,Lubbock
City,
County
TX
'79424
State
Zip Code
Telephone: 806 - 798-7005
Fax: 806 798-9761
American
Native
2
LIST OF SUBCONTRACTORS
Minority Owned
Yes
No
1.
0
0
2.
0
0
3.
0
0
4.
0
0
5.
0
0
6.
0
❑
7.
❑
0
8.
❑
0
9.
0
0
10.
0
0
0
CITY OF LUBBOCK
INSURANCE REQUIREMENT AFFIDAVIT
To Be Completed by Bidder
And Attached to Bid Submittal
I, the undersigned Bidder, certify that the insurance requirements contained in this bid document have
been reviewed by me with the below identified Insurance Agent/Broker. If I am awarded this contract
by the City of Lubbock, 1 will be able to, within fifteen (15) days after being notified of such award by
the City of Lubbock, Furnish a valid insurance certificate to the city meeting all of the requirements
defined in this bid/proposal.
Minnix Commercial
o actor (Signature) Contractor (Print)
CONTRACTOR'S FIRM NAME: Minnix Commercial
(Print of Type)
CONTRACTOR'S FIRM ADDRESS: 14302 S. Slide Rd.
Lubbock, Texas 79424
Name of Agent/Broker: David Tate Insurance Agency
Address of Agent/Broker: 5233 79th
City/State/Zip: Lubbock, Texas 79424
Agent/Broker Telephone Number: (806) 794-1177
Date: September 03,2003
If the time requirement specified above is not met, the City has the right to reject this
bid/proposal and award the contract to another contractor. If you have any questions
concerning these requirement, please contact the Purchasing Manager for the City of
Lubbock at (806) 775-2165.
BID ITB #151-03R/S — CITY SECRETARY VAULT RENOVATION
THE AMERICAN INSTITUTE OF ARCHITECTS
AIA Document A310
Bid Bond
KNOW ALL MEN BY THESE PRESENTS, thatwe Minnix Commercial
14302 S. Slide Road
Lubbock, TX 79424
as Principal, hereinafter called the Principal, and Merchants Bonding Company (Mutual)
2100 Fleur Drive — Des Moines, IA 50321
a corporation duly organized under the laws of the State of Iowa
as Surety, hereinafter called the Surety, are held and firmly bound unto City of Lubbock
1625 13th Street
Lubbock, TX 79401
as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT OF THE GREATEST AMOUNT BID
Dollars ($ 5 % G.A.B. ),
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves,
our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, The Principal has submitted a bid for
City Secretary Vault Renovations
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the
Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or
Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment
of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such
Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty
hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract
with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in
full force and effect.
Signed and sealed this 3rd day of September , 2003.
Minnix Commercial
Q� r
(Princrpaf) (Seal)
04
' (Witness)
/'i +v a �i7U► �.vc/"
(Ale)
(Witness)
Merchants Bonding Company (Mutual)
rl (Surety) (Seal)
Don E. Smith ('Title) Attorney -In -Fact
AIA DOCUMENT A310 . BID BOND. AIA 0. FEBRUARY 1970 ED . THE AMERICANNSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON,
�" D.C. 20006 1
Merchants Bonding Company
(Mutual)
POWER OF ATTORNEY Bond No.
Know All Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under
the laws of the State of Iowa, and having its principal office in the City of Des Moines, County of Polk, State of Iowa, hath made,
constituted and appointed, and does by these presents make, constitute and appoint
Don E. Smith
of Carrollton and State of Texas its true and lawful Attomey-in-Fact, with full power
and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any
and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such
instrument shall not exceed the amount of:
Two Million Five Hundred Thousand ($2,500,000.00) Dollars
and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or
undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all the acts of
said Attomey-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed.
This Power-of-Attomey is made and executed pursuant to and by authority of the following Amended Substituted and Restated By -
Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16, 2002.
ARTICLE II, SECTION 8 - The Chairman of the Board or President or any Vice President or Secretary shall have power and
authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the
Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature
thereof.
ARTICLE II, SECTION 9 - The signature of any authorized officer and the Seal of the Company may be affixed by facsimile
to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking,
recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the
same force and effect as though manually fixed.
In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and
its corporate seal to be hereto affixed, this 1st day of January, 2003.
••�1NG,C?4A•
m��oRPOA'•9•
• y
' G 9A :Z.c
: y 1933
• rj •C4.
• 6 •a .
STATE OF IOWA
COUNTY OF POLK ss.
MERCHANTS BONDING COMPANY (MUTUAL)
By /--V7 77eee
President
On this 1 st day of January, 2003, before me appeared Lary Taylor, to me personally known, who being by me duly swom did say that
he is President of the MERCHANTS BONDING COMPANY (MUTUAL), the corporation described in the foregoing instrument, and that the
Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf
of said Corporation by authority of its Board of Directors.
In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first
above written.
1
L MARILYN BOYD
Commission Number 10012
oW� My Commission Expires
November 4, 2004
Notary Public, Polk County, Iowa
STATE OF IOWA
COUNTY OF POLK ss.
I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing
is a true and correct copy of the POWER -OF -ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is
still in full force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Company on this 3Ld day of SepbmbEr 2Q03
��o,• oRP tl q9, qy.�
: y 1933 c'
Secretary
L MSC 0814 (2/03)
PAYMENT BOND
I
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I
THE AMERICAN INSTITUTE OF ARCHITECTS
AIA t)acumeatA$12
Bond No.; Tx 59991
Payment Bond
Any singular reference to Contractor, Surety, Owner or other party shalt be considered plural where applicable.
CONTRACTOR (Name and Address):
Minnix Commercial, Inc.
14302 S. Slide Road
Lubbock, TX 79424
OWNER (Name and Address):
City of Lubbock
162513`b Street
Lubbock, TX 79401
CONSTRUCTION CONTRACT
D'ete: nth rip-romlwr 20i11
Amount: ��s9a.o
Dascriptl (Namd an Location):
SURETY (Name and Principal Place of Businessy
Merchants Bonding Company (Mutual)
2100 Fleur Drive
Des Moines, IA 50321
City Secretary Vault Renovation
Bid *151-03lRS
BOND Lubbock, TX
Date (Not earlier than Construction Contract Data):
Amount: S41.890 00
Modifications to this.oncl:
CONTRACTOR AS PRINCIPAL
Company: (Corporate Seal)
Minnix Commercial, ln+e.
__. Signatur�r:
Name a _
(Any additional signatures appear on page 6)
(FOR* )NFQRMATION om-Y--Name, Address and
ANENT or BROKER:
Smith Construction Bonding
3116 Kellway Drive - Suite 110
Carrollton, TX 75006
8tb December 2003
0 None
SURETY
0 See Page 6
Company; (Corporate Seal)
Merch Bonding C pa (Mutual)
Slanature:
Name and : Larry m , Atto:rngy-In-Faet
OWNER'S REPRESENTATIVE (Architect, Engineer or
other party):
Ron Shufiield, Senior Buyer
Telco.
8061717a-2117A
Tele. 972-732-8175
DOCUM
12
THE AMERMAE N iN3ST TUTC QF AR HrrECTS, 1 M; NEW YO KPAYMENT BAVE. N.W. WASH1NG70N, D.C. 2000
A3 12-11984 4
11'11 RD PRIN'nNG + MARCH 1987
I The Contractor and the Surety, jointly and severally,
bind themselves, their heirs, executors, administrators,
ma erials and equipOSsorg and ment fns urnished shedd fthe orrto usepIn the pertor-
mance of the Construction Contract, which is incorpo-
rated herein by reference,
2 With respect to the Owner, this obligation shall be
null and void if -the Contractor:
B When the Claimant has satisfied the conditions of
Paragraph 4, the Surety shall promptly and at the
Surety's expense take the following actions;
0.1 Send an answer to the Claimant, with a ,Copy to
the Owner, within 45 days after receipt of the claim,
statin the amounts that are undisputed and the basis
for challenging any amounts that are disputed.
2.1 Promptly makes payment, directly or indirectly 6.2 Pay
or arrange for payment of any undisputed
for all sums due Claimants, and
2.2 Defends, indemnifies and holds harmless the
Owner from claims, demands, liens or suits by any
person or entity whose claim, demand, lien or suit is
for the payment for labor, materials or equipment fur-
nished for use in the performanes of the Construction
Contract, provided the Owner has promptly notified
the Contractor and the Surety (at the address
described in Paragraph 12) of any Claims, demands,
liens or suits and tendered defense of such claims,
demands, liens Or suits to the Contractor and the
;Surety, and provided there is no Owner Default,
3 With respect to Claimants, this obligtion shell be
null and void if the Contractor promptly makes pay-
ment, directly or indirectly, for all sums due.
e The Surety shall have no obligation to Claimants
under this Bond until:
4.1 Claimants who are employed by or have a direct
contract with the Contractor have given notice to the
Surety (at the address described in Paragraph 12) and
sent a copy, or notice thereof, to the Owner, stating
that a claim is being made under this Bond and, with
substantial accuracy, the amount of the claim.
4,2 Claimants who do not have a direst contract
with the Contractor:
.1 Have furnished written notice to the Con-
tractor and sent a copy, or notice thereof, to
the Owner, within 90 days after having last
performed labor or last furnished materials or
equipmsubstantial accuracy, the amount of nt included in the claim tthe claim
and the name of the party to whom the
materials were furnished or supplied or for
whom the labor was done or performed; and
.2 Have either received 8 rejection in whole or
In part from the Contractor, or not received
within 30 days of furnishing the above no-
tice any communication from the Contractor
by which the Contractor has indicated the
Claim will be paid directly or indirectly; and
•3 Not having been paid within the above 30
days, have sent a written notice to .the Surety
(at the address described in Paragraph 12) and
sent a copy, or notice thereof, to the Owner,
stating that a claim is being made under this
Brand and enclosing sal copy of the previous
written notice furnished to the Contractor.
5 If a notice required by Paragraph 4 is given by the
Owner to the Contractor or to the Surety, that is suffi-
cient compliance.
7 The Surety's total obligation shalt not exceed the
amount of this Bond, and the amount of this Bond shall be
credited for any payments made in good faith by the Surety,
11 Amounts owed by the Owner to the Contractor under
the Construction Contract shall be used for the perfor.
Mence of the Construction Contract and to satisfy claims.
if an , under any Construction Performance Bond. By
the Contractor furnishing and the Chimer accepting this
Bond, they agree that all funds earned by the Contractor
in the performance of the Construction Contract
are
dedicated to Satisfy obliga>ttions of the Contractor and
the Surety under this Bond, subject to the Owner's prior-
ity to use the funds for the completion of the work.
9 The Surety shalt not be liable to the Owner, Claimants
or others for obligations of the Contractor that are unrelat-
ed to the Construction Contract. The Owner shall not be
liable for payment of any costs or expenses of any Claim.
ant under this Bond, and shah have under this Bond no obli-
gations to make payments to, give notices on behalf of, or
otherwise have obligations to Claimants under this Bond.
10 The Surety hereby waives notice of any change,
including changes of time, to the Construction Contract
or to related subcontracts, purchase orders and other
obligations,
11 No suit or action ahall be commenced by a Claimant
under this Bond other than in a count of competent juris-
diction in the location in which the work or part of the
work is located or after the etaipeatlion of one year from the
date (1) on which the Claimart gam the ncCe mqulmd by
Subparagraph 4.1 or Clause 4.2 S, ar (2j on which the last
labor or service was porkwn*4d by anyone or the leaf male-
rials or equipment were furnished by anyone under the Con-
atructioh Con
tract, whichever of (1) or {2) i a t occurs. if the
provisions of this Paragraph are void or prohibited by law,
the minimum period Of limitation aysailable to sureties as a
defense in the jurisdiction of the suit shall be applicable.
12 Notice to the Surety, the Owner or the Contractor
shalt be mailed or delivered to the adress shown on the
signature page. Actual receipt of notice by Surety, the
Owner or the Contractor, however accomplished, shall
be sufficient compliance as of the data received at than
address shown on the signature page,
U When this Bond has been furnished to comply with a
statutory or other legal requirement in the location where
the construction was to be perk3mled, any provision in this
Bond conflicting with said statutory or legal requirement
shall be deemed deleted herefrom and provisions con-
forming to ;such statutory or other legal ,requirement shall
be deemed incorporated herein. The intent is that this
AIA DOO MENT A3i2 PERFtlRMANCE BOND AND PAYMENT aeOND • GECEMBER 1004 ED. s AIA 40
THE AMERICAN INS riTuTE OF ARCHITECTS. 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 2000e A312-1984 5
THiRO PRINTING + MARCH ia)a ?
Bond shall be construed as a statutory bong and not as a
common law bond.
14 Upon request by any parson or entity appearing to be a
Potential beneficiary of this Bond, the Contractor shalt
Promptly furnish S Ctrpy of this Bond or shall permit a copy
to be made.
1E DEFINITIONS
15-1 Claimant: An individual or entity having a direct
contract with the Contractor or with a subcontractor of
the Contractor to furnish labor, materials or equip_
ment for use in the performance of the Contract. The
intent of this Bond shall be to include without limita-
tion in the terms "sabot, materials or equipment' that
Pan of telephone service rentals ehqupme tlsused tins the
MODIFICATION$ to THIS BOND ARE AS FOLLOW$.
Construction Contract. arChtteoturat and engineering,
uired for performance of the work of the
Contractor&erand the Contractor, $ subcontractors, and
all other Items for which a mechanic's lien may be
asserted In the jurisdiction wher s the labor, materials
or equipment were furnished.
15.2 Construction Contrao: The agrasment between
the Owner and the Contractor identified on the sig-
nature page, Including all Contract Documents and
changes thereto.
15-3 Clwner defeelt: Failure of the ova w which has
neither been remedied nor waived, to pay the Qon-
tractor as required by the Construction (�onbact or to
perform and complete ar comply with the other terms
thereof.
(Space is provided below for addtional signatures of added parties, other than those appearing on the aver page,)
CAS t�RINCIPAL SURETY
Company:
(Corporate $eal) Company:
(Corporate veal)
Name e an Slgn�ture:
ilia
Addresss:: : Name an tie:
Addregs:
Address:
AJA DOER��
THE 4►ICAN INSTITUTE OF AR Hrmc-rs, 735 NEW Yn K AVE. N.W WASH NGTON D.C. �pqg THIRD PRINTING • MARCH 19er A$1•1�
mercnants Wncing Company
(MUTUAL) -
POWER OF ATTORNEY
Know All Persona By These Presents, that the MERCHANTS 80NOING COMPANY (MUTUAL), a corporation duly organized under the
laws of the State of (Owe, end having its principal office In the City of Deb Moines, County of Polk, State of Iowa. hash made. constituted
acid appo nk�msconstitute and appoint
Larry Truman .Smith
at . Lubbock and State of Texas its true and lawful Attomay-in-Fact, with full power
and authority hereby conferred in its name. place and stead, to Sign, execute, acknowledge and deliver in its behalf as surety any and all
bonds, undertakings, recognizances or other written obligations in the nature thereof. subject to the Ilmrtation that any such instrument shall
not exceed the amount of:
THREE MILLION ($3,000,000.00) DOLLARS
and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as it such bond or undertaking was
signed by the duty authonzed officers of the MERCHANTS BONDING COMPANY (MUTUAL), and an such acts of said AtromeVmi+-Fact,
pursuant to the authority herein given, are hereby ratified and confirmed
This Power -of -Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By -Laws
adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on October 3. 1992.
ARTICLE ff. SECTION S. — The Chairman of the Board or President or any Vice President or Secretary shalt have power and author-
ity ity to appoint Attorneys -in -Fact. and to authorize them to execute on behalf of the Company, and attach the Seal of the Company
_...._ _� bones and undertakings, 9s• recogrzizances, oor+uaas of indesaily and other writings obligatory in the nature thereof.
ARTICLE ff. SECTION 9. — The signature of airy euthodzad officer and ffte Seal of the Company may be affixed by facsimile to arnr
Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undartaking, recognizance, or other
suretyship obligations of the Company, and such signature and seal when so used shall have the same force and affect as though
manually fired.
in Witness Whereof. MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its
corporate seal to be hereto attired. this Znd day of June . 2000.
• •' Q `4 •) MERCHANTS BONDING COMPANY MUTUAL,)
p�.• t
. o
y; . 1933 • C~ ; By
6,i• A
sa ••.....•�•�
• • • •• Pns•w,r
STATE OF IOWA • •,
COUNTY OF POL.K as ' • • •'
On this 2nd day of June 2000 , before me appeared tarry Taylor, to me
personally known. who being by me duly sworn did say that he Is President of the MERCHANTS BONDING COMPANY (MUTUAL), the
- corporation described in the foregoing instrument and that the Seal affixed to the said inobvment is the Corporate Seat of the said
Corporation and that the said Instrument was signed and sealed In behalf of said Corporation by authority of its Board of Directors.
8 Ian Testimony Whereat, i have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year rust
• ••••.offs•..••:
f.• McC
A.%`,,.••••.,,
.�� I
a IOWA'x
STATE OF IOWA
COUNTY OF POLK sa
Notary PublIA Polk C w* town
1. William Warner. Jr.. Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing
u a true and correct copy of the POWER -OF -ATTORNEY; exOMIed by said MERCHANTS BONDING COMPANY (MUTUAL), which is soil
_____Jn tereA airs artetts_ _
In Witness Wheroot, i have hereunto set my Rand and affixed the Seat of the Company on
U1fs �� day of ��� � a��•.••�s �J� �,�%�
v_ +�lfjtLl� a•,•�i0d •C
�Oj�.�tPQ
•
Msc oa+. tzvel ° d' 1933 ,
3
(�
i_
l._
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No Text
THE AMERICRN INSTITUTE pp ARCHITECTS
AIA 000umentA392
_- Bond No.: TX 59991
Performance Band
Any singular reference to Contractor, Surety, Owner or ether party &hail be considered plural where applicable.
CON I KACTOR (Name and Address):
MWAU Commercial, Inc.
_ 14302 S. Slide Load
Lubbock, TX 79424
OWNER (Name and Address):
City of Lubbock
162513'h
Lubbock, TX 79401
CONSTRUCTION CONTRACT
Date- 0 December 2003
Amount: $41,9910.00
Description (Name and Location):
SURETY (Name and Principal Place of Business):
Merchants Banding Coinpany (Mutual)
2100 Fleur Drive
Des Moines, IA 50321
City Secretary Vault Renovation.
Bid #151-03/RS
BOND Lubbock, TX
Date (Nat earlier than ConstrUCtion Contract Date): Al"December 2003
Amount: $41.890.00
Modifications to this Bond: 0 None
CONTRACTOR AS PRINCIPAL
Company: (Corporate Seal)
ommerciaL, Inc.
Signature: !nul!x
Name and'-�-�-
{Any additional signatures appear on page 3)
SURETY
® See Page 3
Company. (Corporate Seal)
Merchants nding C m y utual)
Signature:
Name and T e: j,or T. Smith, Attormey-i9a�Fsct
(FOR INFORMATION ONLY --,Name, Address and Telephone)
AGENT t r BROKER: OWNER'$ REPRESENTATIVE (Architect, Engineer or
Smith Construction Bonding
3116 Kellway Drive — Suite i 10 Other party):
Carrollton, TX 75006 Ron Sliuffield, Senior Buyer
Tele: 972-732-9175 Tele: 8%/775-2170
AIA DOCUMENT A$42 PERFORMANCE BONA AND PAYMENT BOND • DECEMBER 1084 ED. *AIA V
THE AMERICAN INSTITLml OF Af%CHITECTS, 7733 NEW YORK AVE.. N.W., WASHINGTON, G,C. 2oom A31.71-1984 I
THIRD PRINTING • MARCH i687
I The Contractor and the Surety, jointly and severally,
bind themselves, their heirs, 0XecutQr9, administrators,
successors and assigns to the Owner for the performance
of the Construction Contract, which is incorporated herein
by reference.
If
rt rms the Construction Surety and tContractor
econactor Shtobligationunder this Bond, except to participate in conferonces as
provided in Subparagraph 3,1 _
3 If there is no Owner Default, the Surety's obligation
under this Bond shall arise after:
S. t The Owner has notified the Contractor and the
Surety at its address described in Paragraph 10 below
that the Owner is considering declaring a Contractor
cconfeult and has rence with he Contras Contractor ated and nd the Surrety to be
held not later than fifteen days after receipt of such
notice to discuss methods of performing the Construc-
tion Contract. If the Owner, the Contractor and the
Surety agree, the Contractor shall be allowed a reason-
able time to perform the Construction Contract, but
such an agreement shall not waive the Owner's right, if
any, subsequently to declare a Contractor Default; and
3.2 The Owner has declared a Contractor Default and
formally terminated the Contractor's right to complete
the contract. Such Contractor befauit shall not be de-
clared earlier than twenty days after the Contractor and
the Surety have received notice tie provided In Sub-
paragraph 3.1; and
3.3 The Owner has agreed to pay the Balance of the
Contract Price to the Surety in accordance with the
terms of the Construction Contract or to a contractor
selected to perform the Construction Contract in accor-
dance with the terms of the contract with the Owner.
4 When the Owner has satisfied the conditions of Para-
graph 3, the Surety shall promptly and at the Surety's ex-
pense take one of the following actions;
4.1 Arrange for the Contractor, with consent of the
Owner, to perform and complete the Construction
Contract; or
4.2 Undertake to perform and complete the Construc-
tion Contract itself, through its agents or through inde-
pendent contractors; or
4.3 Obtain bids or negotiated proposals from
qualified contractors acceptable to the Owner for a
contract for performance and Completion of the Con-
struction Contract, arrange for a contract to be pre-
pared for execution by the Owner and the contractor
selected with the Owner's concurrence, to be secured
with performance and payment bonds executed by a
qualified surety equivalent to the bonds issued on the
Construction Contract, and pay to the Owner the
amount of damages as described in Paragraph S in ex-
cess of the Balance of the Contract Price incurred by the
Owner resulting from the Contractor's default; or
4.4 Waive its right to perform and complete, arrange
for completion, or obtain a new contractor and with
reasonable promptness under the circumstancaas;
,1 After investigation, determine the amount for
which it may be liable to the owner and, as
soon as practicable after the amount is deter-
mined, tender payment therefor to the
Owner; or
.2 deny liability in whole or in part and no* the
Owner citing reasons therefor.
a if the Surety does not p►+aceed s$ provided in paragraph
4 with reasonable Promptness. the Surety shall be deemed
to be in default on this Bond fifteen days after receipt of an
additional written notice from the Owner to the Surety
demanding that the Surety perform Its obligations under
this Bond, and the Owner shall be entitled to enforce any
remedy available to the owner, if the -Surety proceeds as
Provided in Subparagraph 4.4, and the Owner refuses the
Payment tendered or the Surety has denied liability, in
whole or in part, without further notice the Owner shall be
entitled to enforce any remedy available to the Owner.
e After the Owner has terminated the Contractor's right
to complete the Construction Contract, and if the Surety
elects to act under Subparagraph 4.1, 4.2, or 4.3 above,
then the responsibilities of the Surety to the Owner shall
not be greater than those of the Contractor under the
Construction Contract, and the responsibilities of the
Owner to the Surety shall not be greater than those of the
Owner under the Construction Contract. To the limit of the
amount of this Bond, but subject to commitment by the
Owner of the Balance of the Contract Price to mitigation of
costs and damages on the Construction Contract the Sure-
ty is obligated without duplication for:
e.1 The responsibilities Of the Contractor for corre�
tion of defective work and completion of the Construc-
tion Contract;
6.2 Additional legal, design professional and delay
costs resulting from the Contractor's default, and re-
sulting from the actions or failure to act of the Surety
under Paragraph 4; and
e,3 Liquidated damages, or If no liquidated damages
are specified in the Construction Contract. actual dam-
ages caused by delayed performance or non-perfor-
Mance of the Contractor.
7 The Surety shall not be liable to the Owner or others for
obligations of the Contractor that are unrelated to the Con-
struction Contract, and the Balance of the Contract Price
shall not be reduced or set off on account of any such
unrelated obligations. No right of action shall accrue on
this Bond to any person or entity other than the Owner or
its heirs, executors, administrators or successors.
8 The Surety hereby waives notice of any change, includ-
ing ehongas of
time, to the Construction Contract or to
related subcontracts, purchase orders and other obliga-
tions.
9 Any proceeding, legal or equitable, under this Band
may be instituted in any court of competent Jurisdiction in
the location in which the worts or part of the work is located
and shall be instituted within two years after Contractor
Default or within two years after the Contractor caused
working or within two years after the Surer defuses or fails
to perform its obligations under this Bond, whichever oc-
curs first_ if the provisions of this Paragraph are void or
Prohibited by law, the minimum period of limitation
avaii-
7 IA OOCUMENrA312 PERFORMANCE BOND AND PAYMENT BOND I I DCEMBER 1004 EO- AM 0
E AMERICAN iNSTiTUTC- OF A{TES $ 1735 NEW YORK AVE,, N,W.EWASHINGTON. D. C. 2 006
A312-1984 2
THIRD PRINTiNG • MARCH 1907
able to sureties as a defense in the jurisdiction of the suit
shall be applicable.
-- 10 NotICS to the SuretyIthe Owner or the Contractor shag
be mailed or deliveredto the addrehs shown an the aig-
nature page,
11 When this Bond has been fumished to comply with a
Statutory Of other legal requirement in the location where
the construction was to be rformed, any provision in this
Bond conflicting with said statutory or legal requirement
Mal! be deemed deleted herefrom and provisions con-
forming to such statutory or other legal requirement shall
be deemed incorporated herein. The Intent is that this
Bond shall be construed as a ,statutory frond and not as a
common law bond,
12 DEFINITIONS
12.1 Balance of the Contract Price: The total amount
payable by the Owner to the Contractor under the
Construction Contract after all proper adjustments
have been made, including allowance tD the Con.
MODIFICATIONS TO THIS BOND ARE AS FOLLOWS:
tractor of any amounts received or to be received by
the her claims
for damages t which the ner in 00ttlef"Grit�nsurance CorttractorI $entitled. re-
duced by aN mod and proper Kam to or on
-behalf of the Contractor under the Construrtion Con.
tract.
112 Construction Contract: The 1110Mernent between
the Owner and the Contractor identified on the sig-
nature page, including all Contract Documents and
changes thereto.
12.3 Contractor tWault: Failure of the Contractor,
which has neither been remedied nor waived, to per.
form or otherwise to comply with the terms of the
Construction Contract.
12A Owner 001ault: Failure of the Owner, which has
neither been remedied nor waived, to ay the Con-
tractor as required by the Construction Contract or to
Pwlbr f and complete or comply with the other terms
there
(Space is provided below for addtional signatures of added parties, other than those appearing on the rover page,)
CONTRACTOR AS PRINCIPAL SURETY
Company: {Corporate Sea]) Company:
(Corporate Seal)
Signature:
Nattier e: 81
Names e: : Address:s:
Address:
AIA DOCUMOff A312 PERft7RMANCE BOND AND PAYMENT BOND � • D CBMBEIt 1884 ED.. ALA 6
THE A►IERICAN INSTITUTE {?F ARCHrTECT3, 1746 NEW VORK AVE., N.w., WA$HINGTON, D.C. 200W A312-1984 3
TMIRD PRINTING • MARCH 1987
No Text
12/ 2W 2UUj 13: by ltlUb /y4U19b DAViDTATEIN I PAGE -Fs11 al
AQ-0-00. -CERTIFICATE OF LIABILITY INSURANC
E ( DATE
PRODUCER 12 24 2003
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
DAVID TATE INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
5233 79TN HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR
! ALTER THE COVERAGE AFFORDED BY THE POLICI�S BELOW.
7 LUBBOCK TX 79424- INSURERS AFFORDING COVERAGE
i INSURED
wNNIX CmaRC2AL INC. INSU ERA MID CONTINENT
14302 3 SLIDE IN URER B• TEXAS MUTUAL
80X 64895 SURER C:
LUBBOCK T% 79464•- INSURER Di
CO G� INSURER E•
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY
REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO WHICH THIS CERTIFICATE MAY B6 ISSUED OR MAY PERTAIN,
THE INSURANCE AFFORDED BY THE POLICIES DBSCRIBBD HEREIN 13 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.
AGGREGATR LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
IN5R ryPE OF INSURANCE
} POUOY NUMGER P OY OTNH POLICY
J ENeRLU�ITA 04GL527599
LIMITS
07/07/2003 07/07/2004 EA Oc EN $ l,000,000
XfMERCtALOENr�A4IA9ILrry CS R
CLAIMS MADE L J OCCUR / / / / FIRE DAMAGE one i 100,000
MED EXP LArjy one pen s 0
P6R80 8 ADV INJURY S 1,000,000
GEN'LAGGREGATE LIMIT APPLIES PER: / / GENERAL AGGREGATE i 2,000,000
PO Y r I
P El C PRODU TS-COMPIOPA O i 2,000,000
A
TOMOBILE LIABILITY
06ta2901379
07/07/2003
07/07/2004
ANY AUTO
COMBINED SINGLE LIMIT
ALL OYMEDAUTOS
(Eseoddam)
i 1,000,000
SCHEDULED AUTOS
BODILY INJURY
X HIREDAUTOS
/ /
ftpmm)
i
X NON-OWNEDAUTOS
/ /
BODII•YINJURY
PROPERTY DAMAGE
RA09UABILTTY
PwaocJdenp
S
ANY AUTO
AUTO ONLY -EAACCID6NT
S
/ /
/ /
OTHER THAN A
S
EXCESS LIAI UM
/ /
AUTO ONLY: AG
i
OCCUR
D CLAIMS MADE
/ /
OCZVRRENrS
OATE
S
�.
DEDUCTIBLE
i
R ON 31
S
8
WORI(ERg C &lLiMON AND
PL0 9'
1095348
03/07/2003
03/07/2004
E.L EACH ACCID
$ 500,000
F.L. OISSABE- F4 BVLRYEE
s 500,000
OTHER
E.LDISEASE-PO CY
S 500,000
ESCRIPTION OR OPERATION5ILOCAT10N9I gHICLESWCWSIONS ADDED BY ENDORSHttgENT/SpECJAL PROVISIONS
_additional insured on the ao»tmezaial 9enmtal liability/hired/non o�vn
commercial genmral liability, hired/non owned auto and od auto and vraiver of subrogation on the
the �+orkm�s componsation
CITY OF LUHBOCK
BOX 2000
LUHBOCK
CORD 2aS (7197)
,- INS029S (eSta).D7
SHOULD ANY OF THE ABOVE DESOpMM POUCIES BE +CANCEI-M
RAFORG THE
EXPIRATION DATI TTIERQOF• THE ISSUING UOURSK WILL, ENDIAVOR To MAIL
10 DAYS WRMEN NOTICI TO TNI OERTIPICATB HO
LDEI! NAMED TO THH LEFT. BUT
FAILURE TO DO So SHALL IMPOSE NO OBLIIDAMON OR LIA9ILITY OF ANY KIND UPON THE INMIRRO 1r ..... ____
AUTHORED REPRESENTATM
ELECTRONIC LASER FORMS, INC. - (ppp)327-0545
C ACORD CORPORATION 1988
Pegs 1 012
IMPORTANT
the cirzificate holder is an ADDITIONAL INSURED, the policy0es)
I .. must be endomed. A stet=ent an this
Cer1*.--'cFt:! dogs not confer rights to the certificate holder In lieu Of such endorsament(a).
11 IS WAIVED, subject to the terms and Condidone of the PQIICY, certain pollr:v-3 rray rquire ;r.
4--fon-seri-w. A steltement on this certificate does not confer rights to the certflicato holder in lieu :If st-ch
ordmuenitant(s).
DISCLAIMER
T',a —'*ertifi-.ate cf Innurance on the reverse side of this form does not constitute a contras tab.-ime.1 he iezl--iiig
r—�urer'Sl, 8UVA*izec reOresentattve or producer, and the 004111100te holder, nor does es it affiNmetivBly or n,,: i2i:mbf
Irl, extvnd or the coverage afforded by the Policies listed thereon,
Pape 2cf2
WORKERS COMPENSATION APPLICATION G..re
pRt�.rer PM;14 (806) 794-1177 L2,24f2rC3
1Ar. Yo. Fxtl: UNOBRNIpE1ER � AG'E —
522 3 S, "H APPLIDANT ANDRA
RAW
EW= C RCIAL XNC.
LUBBOCKADDRM
fiX 79464-
YAs IN VA Me naDnnclral
C04PORATION _,IAIIE C:ZP
CEO=� 9UBCUDE PARTtRDHIP BUbCHAPrER'S'COP,• JMizF
10 N )MMPI
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_ 770599360 a+tr_oYeR ae ��rngr �N nuNEs
_TA'u3 OF SUHrriISS10N ®ILLINGIAUGIT iNPQRMATION
I'n'- ~J Issue PlR_iCY. BILLING PLAN PAVROW PLAN —� ••
?,UUM (G-A-Vle.-mWcr9fa0h=pA MIT
"Ifi'�iC
A'USK (a is A ACORD '33) AfiiENCY 8tLL ANNUAL OTHM. A .EWRATION , MONTHLY
DIREOTBILL
! SEMI-MNIVAL ( OTHEI: j
"' •- -• QUARTERLY 1AOOWN
LQC�a I1QTr5 WART=F._r
# S.Ttsx7 SIT'`^' NTY.STATF.MPCOM
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3
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J aPOPOIED Q" DATE PROF M a" DATE
` — , NDRMAL AMNi4ft7p1ry RATLAQ DAT[ PAhTICPATRtO AM 0 PLAN
L'FRT ' . YIORKERS •� NON•PARTIGPATINO
CC,t�F\QAYIQtI�;tra, PAn7c.Efirl.oY�'$LlAwurf rA�3' TU
jM = 5 000 eACNACWENT DmXXTmm Awtwrti OTHertCaimAG$9
MmICAI V.S.L 3 h. ,RE opj-.�.
!` .01) . �QQ D18Gq$E-POLICYLIMR 1t rll• C0 P9Y ;
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TrATQ� Lou �CLAtoccc>E o pRR0.outRa.aA1��1ca ie�IPL0Ysa8 •-�-
_ oss ! CATEG nM BM*A1�
PART ANNUAL. RqTIE ETT!'ATED
Tm TANG RRAIUPA6RAnot, ANNUAL �RSIEIUlI1
I � i
3FEcTY 4Vnma,.:RLCG^:aF',_I31E3VCORSGIIENT3
IACTOR FACTOR U: PRERUM I
TOTAL
INCRIA$EO LANRS S
DEDUCTIpLE -
lJI gMPENCE MODIFICATION
L088CONSTANT !
81ONG01W SMOHAROK
AFAR t
3
PRRVIUM DIWOUNT 13
r76+eWECONSTANT � 8 —'
R11NUd1PRE1FIIj1�I`� r— MourPRIMIUM
XIRO In (il981 $ TOTAL EST ANNUAL PReMiUli
PLEASE COMPLETE PAGE 2 L-- —J.
P.LECTRONLC V ACO.W CORPORATION '19313 L+VERFORMis, WC.-(dDpZ7-0349
"M4' or^
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nth' PERSON W-i0 KN( V/INOLY FIID VV(T i INTENr TO DEFRAUD ANY INSURANCE COMPANY OR ANOTHp¢ PERSON FILLS AN APPUCA-11 F aP INSUFANCE OR
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♦<Hne-9
SILL IATURE
IRU 1?9 (7/)8]
(N 1U0 ;�Ettt�
PW I012
CONTRACTOR CHECKLIST
A CONTRACTOR SHALL:
(1) provide coverage for its employees providing services on a project, for the duration of the project based on
proper reporting of classification codes and payroll amounts and filling of any coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity*
prior to beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the contractor's current certificate of
coverage ends during the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing
services on the project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the
contractor knew or should have known, of any change that materially affects the provision of coverage of
any person providing services on the project;
(7) post a notice on each project site informing all persons providing services on the project that they are
required to be covered, and stating how a person may verify current coverage and report failure to provide
coverage. This notice does not satisfy other posting requirements imposed by the Act or other
commission rules. This notice must be printed in at least 19-point normal type, and shall be in both
English and Spanish and any other language common to the worker population. The text for the notices
shall be the following text provided by the commission on the sample notice, without any additional words
or changes:
PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF
INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS AN
ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK, OR
IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT
THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE
DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR.
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this construction project must.(see
reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering
equipment and materials, or providing labor or transportation or other service related to the project, regardless of the
identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the
legal requirement for coverage, to verify whether your employer has provided the required coverage, or to
report an employer's failure to provide coverage." and
(8) contractually require each person with whom it contracts to provide services on a project, to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing
of any coverage agreements for all of its employees providing services on the project, for the
duration of the project;
(B) provide a certificate of coverage to the contractor prior to that person beginning work on the
project;
(C) include in all contracts to provide services on the project the language in subsection (e) (3) of this
rule;
(D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during
the duration of the project;
(F) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(G) notify the governmental entity in writing by certified mail or personal delivery, within (ten)10 days
after the person knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project; and
(H) contractually require each other person with whom it contracts, to perform as required by
paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they
are providing services.❑
No Text
CONTRACT
STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this 8th day of December, 2003 by and between the City of Lubbock,
County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so,
hereinafter referred to as OWNER, and MINNIX COMMERCIAL of the CITY OF LUBBOCK, COUNTY OF LUBBOCK
and the STATE OF TEXAS hereinafter termed CONTRACTOR.
W ITNESSETH: That for and inconsideration of the payments and agreements hereinafter mentioned, to be made and
performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the
CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements
described as follows:
BID #151-03/RS - CITY SECRETARY VAULT RENOVATION - $41,890.00
and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own
proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance
and other accessories and services necessary to complete the said construction in accordance with the contract
documents as defined in the General Condition of Agreement.
The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have
been given to him and to substantially complete same within the time specified in the contract documents.
The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with
the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make
payment on account thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County,
Texas in the year and day first above written.
Cl-
0
ATTEST:
City Secretary
--AZtA C TENT:
(L�
Owner's Repre'sNiGtivie
APPROVED AS TO FORM: r
Cltti �JWrney
CONTRACTOR:
MINNIX COMMERCIAL
By:INTED NAME:
TITLE: j/ICe Zee i . Oo�--t
COMPLETE ADDRESS:
Minnix Commercial
14302 S. Slide Road
Lubbock, TX 79424
ATTEST:
r
Cor ate Secretary
No Text
No Text
No Text
GENERAL CONDITIONS OF THE AGREEMENT
intract documents -
purpose, but still
3
'i
shall
tative will
vat,
Icating all
r and
n _t, _ vvNY, v� vw �,v vv� wwav� u�r. uvvvv7_.��ai�a. v� r u w J_W
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress or qual
executed work and to determine, in general, if the work is proceeding in accordance with the con
Owner's Representative will not be required to make exhaustive or continuous onsite inspections
quality or quantity of the work, nor will Owner's Representative be responsible for the constructla
methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notes
Owner's Representative's rights of entry hereunder, the Owner's Representative 'Will -not -be respt
Contractor's failure to perform the work in accordance with the Contract Documents.
13. LINES AND GRADES
All lines and grades shall be furnished; by the Owner's Representative whenever Owner's Repres
said lines and grades are necessary for the commencement of the work contemplated by these c
documents or the completion of the work contemplated by these contract documents. Whe-nevei
Contractor shall suspend its work in order to permit Owner's Representative to comply with this n
such suspension will be as brief as practical and Contractor shall be allowed no extra compensai
The Contractor shall give the Owner's Representative ample notice of the_time and place where I
will be needed. All stakes, marks, etc.i shall be carefully preserved fiy the Contractor; and in cas
destruction or removal by Contractor, its Subcontractors, or its employees, such stakes; marks,
replaced by the Owner's Representative at Contractor's expense.
14. OWNER'S; REPRESENTATIVE'S AUTHORITY AND DUTY
s
it
2
I
No Text
P
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equiprr
completion of this contract where it is not otherwise
also understood that Owner shall not be held respo
any materials, tools, equipment or machinery or an
The building of structures for the housing of men or
Owner's Representative shall consent or direct, an(
structure shall at all times be maintained in a manni
20. SANITATION
Necessary sanitary conveniences. for the use of laborers on the work site, properly
observation, shall be constructed and maintained by the Contractor in such manner
approved by the Owner's Representative and their use shall -be strictly enforced.
21. OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all times to observe ar
shall make necessary arrangements and provide proper facilities and access for su
any location wherever such work is in preparation or progress; Contractor shall asc
observation that may be contemplated by Owner or Owner's Representative and sh
time each part of the work will be ready for such observation. Owner or- wner's RE
such work found to be defective or not in accordance with the contract documents,
completion or the time or place of discovery of such errors -and regardless of whethi
previously accepted the work through oversight or otherwise., if any suchwork shod
or consent of the Owner, it must, if requested; by Owner or Owner's- Representative,
at Contractor's expense:. In the event that any part of the work is being fabricated of
where it is not convenient for Owner or Owner's Representative to make observatio
testing of said work, then in such event Owner or Owner's Representative may requ
Owner or Owner's Representative certificates of inspection, testing or approval mad
perform such tasks at the location where that part of the -work -is being manufacture(
will be in accordance with the methods prescribed by the American Society for Test
applicable organization as maybe required bylaw or the contract documents.
If any such work which is required to be inspected, tested, or approved is covered uj
consent of the Owner or Owner's Representative, it must, if requested by the Owner
be uncovered for observation and testing at the Contractor's expense. The cost of G
approvals shall be borne by the Contractor unless otherwise provided herein. Any w
requirements of any such tests, inspections or approvals, and any work which meet,
tests or approvals but does not meet the requirements of the contract documents sh
and shall be corrected at the Contractor's expense.
Neither observations by the Owner or Owner's Representative, nor inspections, test:
Owner, Owner's Representative, or other persons authorized under the contract doc
inspections, tests, or approvals shall relieve the Contractor from its obligation to pert
with the requirements of the contract documents.
22. DEFECTS AND THEIR REMEDIES
It is ;expressly agreed that if the work or any part thereo
the work or selected for the same, shall be deemed by,
in conformity with plans, specifications and/or contract
notice thereof from the Owner's Representative, forthwi
such work so that it shall be in full accordance with the
r�riaces as �c�e
or about,such
ative
from public-
EJ
vch points as shall be
LJ
ntrattor
esting at
my "
as to -the -
Oct any
t
ge of its
i
�i
No Text
YYI Illa111Gl�UGJt IVI WIIIIGII VIVaI:: g11V1 �71.Ig11 naaN gVG4�1.1g1G CII.IV q{,e44.11 q16 gNVV41�4:VI u�g
provided under Method (C)(1). _If Coritractor does. not notify Owner's Representative.)
any extra work, any claim for payment due to alleged extra "work shell be deemed we
25. DISCREPANCJES AND, .OMISSIONS
It Is further agreed that it is the intent of the contract documentsjhat all work describe
specifications, plans and other contract documents, Is to be-0one for the prices quote,
such price shall include all appurtenances necessary to complete the work in-,accorda
contract documents as Interpreted by Owner's Representative. Notices of any discs"
these plans, specifications, or contract documents, shall be given t .the ioiit
clarification.obtained before the bids are received, and if no such notice is retie
Representative prior to the. opening of bids, then It shall be deemed that the Co
the work to be included and has provided sufficient sums in lits,bld to complete
With these plans and specifications. If Contractor doe'not-notify-Owner 's Rep
of any discrepancies or omissions, then it shall be de-emed-for ail purposes.th 1
specifications are sufficient and adequatefor completion of the project. It is ftf
request for clarification must be submitted no later than five (M calendar days
bids.
26. RIGHT OF OWNER TO MODIFY METHODS AND 'EQUIPMENT —
If at anytime the methods or equipment used by the Contractor are found to be inacle
work with the rate of progress required under this contract,--thi Owner or_Owner'-s Res
Contractor in writing to increase their safety or improve their character and efficiency;
comply with suchorder.
If, at any time; the working. force of the Contractor is'inadequate for securing the prog
Contractor shall, if soldrdered in writing, increase its force or equipment, or both, to st
reasonable assurance of compliance with the schedule of progress. ; : .
27: PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GEC
it
U1
U
tv of
by the Owners or the Owner's Representative concerning omissions under this paragraph,as the work progressos,
b
U'
u
No Text
The Contractor shall obtain a Builde'
potential loss) naming the City of Lu
-E. Umbrella Liability Insurance (Add - iflo
The Contractor shall have Umbrella
to correspond with Comprehensive 4
F. Worker's Compensation
atiQn and Empiq
Worker's Compensation Insurance c
Subcontractor on the job with'emplo
I Definitions:
Certificate of coverage-("ceo
to self -Insure- issued by the c
83, or TWCC-84), showing s
or entity's employees providi
Duration of the project - InCIL
:Contractor's/porson's work o
entity.
Persons providing services c
Code) - includes all persons
undertaken to perform on thE
the,C6ntractorand regardl6s
limitation, Independent contr-,
operators, employees of any
provide services on the proje
delivering. equipment or mate
project.' "Services" does not
vendors, office supply deliver
2. The Contrac
payroll amot
Texas Laboi
the project, I
3.i The Contra'c
- L awarded the
4. If the cQvera
duration of tt
dertiflicate of
-governmental entity;
itho rit
TWCC
rsoril-s:
t0l
n
No Text
11.
The Q
Contra
does n
govern
G. Proof of Cover,
Before work or
for approval fiv
of compliance
insurance coml
(1)
The na
(2)
The loc
(3)
The na
such c
(4)
The ex
such ci
(5)
A provi
the adc
(6)
A provi
cancel)
(7)
The ce
specif (
(8)
If policy
(9)
A Cont
(a)
(b)
(c)
(a)
entity.
►ntract is commenced' each Contractor an t h ` d subcon ractor s a(I submit to the Owner
provide a certificate of coverage showing workers' compensation coverage to the
nnvarnma-ntaiantifu nrinr to haninninn wnril nn 4ha nrrli0r4+
(e) retain all required certificates of coverage on file -forth a duration of the project and for one
year thereafter;
(f) : notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the Contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing,services on the project;
notice on project site informing providing services on the project
(g)post a each all persons
that they are required to be covered, and stating how a person may verify current
coverage and report failure to provide coverage. This notice does not satisfy other
v
posting requirements imposed by the Texas Worker's Compensation Act or other
commission rules. This notice must be printed with a title in at least 30point bold type
and text in at least 19 point normai type, and
shall be in both English and Spanish and any
other language ;common to the worker population.
The text for the notices shall be tha
following text provided by the commission on the sample notice, without any additional
words or changes;
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site orprovidng services .
related to this construction; project must be covered by workers' compensation
i
insurance. This includes persons providing, hauling, or delivering equipment or
materials, or providing labor or transportation or otherservice related to the,
project, regardless of the identify of their employer or status as an employee
"Call the Texas Workers' Compensation Commission at 592/440-3789 46 receive
information of the legal requirements for coverage, to verify whether your
employer has provided the required coverage, or to report an employees failure to
provide coverage;" and
(h) contractually require each person with whom it contracts to provide services on a project,
to:
provide coverage based on proper orting of classification codes and payroll
{) p 9 p P p
amounts and filing of any coverage agreements for all of its 'employees providing
services on the project, for the duration of the project;
(1) provide a certificate of coverage to the Contractor prior to that person beginning
work on the project;
(ill) include in all contracts to provide services on the project the following language;
"By signing this contract or providing or causing to be
provided a certificate of coverage, the person signing this
contract is representing to the governmental entity that all
employees of the person signing this contract who will
provide services on the project will be covered by workers'
compensation coverage for the duration of the project, that
the coverage will be based on proper reprinting of
classification codes and payroll amounts,- and that all
coverage agreements will be filed with the appropriate
insurance carrier or, in the case of a self -insured, with the
commission's Division of :Self-insurance Regulation.
Providing false or misleading information may subject the
Contractor to administrative penalties, criminal penalties,
civil penalties, or other civil actions.'
(iv) provide the Contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(2'
(vi) re
an
(vii) no
wit
m<
the
(viii) co
re(
the
29. DISABLED EMPLOYE
Contractors "having more than fiftee
1990, and agree not to discriminate
Individual in regard to job applicatio
compensation, job training, and oth
30. PROTECTION AGAINST CLAIMS
OF MACHINERY. EQUIPMENT AI`
Without limiting, in any way, manna
Contractor agrees that it will indern
against any and all claims, liabilities
manner or form, the demands of sL
machinery and parts thereof, equip(
and the project which is the subject
satisfactory evidence that all obligai
waived.
31. PROTECTION AGAINST ROY
The Contractor shall pay all royaltie
or, process covered by letters paten
Without limiting, in anyway marine
Contractor' shall defend all suits or
save the Owner, and; all of its office
that Owner.shall,defend alisuch.su
des gn, device, material or process
required in these contract documen
or process Is allowed to the Contra(
agents: and'emplayees harmless frc
i for one-year tnereaner;
fythe governmental entity in writing by certifled mail -or personal delivery,
iin10 days after the person knew or should.have known, of any changethat
terially affects the provision 0-coverage of any person providing services on
project; and
r
itractually require each other person with whom it contracts; to perform as
wired by paragraphs (i)=(viii), with the"certificate of coverage to be provided to
person for whom they are providing services.
i (15) employees agree to comply with the Americans with Disabilities Act of
against,a qualified individual with a disability because of the disability of such, .
i procedures, the hiring; advancement, ctr discharge of eilnployees; employee `
.
it terms, conditions; and,privileges of employment. -
)F SUBCONTRACTORS. LABORERS. MATERIALMEN. AND FURNISHERS
�rr�s�T�r
Mess
A�j
sh
erial
If.
Rpt
VI
No Text
schedules which shall show the order in which thei
Contractor will start the several parts of the work a
36. TIME OF PERFORMANCE
The Contractor agrees that it has submitted its bid
project, taking into consideration the average clime
has considered the liquidated damage provisions c
it shall not be entitled to nor will it request, an exte
delayed by an act or neglect of'the Owner, Owner -
employed, by the Owner, or by changes ordered In
enemy, fire or flood. Any request for extension she
justifications, in detail, for the request,and submitti
of the occurrence of the event causing said delay.
extension no later than twenty (20) calendar days c
and final. Further, in the absence of timely written'
herein, any request for extension by Contractor shi
In executing the contract, the Contractor agrees th
fixed, Contractor has taken into consideration and i
work, whether growing out of delays due to unusue
securing material or workmen, or any other cause
hindrance or, delays from any cause during the pros
where the work is stopped by order of the Owner o
which event, such expense as in the sole judgmen
stoppage shall be paid by Owner to Contractor.
38. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind r
area, solid' contents, number and weight only shall
event this contract is let on a unit price basis, then
specifications, plans and other contract documents
to be furnished hereunder. Where the estimated q
to be estimates, for the various` classes of work to k
are approximate antl are to be used only as a basis
their bids offered for the work. in the event the am
expressly stated to be estimated, and only when sa
agreed that the actual amount of work to be done a
somewhat.;from these estimates, and that where thi
payment shall be for the actual amount of work don
39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect 1
encountered, which may be injured or seriously affc
this agreement, from any. -damage or injury by reasc
liable for any and all claims for such damage on ao
limiting; in any way, manner and form, the indemnit
Contractor agrees to indemnify, save and hold harn
letion of this
locality, and
✓ agrees that-
;has been
contractors
public
Ming forth all
endardays
✓ grant the
J a denial,
,as provided
le herein
lent
to such
:lays
in
ntractor for
act --except
nee, in
jch
'aY
inder�
be -
with
ciut
less the Owner, and any of its officers, agents and employees,
14 i
15
Owner
comple
comple
obligati
warrant
45. CORR
Contra(
on acot
Contra(
to the r+
other c(
such cc
Owner i
Neither
contras
Contrac
shall ap
Repres
46. PAYME
The 0%
the who
(a)
(b)
(c)
When-0
amount
47. CLAM
It IS;
furtl
shall be
Repres(
Timely
shall be
under tF
Owner`s
WORK
ive.
v T._i HHEhD
if the
Ity, or,
Itative
and
ail work- of -
�
d repl�oe any
representative
vision inthe-
on d
:efrom, which
re work not remedied and/or work not performed.
filed or reasonable evidence indicating possible filing of claims.
to another contractor.
3 grounds are removed, or the. Contractor provides a surety bond satisfactory #a the OWn,
I, payment shall be made for amounts withheld bemuse -of them,
r nultity U
aunt of.
U
r, in the
tractor
IWNS
Eion,
Awnar
No Text
OUt wiuWn is uw suuwct mattvr vi inis contract,
qDS
No Text
o ,;
No Text
No Text
RE: RESOLUTION NO.2002-RO483, NOVEMBER 145,2002
EXHIBIT A
City of Lubbock
Building Construction Trades
Prevailing Rates
Craft
Hourly Rate
Acoustical Ceiling Installer
1i.50
Air Conditioner Installer
12.00
Air Conditioner Installer -Helper
7.50
Asbestos Worker
9.00
-,
Asbestos Supervisor
12.50 .
Bricklayer
12.50
Bricklayer -Helper '
7.00
-.
Carpenter
11.00
Carpenter -Helper
7.00
Cement Finisher
9.00 ;
Drywall Hanger
I L00
i
Electrician
1-5.00
Electrician -Helper
8.00
Equipment Operator -Heavy
10.00
y
Equipment Operator -Light
9.00
Fire Sprinkler Fitter -Journey
.18.00
Fire Sprinkler Fitter -Apprentice
10.00
Floor Installer
9.50
Glazier
10.50
Insulator-Piping/Boiler
10.54
Insulator -Helper ;
7.00
Iron Worker
11.00
Laborer -Generale
6.00
Mortar Mixer
6.00
Painter
9.50
Plumber
12.50
Plumber -Helper
7.00
Roofer
9.00
Roofer -Helper
7.00
Sheet Metal Worker
10.00
Sheet Metal Worker -Helper
7.00
Welder -Certified
11.00
1
r
Craft
Hourly Rate
Asphalt Heaterman
-.00
= 1
Asphalt Shoveler
Concrete Finisher
7.50
9.00
Concrete Finisher -Helper
7.50
Electrical Repairer -Equipment
12.50
Flagger
6.50
Form Setter
8.00
Form Setter -Helper
6.50
Laborer -General
6.00
Laborer -Utility
63-5
Mechanic
9.00
Mechanic -Helper
7.00
Power Equipment Operators
Asphalt Paving Machine
9.00
Bulldozer
9.00
Concrete Paving Machine
9.00
Front End Loader
9.00
Heavy Equipment Operator
9.00
Light Equipment Operator
8.00
Motor Grader Operator
10.25
Roller
7.00
Scraper
7.50
Tractor -Trailer '
$.50
Truck Driver -Heavy
9.00
Truck Driver -Light
7.00
S
No Text
No Text
No Text
TABLE OF CONTENTS
DIVISION 0 - BIDDING REQUIREMENTS AND CONTRACT INFORMATION
Not Used
DIVISION 1 - GENERAL REQUIREMENTS
01010 Summary of Work......................................................................................................................2
01300 Administrative Requirements.....................................................................................................4
01330 Submittal Procedures.................................................................................................................5
01600 Product Requirements................................................................................................................. 3
01650 Starting of Systems....................................................................................................................2
01700 Execution Requirements............................................................................................................3
DIVISION 2 - SITE WORK
02072 Minor Demolition for Remodeling............................................................................................. 3
DIVISION 3 - CONCRETE
Not Used
DIVISION 4 - MASONRY
Not Used
DIVISION 5 - METAL
Not Used
DIVISION 6 - WOOD AND PLASTICS
Not Used
03873003 TABLE OF CONTENTS PAGE - 1
07/03
f i
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
Not Used
DIVISION 8 - DOORS AND WINDOWS
Not Used
DIVISION 9 - FINISHES
Not Used
DIVISION 10 - SPECIALTIES
Not Used
DIVISION 11- EQUIPMENT
Not Used
DIVISION 12 - FURNISHINGS
Not Used
DIVISION 13 - SPECIAL CONSTRUCTION
Not Used
DIVISION 14 - CONVEYING SYSTEMS
Not Used
03873003 TABLE OF CONTENTS PAGE - 2
07/03
PART 3 - EXECUTION
Not Used
END OF SECTION
03873003 SUMMARY OF WORK 01010 - 2
07/03
�f
t_
3
SECTION 01300
ADMINISTRATIVE REQUIREMENTS
PART 1- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and
Division 1 - General Requirements apply to work of this Section.
1.2 SECTION INCLUDES
A.
Coordination.
B.
Field engineering.
C.
Preconstruction meeting.
D.
Site mobilization meeting.
E.
Progress meetings.
F.
Preinstallation meetings.
G.
Cutting and patching.
1.3 COORDINATION
A. Coordinate scheduling, submittals, and Work of the various Sections of the Project Manual to
'- assure efficient and orderly sequence of installation of interdependent construction elements.
B. Verify that utility requirements and characteristics of operating equipment are compatible with
building utilities. Coordinate work of various Sections having interdependent responsibilities
for installing, connecting to, and placing in service, such equipment.
C. Coordinate space requirements and installation of mechanical and electrical work which are
indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit,
as closely as practicable; place runs parallel with line of building. Utilize spaces efficiently to
maximize accessibility for other installations, for maintenance, and for repairs.
D. In finished areas, except as otherwise indicated, conceal pipes, ducts, and wiring within the
construction. Coordinate locations of fixtures and outlets with finish elements.
E. Large Apparatus: Any large piece of apparatus which is to be installed in any space in the
building, and which is too large to permit access through windows, doorways or shafts, shall be
t brought to the job by the Contractor involved and placed in the space before the enclosing
structure is completed.
F. Items which require electrical connections shall be coordinated with Division 16 for:
u 1. Voltage
2. Phase
3. Ampacity
HI4. No. and size of wires
5. Wiring diagrams
6. Starter size, details and location
7. Control devices and details
- G. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial
Completion and for portions of Work designated for Owners partial occupancy.
03873003 ADMINISTRATIVE REQUIREMENTS 01300 - 1
07/03
4
H. After Owner occupancyof remises coordinate access to site for correction of defective Work
premises,
and Work not in accordance with Contract Documents, to minimize disruption of Owner's
activities.
1.4 PRECONSTRUCTION MEETING
A. Owner will schedule a meeting after Notice to Proceed.
B. Attendance Required: Owner, Architect, Engineer, Contractor and major Subcontractors.
C. Agenda:
1. Submission of executed bonds and insurance certificates.
2. Distribution of Contract Documents.
3. Submission of list of Subcontractors, list of products, Schedule of Values, and progress
schedule.
4. Designation of personnel representing the parties in Contract and the Architect/Engineer.
5. Procedures and processing of field decisions, submittals, substitutions, applications for
payments, proposal request, Change Orders and Contract closeout procedures.
6. Scheduling.
a. Use of premises by Owner and Contractor.
b. Owner's requirements and partial occupancy.
C. Construction facilities and controls provided by Owner.
d. Temporary utilities provided by Owner.
e. Survey and building layout.
f. Security and housekeeping procedures.
g. Schedules.
h. Procedures for testing.
i. Procedures for maintaining record documents.
j. Requirements for start-up of equipment.
k. Inspection and acceptance of equipment put into service during construction
period.
1.5 PROGRESS MEETINGS
A. Owner shall schedule and administer meetings throughout progress of the Work at minimum
bi-monthly intervals.
B. Owner will make arrangements for meetings, prepare agenda with copies for participants,
preside at meetings.
C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Architect and
Engineer, as appropriate to agenda topics for each meeting.
D. Agenda:
1. Review minutes of previous meetings._1
2. Review of Work progress.
i
3. Field observations, problems, and decisions.
4. Identification of problems which impede planned progress.
i
5. Review of submittals schedule and status of submittals.
6. Review of off -site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
�z
03873003 ADMIlUSTRATIVE REQUIREMENTS 01300 - 2
07/03 i
12. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
PART 2 - PRODUCTS
2.1 EQUIPMENT ELECTRICAL CHARACTERISTICS AND COMPONENTS
A. Motors: Specific motor type is specified in individual specification sections.
B. Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities, sizes,
and materials indicated. Size terminal lugs to NFPA 70, include lugs for terminal box.
C. Cord and Plug: Provide minimum 6 foot cord and plug including grounding connector for
connection to electric wiring system. Cord of longer length is specified in individual
specification sections.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent Work.
Beginning new Work means acceptance of existing conditions.
B. Examine and verify specific conditions described in individual specification sections.
C. Verify that utility services are available, of the correct characteristics, and in the correct
location.
3.2 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply any manufacturer required or recommended substrate primer, sealer, or conditioner prior
to applying any new material or substance in contact or bond.
3.3 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
B. Submit written request in advance of cutting or altering elements which affects:
1.
Structural integrity of element.
2.
Integrity of weather -exposed or moisture -resistant elements.
3.
Efficiency, maintenance, or safety of element.
4.
Visual qualities of sight -exposed elements.
5.
Work of Owner or separate contractor.
C. Execute cutting, fitting, and patching to complete Work, and to:
1.
Fit the several parts together, to integrate with other Work.
2.
Uncover Work to install or correct ill-timed Work.
3.
Remove and replace defective and non -conforming Work.
4.
Remove samples of installed Work for testing.
5.
Provide openings in elements of Work for penetrations of mechanical and electrical
Work.
03873003
ADMINISTRATIVE REQUIREMENTS 01300 - 3
07/03
D. Execute work by methods which will avoid damage to other Work, and provide proper surfaces
to receive patching and finishing. rt,
E. Cut rigid materials using masonry saw or core drill.
F. Restore Work with new products in accordance with requirements of Contract Documents. }
G. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids. °
I. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest
intersection; for an assembly, refinish entire unit.
J. Identify any hazardous substance or condition exposed during the Work to the Architect for
decision or remedy.
END OF SECTION
03873003 ADMINISTRATIVE REQUIREMENTS 01300 - 4
07/03
SECTION 01330
SUBMITTAL PROCEDURES
PART 1- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and
Division 1 - General Requirements apply to work of this Section.
1.2 SECTION INCLUDES
A. Submittal procedures.
B. Construction progress schedules.
C. Proposed products list.
D. Shop drawings.
E. Product data.
F. Samples.
G. Design data.
H. Test reports.
I. Certificates.
J. Manufacturers' instructions.
K. Manufacturers' field reports.
L. Erection drawings.
M. Construction photographs.
1.3 RELATED SECTIONS
A. Section 01700 -Execution Requirements: Contract Closeout: Contract warranty, manufacturer's
certificates and closeout submittals.
1.4 SUBMITTAL PROCEDURES
A. Submit to Architect for review for limited purpose of checking for conformance with
information given and design concept expressed in Contract Documents.
B. Produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for
record documents purposes described in Section 01700.
C. Transmit each submittal with Contractor's standard transmittal letter including Contractor's
name, address and phone number.
D. Sequentially number transmittal forms using Section number or Contractors other sequential
numbering system.
E. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing sheet and detail
number(s), and specification Section number, appropriate to submittal.
F. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products
required, field dimensions, adjacent construction Work, and coordination of information, is in
accordance with the requirements of the Work and Contract Documents.
G. Schedule submittals to expedite the Project, and deliver to Architect at business address.
Coordinate submission of related items.
03873003 SUBMITTAL PROCEDURES 01330 - 1
07/03
H.
For each submittal for review, allow 15 days excluding delivery time to and from the
`
Contractor.
I.
Identify variations from Contract Documents and product or system limitations which may be
detrimental to successful performance of completed Work.
J.
Allow space on submittals for Contractor and Architect/Engineer review stamps.
K.
Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report
any inability to comply with provisions.
L.
Submittals not requested will not be recognized or processed.
M.
Format
'
1. Submit all submittals using an 8 1/2 x 11 inch format.
2. For submittals larger than 8'/z x 11 inches, prefold to an 8 %z x 11 format. Submittals not
pre -folded will be rejected.
'
N.
At Architect's/Engineer's option, submittals will not be individually marked, but will be
reviewed using Architect's/Engineer's standard submittal review form.
O.
Copies Required
1. Structural and Architectural Submittals: Number of copies Contractor requires plus three
copies which will be retained by Architect.
2. Mechanical, Plumbing and Electrical Submittals: Number of copies Contractor requires
plus four copies which will be retained by Architect.
1.5 RESUBMITTAL
REQUIREMENTS
A.
Revise and resubmit submittals, as required, and resubmit to meet requirements as specified and
as noted on submittal reviews.
B.
Mark as RESUBMITTAL.
C.
Re -use original transmittal number and supplement with sequential alphabetical or numeric
suffix for each re -submittal.
1.6 CONSTRUCTION PROGRESS SCHEDULES
A.
Submit initial progress schedule in duplicate for Architect's/Engineer's review within 15 days
after date established in Notice to Proceed.
i.-1
B.
Revise and resubmit as required.
C.
Submit revised schedules with each Application for Payment, identifying changes since
g
previous version.
i_
D.
Submit a horizontal bar chart with separate line for each section of Work, identifying first work
day of each week.
E.
Submit computer generated network analysis schedule as specified in Section 01323.
F.
Show complete sequence of construction by activity, identifying Work of separate stages and
other logically grouped activities. Indicate the early and late start, early and late finish, float
i
dates, and duration.
G.
Indicate estimated percentage of completion for each item of Work at each submission.
H.
Submit separate schedule of submittal dates for shop drawings, product data, and samples,.,
including dates reviewed submittals will be required from Architect/Engineer. Indicate decision
dates for selection of finishes.__
I.
Revisions To Schedules:
1. Indicate progress of each activity to date of submittal, and projected completion date of
each activity.
2. Identify activities modified since previous submittal, major changes in scope, and other
identifiable changes.
03873003
SUBMITTAL PROCEDURES 01330 - 2
07/03
1
3. Prepare narrative report to define problem areas, anticipated delays, and impact on
Schedule. Report corrective action taken, or proposed, and its effect including effect of
changes on schedules of separate contractors.
1.7 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Notice to Proceed, submit complete list of major products proposed
for use, with name of manufacturer, trade name, and model number of each product.
B. For products specified only by reference standards, give manufacturer, trade name, model or
catalog designation, and reference standards.
1.8 SHOP DRAWINGS
A. Indicate special utility and electrical characteristics, utility connection requirements, and
location of utility outlets for service for functional equipment and appliances.
B. Drawing Size: Minimum 8'/z x 11 inches and maximum 30 x 42 inches.
C. Form
1. For drawings larger than 11 x 17 inches, submit in the form of one reproducible
transparency and one opaque reproduction.
2. For drawings 11 x 17 inches and smaller, submit opaque reproductions.
D. Draw details to a minimum size of 12 inches equal to 1 foot.
E. Draw site plans to same scale indicated on contract drawings.
F. Draw all other plans to a minimum size of 1/8 inch equal to 1 foot.
G. At Architect's/Engineer's option, depending on extent of review comments, either all opaque
copies will be marked or only the reproducible will be marked and returned to the Contractor to
make copies required.
1.9 PRODUCT DATA
A. Mark each copy to identify applicable products, models, options, and other data. Supplement
manufacturers' standard data to provide information unique to this Project.
B. Include recommendations for application and use, and reference to compliance with specified
standards of trade associations and testing agencies.
C. Include notation of special coordination requirements for interfacing with adjacent work and
building utilities where applicable.
D. After review, distribute in accordance with Article on Procedures above and provide copies for
Record Documents described in Section 01700 — Execution Requirements.
1.10 SAMPLES
a A. Submit samples to illustrate functional and aesthetic characteristics of the product, with integral
parts and attachment devices. Coordinate sample submittals for interfacing work.
B. Unless otherwise specified, submit samples of finishes from manufacturers' full range of
standard colors, textures, and patterns, for Architect's/Engineer's selection.
C. Where variations in color, pattern or texture are inherent in the material or product, submit
multiple samples to indicate the approximate range or variations.
D. Include full Project information and identification of manufacturer, model number, type, style
and color on each sample.
E. Submit the number or samples specified in individual specification Sections; one of which will
{ be retained by Architect.
03873003 SUBMITTAL PROCEDURES 01330 - 3
07/03
F. Reviewed samples which may remain as part of the Work are indicated in individual
specification Sections.
G. Samples will not be used for testing purposes unless specifically stated in individual
specification section.
1.11 DESIGN DATA
A. Submit for Architect's knowledge as contract administrator or for Owner.
B. Submit for information for limited purpose of assessing conformance with information given
and design concept expressed in Contract Documents.
1.12 TEST REPORTS
A. Submit for Architect's knowledge as contract administrator or for Owner.
B. Submit test reports for information for limited purpose of assessing conformance with
information given and design concept expressed in Contract Documents.
1.13 CERTIFICATES
A. When specified in individual specification sections, submit certification by manufacturer,
installation/application subcontractor, or Contractor to Architect, in quantities specified for
Product Data.
B. I Indicate material or product conforms to or exceeds specified requirements. Submit supporting
reference data, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or product, but must be
acceptable to Architect.
1.14 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification sections, submit manufacturers' printed instructions
for delivery, storage, assembly, installation, start-up, adjusting, and finishing.
B. Identify conflicts between manufacturers' instructions and Contract Documents.
C. Indicate special procedures, conditions requiring special attention and special environmental
criteria required for application or installation.
1.15 MANUFACTURER'S FIELD REPORTS
A. Submit reports for Architect's benefit as contract administrator or for Owner.
B. Submit report in duplicate within 30 days of observation to Architect for information.
C. Submit for information for limited purpose of assessing conformance with information given
and design concept expressed in Contract Documents.
PART2-PRODUCTS
Not Used
in
LA
03873003 SUBMITTAL PROCEDURES 01330 - 4
07/03
IPART 3 - EXECUTION
Not Used
END OF SECTION
L
03873003 SUBMITTAL PROCEDURES 01330-5
07/03
SECTION 01600
PRODUCT REQUIREMENTS
A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and
Division 1 - General Requirements apply to work of this Section.
1.2 SECTION INCLUDES
A. Products.
B. Product Delivery, Storage and Handling.
C. Product options.
D. Substitutions.
1.3 PRODUCTS
A. Products: Means new material, machinery, components, equipment, fixtures; and systems
forming the Work and does not include machinery and equipment used for preparation,
fabrication, conveying and erection of the Work. Products may also include existing materials
or components required for reuse.
B. Provide interchangeable components of the same manufacturer, for similar components.
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery
1. Deliver materials, products and equipment to the project site in manufacturer's original,
unopened containers or packaging, with identifying labels intact and legible.
2. Promptly inspect shipments to assure that products comply with requirements, quantities
are correct, and products are undamaged.
3. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage.
4. Arrange deliveries in accordance with the construction schedule and in ample time to
facilitate inspection prior to installation to avoid unnecessary delays in the construction
process.
B. Storage
l . Store and protect products in accordance with manufacturer's instructions, with seals and
labels intact and legible.
2. Store sensitive products in weather -tight, climate controlled enclosures.
3. For exterior storage of fabricated products, place on sloped supports, above ground.
4. Cover products subject to deterioration with impervious sheet covering. Provide
ventilation to avoid condensation or potential degradation of Products.
5. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent
mixing with foreign matter.
6. Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
03873003 PRODUCT REQUIREMENTS 01600 - 1
07/03
� �
�...__. ._.... .���., m.d
':..°
s 34
SECTION 01650
STARTING OF SYSTEMS
PART1-GENERAL
1.1 RELATED DOCUMENTS
A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and
Division 1 - General Requirements apply to work of this Section.
1.2 SECTION INCLUDES
A. Starting systems.
B. Demonstration and instructions.
C. Testing, adjusting, and balancing.
1.3 RELATED SECTIONS
A. Section 01700 - Contract Closeout: System operation and maintenance data and extra materials.
B. Division 15 - Testing Adjusting and Balancing.
1.4 STARTING SYSTEMS
A. Coordinate schedule for start-up of various equipment and systems.
B. Notify Architect seven days prior to start-up of each item.
C. Verify that each piece of equipment or system has been checked for proper lubrication, drive
rotation, belt tension, control sequence, or other conditions which may cause damage.
D. Verify that tests, meter readings, and specified electrical characteristics agree with those
required by the equipment or system manufacturer.
E. Verify wiring and support components for equipment are complete and tested.
F. Execute start-up under supervision of responsible manufacturer's representative and
Contractors' personnel in accordance with manufacturers' instructions.
G. When specified in individual specification Sections, require manufacturer to provide authorized
representative to be present at site to inspect, check and approve equipment or system
installation prior to start-up, and to supervise placing equipment or system in operation.
1.5 DEMONSTRATION AND INSTRUCTIONS
., A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to
date of final inspection.
B. For equipment or systems requiring seasonal operation, perform demonstration for other season.
C. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual
with Owners' personnel in detail to explain all aspects of operation and maintenance.
D. Demonstrate start-up, operation, control, adjustment, trouble -shooting, servicing, maintenance,
and shutdown of each item of equipment at agreed -upon times, at equipment location.
E. Prepare and insert additional data in operations and maintenance manuals when need for
additional data becomes apparent during instruction.
03873003 STARTING OF SYSTEMS 01650 - 1
�_ _ 07/03
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION
03873003 STARTING OF SYSTEMS 01650 - 2
07103
SECTION 01700
EXECUTION REQUIREMENTS
PART 1- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and
Division 1 - General Requirements apply to work of this Section.
1.2 SECTION INCLUDES
A. Closeout procedures.
B. Final cleaning.
C. Adjusting.
D. Project record documents.
E. Operation and maintenance data.
F. Warranties.
G. Spare parts and maintenance materials.
1.3 RELATED SECTIONS
A. Section 01500 - Temporary Facilities and Controls: Progress cleaning.
B. Section 01650 - Starting of Systems: System start-up, testing, adjusting, and balancing.
1.4 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been
inspected, and that Work is complete in accordance with Contract Documents and ready for
Architect's inspection.
B. Provide submittals to Architect that are required by governing or other authorities.
C. Submit final Application for Payment identifying total adjusted Contract Sum, previous
payments, and sum remaining due.
1.5 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains
and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft
surfaces.
C. Clean equipment and fixtures to a sanitary condition.
D. Replace filters of operating equipment.
E. Clean debris from roofs, gutters, downspouts, and drainage systems.
F. Clean site; sweep paved areas, rake clean landscaped surfaces.
G. Remove waste and surplus materials, rubbish, and construction facilities from the site.
H. Repair, patch and touch-up marred surfaces to match adjacent finishes.
I. Clean ducts, blowers and coils if air conditioning units were operated during construction.
03873003 EXECUTION REQUIREMENTS 01700 - 1
07/03
1.6 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth and unhindered operation.
1.7 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record documents; record actual revisions to the
Work:
1. Contract Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other Modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
B. Store Record Documents separate from documents used for construction.
C. Record information concurrent with construction progress.
D. Specifications: Legibly mark and record at each Product section description of actual Products
installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction
including:
1. Measured depths of foundations in relation to finish first floor datum.
2. Measured horizontal and vertical locations of underground utilities and -appurtenances,
referenced to permanent surface improvements.
3. Measured locations of internal utilities and appurtenances concealed in construction,
referenced to visible and accessible features of the Work.
4. Field changes of dimension and detail.
5. Details not on original Contract Drawings.
6. Changes made by addenda and modification.
F. Submit documents to Architect with claim for final Application for Payment.
1.8 OPERATION AND MAINTENANCE DATA
A. Submit one copy 15 days prior to final inspection, 8 I/s x 11 inch text pages, bound in three
D-ring binders with durable plastic covers.
B. This copy will be returned after final inspection, with Architect comments. Revise content of
documents as required prior to final submittal.
C. Submit two final volumes revised within ten days after final inspection.
D. Prepare binder covers with printed title "OPERATION AND MAINTENANCE
INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are
required.
E. Internally subdivide the binder contents with permanent page dividers, logically organized as
described below; with tab titling clearly printed under reinforced laminated plastic tabs.
F. Contents: Prepare a Table of Contents for each volume, with each Product or system
description identified, type on 24 pound white paper.
G. Part 1: Directory, listing names, addresses, and telephone numbers of Architect, Contractor,
Subcontractors, and major equipment suppliers.
03873003 EXECUTION REQUIREMENTS 01700 - 2
07/03
1
F
H. Part 2: Operation and maintenance instructions, arranged by system and subdivided by
specification section. For each category, identify names, addresses, and telephone numbers of
Subcontractors and suppliers. Identify the following:
1.
Significant design criteria.
2.
List of equipment.
3.
Parts list for each component.
4.
Operating instructions necessary for Owner to make full and efficient use of equipment
including recommended maintenance and seasonal change -over procedures for HVAC
systems.
5.
Maintenance instructions for equipment and systems.
6.
Maintenance instructions for finishes, including recommended cleaning methods and
materials and special precautions identifying detrimental agents.
I. Part
3: Project documents and certificates, including the following:
1.
Shop drawings and product data.
2.
Air and water balance reports.
3.
Certificates.
_ 4.
Photocopies of warranties and bonds.
1.9 WARRANTIES
A. Provide duplicate notarized copies.
B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers.
C. Provide Table of Contents and assemble with metal prong binder in durable plastic presentation
' cover.
_ D. Submit prior to final Application for Payment.
E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal
' within ten days after acceptance, listing date of acceptance as start of warranty period.,
1.10 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide products, spare parts, maintenance and extra materials in quantities specified in
individual specification Sections.
B. Deliver to project site and place in location as directed; obtain receipt prior to final payment.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION
03873003 EXECUTION REQUIREMENTS 01700 - 3
_ 07/03
SECTION 02072
MINOR DEMOLITION FOR REMODELING
PART 1-GENERAL
1.1 RELATED SECTIONS
A. Drawings, General Conditions of the Agreement and Division 1- General Requirements apply
to Work of this Section.
1.2 SECTION INCLUDES
A. Removal of designated construction.
B. Disposal of materials.
C. Identification of utilities.
1.3 RELATED SECTIONS
A. Section 01010 - Summary of Work: Owner's continued occupancy. '
B. Section 01039 - Coordination and Meetings.
C. Section 01500 - Construction Facilities and Temporary Controls: Temporary enclosures, dust
control barricades, security at Owner occupied areas, and cleanup during construction.
D. Section 01700 - Contract Closeout: Project record documents.
1.4 SUBMITTALS FOR REVIEW
A. Section 01330 - Submittals: Procedures for submittals.
1.5 SUBMITTALS FOR CLOSEOUT
A. Section 01700 - Contract Closeout: Procedures for submittals.
B. Project Record Documents: Accurately record actual locations of capped utilities and
subsurface obstructions.
1.6 REGULATORY REQUIREMENTS
A. Conform to applicable code for demolition work, dust control and products requiring electrical
disconnection and reconnection.
B. Obtain required permits from authorities.
C. Do not close or obstruct egress width to any building or site exit.
D. Do not disable or disrupt building fire or life safety systems without 3 days prior written notice
to Owner.
E. Conform to procedures applicable when hazardous or contaminated materials are discovered.
03873003 MINOR DEMOLITION FOR REMODELING 02072 - 1
07/03
1.7 SCHEDULING
A. Section 01330 - Submittals: Work schedule.
B. Perform noisy, malodorous or dusty work:
1. Coordinate with Owner.
1.8 PROJECT CONDITIONS
A. Conduct demolition to minimize interference with adjacent and occupied building areas.
B. Cease operations immediately if structure appears to be in danger and notify Architect. Do not
resume operations until directed.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
3.1 PREPARATION
A. Erect and maintain temporary partitions to prevent spread of dust, odors, and noise to permit
continued Owner occupancy.
B. Where demolition occurs immediately adjacent to occupied portions of the building, construct
dust -proof partitions of minimum 4-inch studs, 5/8-inch drywall (joints taped) on occupied side,
1/2-inch fire -retardant plywood on demolition side. Fill partition cavity with sound -deadening
insulation.
C. Protect existing materials and equipment which are not to be demolished.
D. Provide protective covers over existing carpet and vinyl composition flooring, including floor
finish in elevator.
E. Provide elevator manufacturer's standard protective padding on elevator walls.
F. Provide temporary protective comer protection at all outside comers along route for removal of
refuse.
G. Do not store nor pile demolition materials nor equipment on any part of the structure in a
manner that would cause permanent damage.
H. Prevent movement of structure; provide bracing and shoring.
I. Notify affected utility companies before starting work and comply with their requirements.
J. Mark location and termination of utilities. Provide bypass connections as necessary to maintain
continuity of service to occupied areas of building. Provide minimum of 72 hours advance
notice to Architect if shutdown of service is necessary during changeover.
K. Provide appropriate temporary signage including signage for exit or building egress.
L. Set refuse containers at location approved by Owner.
M. Do not use water when it may create hazardous or objectionable conditions such as ice,
flooding, and pollution.
03873003 MINOR DEMOLITION FOR REMODELING 02072 - 2
07/03
3.2 DEMOLITION
A. Disconnect and identify designated utilities within demolition areas.
B. Demolish in an orderly and careful manner. Protect existing supporting structural members.
C. Flame Cutting: Do not use cutting torches for removal until work area is cleared of flammable
materials. At concealed spaces, such as interior of ducts and pipe spaces, verify condition of
hidden space before starting flame -cutting operations. Maintain portable fire suppression
devices during flame -cutting operations.
D. Maintain fire protection services during demolition operations.
E. Remove temporary Work.
F. Locate demolition equipment throughout structure and promptly remove debris to avoid
imposing excessive loads on supporting walls, floors, or framing.
I. Provide services for effective air and water pollution controls as required by local
authorities having jurisdiction.
G. If unanticipated mechanical, electrical, or structural elements that conflict with intended
function or design are encountered, investigate and measure both nature and extent of the
conflict. Submit report to Architect/Engineer in written, accurate detail. Pending receipt of
directive from Architect/Engineer, rearrange demolition schedule as necessary to continue
overall job progress without undue delay.
H. If hazardous materials are encountered during demolition operations, comply with applicable
regulations, laws, and ordinances concerning removal, handling, and protection against
exposure or environmental pollution.
3.3 DISPOSAL
A. Coordinate route for movement of refuse within the existing building with the Owner to create
the least amount of interference with Owner's continuing occupancy and operations.
B. Remove demolished materials from site except where specifically noted otherwise. Do not burn
or bury materials on site.
C. Storage or sale of removed items on site will not be permitted.
D. Remove materials as Work progresses.
3.4 CLEANUP
A. Repair damaged pavement and landscaping under refuse containers and return to original
condition.
B. Repair existing finishes to remain, which are damaged during demolition, to match adjacent
finishes.
C. Shampoo all soiled carpet along the refuse removal route. Repair or replace carpet along the
refuse removal route which has been damaged. Make repairs to satisfaction of Owner.
D. Upon completion of demolition work, remove tools, equipment, and demolished materials from
site.
E. Remove protections and leave exterior areas broom clean.
F. Repair demolition performed in excess of that required. Return elements of construction and
surfaces to remain to condition existing prior to start operations.
G. Repair adjacent construction or surfaces soiled or damaged by demolition work.
END OF SECTION
03873003 MINOR DEMOLITION FOR REMODELING 02072 - 3
07/03
No Text
SECTION 15000
GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL
PART 1- GENERAL
1.1 GENERAL
A.
In general, the lines and ducts to be installed by the various trades under these specifications
shall be run as indicated, as specified herein, as required by particular conditions at the site,
and as required to conform to the generally accepted standards as to complete the work in a
neat and satisfactorily workable manner. The following is a general outline concerning the
running of various lines and ducts and is to be excepted where the drawings or conditions at
the building necessitate deviating from these standards.
-' B.
All piping, conduit and ductwork for the mechanical and electrical trades shall pass vertically
through finished areas concealed in chases, except as otherwise specified above, indicated on
the drawings, or required. Horizontal lines run on the undersides of the construction above in
areas that have ceilings shall be run concealed in those ceilings, unless otherwise specifically
indicated or directed.
C.
Piping, ductwork, conduits and raceways may be run exposed in machinery and equipment
spaces, where serving as connections to motors and equipment items in finished rooms where
exposed connections are required, and elsewhere as indicated on the drawings or required. '
D.
All conduits in any space where they are exposed shall run parallel with the building walls.
-
They shall enter the concealed areas perpendicular with the walls, ceilings or floors. Fittings
shall be used where necessary to comply with this requirement.
E.
The Contractor shall thoroughly acquaint himself with the details of the construction and
finishes before submitting his bid as no allowances will be made because of the Contractor's
unfamiliarity with these details. Place all inserts in masonry walls while they are under
construction. All concealed lines shall be installed as required by the pace of the general
construction to precede that general construction.
F.
The plans do not give exact details as to elevations of lines and ducts, exact locations, etc.,
and do not show all the offsets, control lines, pilot lines and other installation details. The
Contractor shall carefully lay out his work at the site to conform to the architectural and
structural conditions, to provide proper grading of lines, to avoid all obstruction, to conform
--,
to details of installation supplied by the manufacturers of the equipment to be installed, and
thereby to provide an integrated, satisfactorily operating installation.
G.
The Contractor shall be responsible for the proper fitting of his material and apparatus into
the space. Should the particular equipment which any bidder proposes to install require other
space conditions than those indicated on the drawings, he shall arrange for such space with
-'
the Architect before submitting his bid. Should changes become necessary on account of
failure to comply with this clause, the Contractor shall make such necessary changes at his
(the Contractor's) own expense.
-F H.
The Contractor shall submit working scale drawings of all his apparatus and equipment
which in any way varies from these specifications and plans, which shall be checked by the
Engineer before the work is started, and interferences with the structural conditions shall be
1=
corrected by the Contractor before the work proceeds.
I.
Order of precedence shall be observed in laying out the pipe, ductwork, material, and conduit
in order to fit the material into the space above the ceiling and in the chases and walls. The
-=
following order shall govern.
02085
GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 1
1.2
1.3
1.4
J.
K.
L.
M
1. Items affecting the visual appearance of the inside of the building such as lighting
fixtures, diffusers, grilles, outlets, panelboards, etc. Coordinate all items to avoid
conflicts at the site.
2. Lines requiring grade to function such as sewers.
3. Large ducts and pipes with critical clearances.
4. Conduit, water lines, and other lines whose routing is not critical and whose function
would not be impaired by bends and offsets.
Piping, ducts and conduits serving outlets on items of equipment shall be run in the most
appropriate manner. Where the equipment has built-in chases, the lines shall be contained
therein. Where the equipment is of the open type, the lines shall be run as close as possible to
the underside of the top and in a neat and inconspicuous manner.
Exceptions and inconsistencies in plans and specifications shall be brought to the Engineer's
attention before the contract is signed, otherwise the Contractor shall be responsible for any
and all changes and additions that may be necessary to accommodate his particular apparatus,
material, or equipment.
The Contractor shall distinctly understand that the work described herein and shown on the
accompanying drawings shall result in a finished and working job, and any item required to
accomplish this intent shall be included whether specifically mentioned or not.
Each bidder shall examine the plans and specifications for the General Construction. If these
documents show any item requiring work under Division 15 or 16 and that work is not
indicated on the respective "M", "E", "P" drawings he shall notify the Engineer in sufficient
time to clarify before bidding. If no notification is received, the Contractor is assumed to
require no clarification, and shall install the work as indicated on the General Plans in
accordance with the specifications.
DIMENSIONS
A. Before ordering any material or doing any work, the Contractor shall verify all dimensions,
including elevations, and shall be responsible for the correctness of the same. No extra
charge or compensation will be allowed on account of differences between actual dimensions
and measurements indicated on the drawings. Any difference which may be found shall be
submitted to the Engineer for consideration before proceeding with the work.
INSPECTION OF SITE
A. The accompanying plans do not indicate completely the existing mechanical and electrical
installations. The bidders for the work under these sections of the specifications shall inspect
the existing installations and thoroughly acquaint themselves with conditions to be met and
the work to be accomplished in removing and modifying the existing work, and in installing
the new work in the present building and underground serving to and from that structure.
Failure to comply with this shall not constitute grounds for any additional payments in
connection with removing or modifying any part of the existing installations and/or installing
any new work.
ELECTRICAL WIRING
A. All electric wiring of every character, both for power supply, for pilot and control, for
temperature control, for communications, etc. will be done under Division 16 of these
specifications.
02085
GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 2
[_
B. Every electrical current consuming device furnished as a part of this project, or furnished by
the Owner and installed in this project, shall be completely wired up under Division 16.
Verification of exact location, method of connection, number and size of wires required,
voltage requirements, and phase requirements is the responsibility of the Contractor under
Division 16. If conflicts occur between the drawings and the actual requirements, actual
requirements shall govern.
1.5 PROGRESS OF WORK
A. The Contractor shall keep himself fully informed as to the progress of the work and do his
work at the proper time without waiting for notification from the Engineer or Owner.
1.6 MANUFACTURER'S DIRECTIONS
A. All manufactured articles shall be applied, installed and handled as directed by the
manufacturer.
1.7 MATERIALS AND WORKMANSHIP
A. All materials shall be new unless otherwise specified, and of the quality specified. Materials
shall be free from defects. All materials of a type for which the Underwriters' Laboratories,
Inc., have established a standard shall be listed by the Underwriters' Laboratories, Inc., and
shall bear their label.
B. Wherever the make of material or apparatus required is not definitely specified, the
Contractor shall submit a sample to the Engineer before proceeding.
C. The Engineer reserves the right to call for samples of any item of material offered in
substitution, together with a sample of the specified material, when, in the Engineer's
_P opinion, the quality of the material and/or the appearance is involved and its deemed that an
evaluation of the two materials may be better made by visual inspection. This shall be
limited to lighting fixtures, wiring devices, plumbing. brass, grilles, registers, ceiling outlets
and similar items and shall not be applicable to major manufacturers items of equipment.
D. The Contractor shall be responsible for transportation of his materials to and on the job, and
shall be responsible for the storage and protection of his materials and work until the final
acceptance of the job.
E. The Contractor shall furnish all necessary scaffolding, tackle, tools, and appurtenances of all
kinds, and all labor required for the safe and expeditious execution of his contract.
F. The workmanship shall in all respects be of the highest grade and all construction done
according to the best practice of the trade.
1.8 SUBSTITUTION OF MATERIAL
A. Where a definite material or only one manufacturer's name is mentioned in these
specifications, it has been done in order to establish a standard. The product of the particular
manufacturer mentioned is of satisfactory construction and any substitution must be of
quality as good as or better than the named article. No substitution shall be made without
review by the Engineer, who will be the sole judge of equality.
w- B. Within 30 days of being awarded the Contract for any section or sections of the work under
this heading, the Contractor shall submit for approval a complete list of the materials he
proposes to use. This list shall give manufacturer's names and designations corresponding to
each and every item and the submission shall be accompanied by complete descriptive
02085 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 3
literature and/or any supplementary data, drawings, etc., necessary to give full and complete
details. If the material is not submitted within 30 days of the contract signing, the Contractor
shall furnish the specified materials.
C. Should a substitution be accepted under the provisions of the conditions of these
specifications, and should this substitute prove to be defective or otherwise unsatisfactory for
the service for which it is intended within the guarantee period, the Contractor who originally
requested the substitution shall replace the substitute material with the specified material.
1.9 SHOP DRAWINGS
1.10
0
C.
IA
Wherever shop drawings are called for in these specifications, they shall be furnished by the
Contractor for the work involved after review by the Engineer as to the make and type of
material and in sufficient time so that no delay or changes will be caused. This. is done in
order to facilitate progress on the job and failure on the part of the Contractor to comply shall
render him liable to stand the expense of any and all delays, changes in construction, etc.,
occasioned by his failure to provide the necessary details. Also, if the Contractor fails to
comply with this provision, the Engineer reserves the right to go directly to the manufacturer
he selects and secure any details he might deem necessary and should there be any charges in
connection with this, they shall be borne by the Contractor.
Shop drawings will be reviewed by the Engineer for general compliance with the design
concept of the project and general compliance with the information given in the contract
documents. Review by the Engineer and any action by the Engineer in marking shop
drawings is subject to the requirements of the entire contract documents. Contractor will be
held responsible for quantities, dimensions which shall be confirmed and correlated at the job
site, fabrication processes and techniques of construction, coordination of all.trades and the
satisfactory performance of his work.
1. Shop drawings submitted shall not consist of manufacturer's catalogues or tear sheets
therefrom that contain no indication of the exact item offered. Rather, the submission
of individual items shall designate the exact item offered and shall clearly identify the
item with the project.
All shop drawings shall be submitted at one time and shall consist of a bound catalogue of all
shop drawings under each section, properly indexed and certified that they have been
checked by the Contractor.
The omissions of any material from the shop drawings which has been shown on the contract
drawings or specified, even though the Engineer has reviewed the remainder of the submitted
material, shall not relieve this contractor from furnishing and erecting same.
PROTECTION OF APPARATUS
A. The Contractor shall at all times take such precautions as may be necessary to properly
protect his new apparatus from damage. This shall include the erection of all required
temporary shelters to adequately protect any apparatus stored in the open on the site, the
cribbing of any apparatus above the floor of the construction, and the covering of apparatus
in the incompleted building with tarpaulines or other protective covering. Failure on the part
of the Contractor to comply with the above to the entire satisfaction of the Engineer will be
sufficient cause for the rejection of the pieces of apparatus in question.
I
I
02085 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 4
�t
1.11 PERMITS, FEES, ETC
A. The Contractor under each section of these specifications shall arrange for a permit from the
local authority. The Contractor shall arrange for water, gas and electric services. If any
charges are made by any of the utility companies due to the work on this project, the
contractor shall pay these charges, including charges for metering, connection, street cutting,
etc. The Contractor shall pay for any inspection fees, or other fees and charges required by
ordinance, law, codes and these specifications.
1.12 TESTING
A. The Contractor under each division shall at his own expense perform the various tests as
specified and required by the Engineer and as required by the State and local authorities. The
Contractor shall furnish all fuel and materials necessary for making tests.
1.13 LAWS, CODES AND ORDINANCES
A. All work shall be executed in strict accordance with all local, state, and national codes,
ordinances, and regulations governing the particular class of work involved, as interpreted by
the inspecting authority. The Contractor shall be responsible for the final execution of the
work under this heading to suit those requirements. Where these specifications and the
accompanying drawings conflict with these requirements, the Contractor shall report the
matter to the Engineer, shall prepare any supplemental drawings required illustrating how the
work may be installed so as to comply and on approval, make the changes at, no ' cost to the
Owner. On completion of the various portions of the work the installation shall be tested by
the constituted authorities and approved and on completion of the work, the Contractor shall
obtain and deliver to the Owner a final certificate of acceptance.
1.14 TERMINOLOGY
A. Whenever the words "furnish", "provide", "furnish and install," "provide and install", and/or
similar phrases occur, it is the intent that the materials and equipment described be furnished,
installed and connected under this Division of the Specifications, complete for operation
unless specifically noted to the contrary.
B. Where a material is described in detail, listed by catalogue number, or otherwise called for, it
shall be the Contractor's responsibility to furnish and install the material.
C. The use of the word "shall" conveys a mandatory condition to the contract.
D. "This section" always refers to the section in which the statement occurs.
E. "The project" includes all work in progress during the construction period.
F. In describing the various items of equipment, in general, each item will be described
singularly, even though there may be a multiplicity of identical or similar items.
1.15 COOPERATION AND CLEANING UP
A. The contractor for the work under each section of these specifications shall coordinate his
work with the work described in all other sections of the specifications to the end that, as a
whole, the job shall be a finished one of its kind, and shall carry on his work in such a manner
that none of the work under any section of these specifications shall be handicapped,
hindered, or delayed at any time.
02085 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 5
B. At all times during the progress of the work, the Contractor shall keep the premises clean and
free of unnecessary materials and debris. The Contractor shall, on direction at any time from
the Engineer, clear any designated areas or area of materials and debris. On completion of
any portion of the work, the Contractor shall remove from the premises all tools and
machinery and all debris occasioned by the work, leaving the premises free of all
obstructions and hindrances.
1.16 COORDINATION OF TRADES
A. The contractor shall be responsible for resolving all coordination required between trades.
For example:
B. Items furnished under Division 15 which require electrical connections shall be coordinated
with Division 16 for:
1. Voltage
2. 2. Phase
3. 3. Ampacity
4. 4. No. and size of wires
5. 5. Wiring diagrams
6. 6. Starter size, details and location
7. 7. Control devices and details
C. Items furnished under various sections which require plumbing connections shall be
coordinated for services, pressure, size and location of connections, type of fuel, clearances
for service, auxiliary devices required, etc.
D. Items requiring insulation shall be fully insulated and that insulation shall be checked against
manufacturer's directions and job requirements for suitability, coverage, thickness and finish.
E. Items installed in/on finished ceilings shall be coordinated with the ceiling construction. The
contractor under each section shall conform to the reflected ceiling plan and shall secure
details and/or samples of the ceiling materials as necessary to insure compatibility. Any
device not conforming to this requirement shall be replaced by the Contractor at his expense.
F. All items specified under Divisions 15 and 16 shall be installed tight, plumb, level, square
and symmetrically placed in relation to the work of other trades.
1.17 CUTTING AND PATCHING
A. The Contractor for work specified under each section shall perform all structural and general
construction modifications and cut all openings through either roof, walls, floors, or ceilings
required to install all work specified under that section or to repair any defects that appear up
to the expiration of the guarantee. All of this cutting shall be done under the supervision of
the Engineer, and the Contractor shall exercise due diligence to avoid cutting openings larger
than required or in wrong locations. Verify the scope of this work at the site and in
cooperation with all other trades before bidding.
B. No cutting shall be done to any of the structural members that would tend to lessen their
strength, unless specific permission is granted by the Engineer to do such cutting.
C. The Contractor for work under each section shall be responsible for the patching of all
openings cut to install the work covered by that section and to repair the damage resulting
from the failure of any part of the work installed hereunder.
D. Before bidding, the Contractor shall review and coordinate the cutting and patching required
under the respective section with all trades.
E. In all spaces where new work under Division 15 and 16 is installed and no other alteration or
refinishing work is shown or called for, existing floors, walls and ceilings shall be restored to
11
02085 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 6
match existing conditions. All cutting and patching shall be done by workmen skilled in the
affected trade.
F. Where openings are cut through masonry walls, the Contractor under each respective section
shall provide and install lintels or other structural supports to protect the remaining masonry
and adequate support shall be provided during the cutting operation to prevent any damage to
the masonry occasioned by the operation. All structural members, supports, etc. shall be of
the size, shape, and installed as directed by the Engineer.
1.18 SEALING
A. The Contractor installing pipes, conduits, ducts, etc., shall seal all spaces between pipes
and/or sleeves where they pierce walls, partitions or floors by packing fire resistant rope and
fire resistant cement. The packing shall effect a complete fire and/or air seal where pipes,
conduits, ducts, etc., pierce walls, floors or partitions.
1.19 ACCESS PANELS
A. Wherever mechanical and/or electrical equipment is installed and where future access is
required through either walls or ceilings and such cannot be obtained through the removable
ceiling or through other means, the Contractor shall provide Milcor Style "M" access doors at
least 12 inches by 12 inches in size or larger if required for access. Provide access doors for
all fire dampers, smoke dampers, valves, etc.
1.20 USE OF SYSTEMS
A. It is considered that it will be necessary to operate the mechanical systems to provide heating
and ventilation in portions of the building that are enclosed. As systems or portions of
systems become operable, they shall be operated as required to maintain habitable conditions
in enclosed portions of the building that are still under construction and portions that are fully
complete as may be required to properly protect installed piping, equipment and finishes.
B. In order to provide protection to ducts, plenums, etc. install temporary filters over or in return
air openings until all finished painting is completed. Protect supply outlets, coils, etc. as
necessary in each case.
C. Except for operation of cooling equipment to prove its performance and to adjust and balance
the systems, that equipment will not be operated for comfort of construction workers.
D. The use of the equipment for maintaining environmental and/or protective temperature
conditions shall in no way constitute acceptance of that equipment and the connected piping,
ducts, insulation, finishes, etc. by the Owner. Furthermore, it shall in no way shorten the
guarantee period hereinafter specified. The Contractor shall either secure extended
warranties from the vendors of equipment or shall purchase insurance to provide proper
coverage on the equipment through the guarantee period and shall file with the Engineer
substantiating affidavits from equipment manufacturers or a copy of the insurance policy
covering the equipment through the guarantee period. The personal underwriting of the
Contractor for equipment manufacturer's warranties is not acceptable, but his personal
underwriting of piping, ductwork, insulation, and associated materials is acceptable, subject
to the provisions of the contract.
E. The Contractor shall provide such labor as may be required in the operation of the systems
and shall pay all costs.
a 02085 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 7
1.21 PAINTING
A. New and touch up painting shall be performed by Contractor.
B. If the factory finish on any apparatus or equipment is marred, it shall be touched up and then
given one coat of half flat half enamel, followed by a coat of machinery enamel of a color to
match the original. Paint factory primed surfaces.
1.22 SALVAGE MATERIALS
A. Existing equipment, piping, duct, wire, conduit, fixtures, convectors, accessories, and other
items associated with the mechanical, electrical or plumbing systems, where abandon,
exposed to view or uncovered by any cutting or removal of general construction: If the item
has no continuing function (as determined by the Engineer) it shall be removed by the
Contractor under the section in which the item normally falls.
B. Existing items that are abandon shall be removed from building.
C. All items or materials removed from the Project shall be made available for the Owner's
inspection. The owner retains the option to claim any item or material. Contractor shall
deliver any claimed item or material in good condition to the place designated by the owner.
All items not claimed become the property of the Contractor and shall be removed from the
site.
1.23 SCHEDULE OF WORK
A. The Contractor shall program his work in such manner as to interfere as little as possible with
the normal routine of the Owner. It must be understood that the Owner will continue to
function throughout the construction period. All water, electrical and sanitary facilities shall
therefore be continued in operation with a minimum of interruption and the Contractor shall
make any temporary connections necessary to comply with this requirement.
B. The work under the various sections must be expedited and close coordination will be
required in executing the work. The various trades shall perform their portion of the work at
such times as directed so as to insure meeting scheduled completion dates, and to .avoid
delaying any other trade. The Engineer will set up completion dates, schedule the times of
work in the various areas involved, etc.
1.24 WORDING TIME
A. Where new connections are to be made into existing lines, present lines must be relocated or
rerouted, present equipment items relocated, or other work accomplished that would affect
the operation of the present building, the work shall be carried on at such times as to cause a
minimum of interference with the normal operation of that building. In certain cases the
work may be accomplished during normal working hours. The work may have to be executed
during times of the day outside of the normal working period, on holidays, etc. Each
individual case presents a separate decision as to the time during which it shall be performed.
The Contractor involved shall present each case to the Engineer for his decision, which will
be made after due consultation with the Owner. No additional compensation for overtime
will be granted for compliance with these requirements.
02085 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 8
1.25 INSTALLATION DRAWINGS
A. It shall be incumbent upon the Contractor to prepare special drawings as called for elsewhere
herein or directed by the Engineer to coordinate the work under each section, to illustrate
changes in his work, to facilitate its concealment in finished spaces or avoid obstructions, or
to illustrate the adaptability of any item of equipment which he proposes to use.
B. These drawings shall be used in the field for the actual installation of the work. Unless
otherwise directed, they shall not be submitted for approval, but three copies shall be
provided to the Engineer for his information.
1.26 OPERATING INSTRUCTIONS
A. The Contractor for each section of the work hereunder shall, in cooperation with the
representatives of the manufacturers of various equipment items carefully instruct the
Owner's representatives in the proper operation of each item of equipment and of each
system. During the balancing and adjusting of systems, the Owner's representative shall be
made familiar with all procedures.
1.27 OPERATING MANUALS
A. Prepare and submit 3 copies of the operating manuals bound in hard covers. Three weeks
prior to completion of the work, the Engineer will check the manuals and any additional
material necessary to complete the manuals shall be furnished and inserted by the Contractor.
B. Manuals shall contain the following data:
I . Catalogue data of all equipment.
2.. Shop drawings of all equipment.
3. Trouble shooting procedures for major equipment.
4. Wiring diagrams.
5. Recommended maintenance schedule for equipment.
6. Parts list for all items.
7. Name and address of each vendor.
1.28 GUARANTEE
A. Unless a longer guarantee is hereinafter called for, all work, material and equipment items
shall be guaranteed for a period of one year after acceptance by the Owner. All defects in
labor and materials occurring during this period, as determined by the Engineer, shall be
repaired and/or replaced to the complete satisfaction of the Engineer. Guarantee shall be in
writing and in triplicate.
1.29 COMPLETION REQUIREMENTS
A. Before acceptance and final payment the Contractor under each Division of the specifications
-s shall furnish:
1. Accurate "as built" record drawings, shown in red ink on blue line prints furnished for
that purpose all changes from the original plans made during installation of the work.
Drawings shall be filed with the Engineer when the work is completed.
2. All manufacturer's guarantees.
3. All operating manuals.
4. Guarantees.
02085 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 9
1.30 CONTRACTOR'S RESPONSIBILITY FOR FINAL INSPECTION
A. Before calling for the final inspection, the Contractor under each Division shall carefully
inspect his work to be sure it is complete and according to plans and specifications.
END OF SECTION
02085 GENERAL PROVISIONS FOR MECHANICAL AND ELECTRICAL 15000 - 10
SECTION 15201
FIRE PROTECTION SPRINKLER SYSTEM
PART 1- GENERAL
1.1 NOTE
A. Conform with applicable provisions of the General Conditions Special Conditions, General
Requirements, and Supplemental Conditions.
1.2 SUBMITTALS
A. Submit manufacturer's data on all materials, provide complete plan layout of system and
hydraulic calculation (for hydraulic design) for approval.
1.3 SCOPE
A. The attached plans show the area of work were the existing sprinkler system shall be
modified. The design and installation shall be done by a Contractor regularly engaged in
the construction of fire protection sprinklers systems and licensed for such by the
authorities having jurisdiction. Verify extent of work to be performed at site.
1.4 APPLICABLE SPECIFICATIONS
A. The design and installation of the Automatic Sprinkler Systems and the Alarm and
Supervisory Systems shall be in strict accordance with all mandatory and recommended
provisions of the NFPA, FM, UBC, and UL publications. All recommended provisions of
the NFPA (National Fire Codes) listed below shall be considered as mandatory
requirements.
B. Issues of the following publications, including revisions and amendment as of the date of
award of this contract, form a part of this specification.
l . National Fire Protection Association Standards (NFPA)
2. No. 101 Life Safety Code
3. No. 13 Sprinkler System
4. No. 70 National Electrical Code
5. No. 72 Fire Alarm Codes
6. No. 24 Outside Protection
7. Factory Mutual System, Factory Mutual Engineering Corporation Publication (FM)
8. Underwriter's Laboratories, Inc. Publication (UL)
9. Approved Equipment Lists (with supplements).
10. Interpretations of state and local authorities
1.5 GENERAL
A. All material and equipment shall be new and the current standard products of the
manufacturer. Where two or more items of equipment performing the same function are
required, they shall be exact duplicates, produced by one manufacturer. However,
component parts need not be products of the same manufacturer.
02085 FIRE PROTECTION SPRINKLER SYSTEM 15201 - 1
B. All materials and equipment shall be UL listed and/or FM approved for systems of the type
indicated on the drawings, unless otherwise noted, and shall conform to the requirements
of NFPA No. 13.
PART 2 - PRODUCTS
2.1 MATERIALS AND EQUIPMENT
A. The following is a listing of the materials and specifications. The list is comprehensive in
nature. It is not intended that all materials listed will necessarily be required, but that those
required for the
work be selected
from this listing. All pipe and fittings shall be
non -galvanized, except where called for on the drawings or required by code.
ITEM
SIZE (INCL)
SPECIFICATIONS
Pipe
All
Schedule 10 steel or heavier, ASTM A120 or
A53
Fittings, Grooved
All
Schedule 10, ASTM 120 Fir Grooved Fittings
Fittings, Screwed
All
Malleable iron, 150 lb, ANSI B16.3. Cast iron
acceptable.
Fittings, Flanged
All
Steel, 150 lb, ANSI B16.5. 'Cast iron not
acceptable.
Fittings, Welding
All
Steel, Sch. 40, ANSI B16.9
Flanges
All
Steel, 150 lb, ANSI B16.5. Cast iron not
acceptable.
Threadolets
Thru 2"
Steel, ANSI B16.11 ASTM A105
Sockolets
Weldolets
2" and larger
Steel, 90 degrees STD only, ANSI B16.9, ASTM
105
Plugs
All
Brass, square head, 125 lb, ANSI B16.5
Unions
Thru 2"
Malleable iron, 300 lb bronze to iron ground
joint
Flange Gaskets
All
Red rubber 1/16 inch, ANSI B16.21
Valves:
Globe Valves
Thru 2"
Screwed, bronze body, rising stem, 175 lb
WWP, screw -in bonnet, renewable disc,
Kennedy Fig. 97.
Angle Valves
Thru 2"
Screwed, bronze body, rising stem, 175 lb
WWP, screw -in bonnet, renewable disc,
Kennedy Fig. 98.
02085 FIRE PROTECTION
SPRINKLER SYSTEM 15201 - 2
Gate Valves Thru 2"
r,
Gate Valves 2-1/2" & Larger
Check Valve Thru 2"
Check Valves 2-1/2" & Larger
Auto Ball Drip 1/2 or 3/4
Sprinklers and Nozzles:
Automatic Sprinkler
head, standard upright
and pendant
Water Flow Alarm Devices:
Alarm check valves
. ;
Water Motor Gong
`
Miscellaneous:
Pipe Hangers Supports, and
Connections Pipe Escutcheons
'
Pipe Escutcheons
Sprinkler Escutcheon
Sprinkler Guard
Hypochlorite
Water Pressure Gage
Siamese
Screwed, bronze body, OS&Y, 175 lb WWP,
Kennedy Fig. 66.
Flanged, iron body, OS&Y, 175 lb WWP,
Kennedy Fig. 68
Screwed, bronze body, 175 lb WWP, horizontal
swing, renewable disc, Kennedy Fig. 442.
Flanged, iron body, 175 lb WWP, bolted bonnet,
horizontal swing, renewable seat & rubber faced
disc; Kennedy Fig. 126A.
Bronze, Grinnell Model F775.
Reliable Model G Head type,
165 degree temperature rating satin chrome
finish where exposed in finished areas. Provide
quick response heads where required.
Alarm check valve, complete with trim including
retard chamber & connections for pressure
switches for local alarm bell & water flow
transmitter. Reliable Model E.
Reliable Model C.
Approved type, in accordance NFPA No. 13 and
No. 15 requirements.
Chromium -plated brass, one piece held in place
by setscrew.
Two-piece, finish to match sprinkler except
where otherwise specified on drawings. Depth as
required to position sprinkler.
Approved guard, standard baked red enamel
finish.
AWWA 300
3-inch minimum dial, 0-300 psi range, polished
brass case, Federal Spec. GG-G-76.
2-1/2"x2-l/2"x4" chromium plated flush
mounted with caps, chains and sillcock. Mark
"AUTO SPKR".
FIRE PROTECTION SPRINKLER SYSTEM
15201 - 3
2.2
2.3
Tamper Valve Switch Notifier OSY2
Flow Switch Notifier WFD Series
JOINTS
A. Joints shall be the grooved or threaded type for 2" and smaller, and shall be grooved,
welded or flanged for 2-1/2" and larger.
B. Threaded Joints: Threads shall be concentric with the outside of the pipe and shall
conform to ANSI B2.1. Threaded joints shall be made tight with an approved thread joint
compound or tape. Joint compound shall be applied lightly but sufficiently to cover male
threads only. Leaking joint shall not be repaired by peaning or packing.
C. Flanged Joints: Flanged joints shall be faced -true, provided with 1/16 inch red rubber
gaskets, and made square and tight. When made up, flange bolts shall extend through nuts
by at least one full thread. No flanges shall be placed in locations which will be
inaccessible after erection.
D. Welded Joints: All welding, including methods and qualifications of welders, shall be in
strict accordance with the standards and requirements specified in NFPA Nos. 13 and 15.
All welds are subject to inspection by the Contracting Officer. The Contracting Officer
reserves the right to accept, reject, or demand removal of welds which are in violation of
these specifications. Welded branch connections to headers shall be made by use of
threadolets, sockolets or weldolets type fittings.
E. Cutting: Pipe shall be cut accurately to measurements shown on the shop drawings and to
suit field conditions, and shall be carefully worked into place without forcing or springing.
All cuts shall be reamed to remove fins and burrs.
BACKFLOW PREVENTER
A. Provide and install complete and new backflow preventer assembly as shown on the
drawings. It shall be installed in conjunction with the existing backflow preventer
assembly and piped sot that either or both devices can be used at the same time. The
assembly shall be designed and approved, by all authorities having jurisdiction, for
protecting the potable water supply to the building.
B. The backflow preventer shall operate on the reduced pressure principle. Two check valves
in series with a reduced pressure zone between them shall be utilized. An integral relief
valve in the reduced pressure zone shall provide two channels: one for air in, one for water
out. The backflow shall protect against back-siphonage and back pressure even if both
check valves are fouled.
C. The assembly shall be rated for a pressure of 175 psig at 110 degrees F.
D. The check valve bodies shall be flanged pattern cast iron valves with NSF 61 listed — FDA
approved epoxy coating. Check seats shall be bronze. The relief valve seat shall be
stainless steel. There shall be no ferrous metal components shall be exposed to the water
supply.
E. Provide resilient seat OS&Y gate valves as specified for shut-off on both sides of the
assembly. Provide a strainer with blow -off valve to protect the assembly against trash in
the water supply.
F. Provide a drain line from the relief valve to the existing floor drain with an air gap fitting
at the valve.
G. The assembly shall have a pressure drop of not more than 11 PSIG when flowing water at
a nominal velocity of 8 ft. per second. Assembly shall be Watts Series 909 or equal.
02085 FIRE PROTECTION SPRINKLER SYSTEM 15201 - 4
H. Provide completely assembled with auxiliary piping and brass try cocks. Assembly shall
be arranged for convenient testing. Testing will be done by University personnel using
their own test instruments.
PART 3 — EXECUTION
3.1 INSTALLATION
A.
Piping material, including valves and fittings, shall be delivered to the site in a clean and
protected condition. End seals of pipe, valves and flange covers shall be maintained in
place, being removed only as necessary for cleaning, fabrication, erection or for inspection
by the Contractor. Care shall be exercised in the handling and storage of all piping
materials and prefabricated piping so that contamination by moisture, grease, dirt, or
injurious foreign matter shall not occur.
B.
The pipe shall be cut accurately to centerline measurements to suit field conditions, and
shall be carefully worked into place without forcing or springing. Piping shall be pitched to
allow proper drainage.
C.
The interior and exterior surfaces of all piping shall be kept clean at all times. Pipe shall
be free from fins and burrs and shall be cleaned in accordance with cleaning procedures
herein.
D.
No flanges or unions shall be placed in locations which will be inaccessible after erection.
E.
All valves shall be properly packed and made leakproof under the test pressures described.
F.
All piping passing through walls shall be provided with pipe sleeves two pipe sizes larger
than the systems piping they accommodate or approved steel sleeves providing annular
space around the pipe. Annular space shall be made weather and watertight.
G.
Where pipes pass through fire walls, fire partitions, or floor/ceiling assemblies,
firestopping shall be applied, see Section 16500.
H.
Escutcheons: Pipe escutcheons shall be provided at all finished surfaces where exposed
piping passes through floors, walls or ceiling except in boiler, utility, or equipment rooms.
sSprinkler
escutcheons shall be provided for all pendant heads through ceilings.
Escutcheons shall be fastened securely to the pipe.
I.
Signs: All control drain and inspector's valves shall be provided with porcelainized metal
identification signs. All hydraulically designed systems shall be provided with a
permanently attached nameplate data sign as recommended by NFPA No. 13.
J.
Sprinkler Guards: All sprinkler heads installed within 7 feet of the floor or otherwise
subject to mechanical damage shall be equipped with sprinkler guards.
K.
Testing: Testing of the sprinkler systems and alarm systems shall be as prescribed by
NFPA Pamphlet No. 13 and 72. Each test shall be in the presence of an authorized
representative of the owner. This representative shall sign the Certificate of Inspection as
a witness of a successful test. The Contractor shall deliver these certificates of inspection
in duplicate to the Engineer.
L.
Sterilization: All new lines shall be flushed and sterilized with chlorine before acceptance
for service. Calcium hypochlorite powder, containing not less than 70% available
chlorine, shall be used for sterilization. The amount of chlorine applied shall be such as to
provide a dosage of 100 ppm for at least 24 hours. At the conclusion of the 24 hour
contract time, C12 residual should be at least 20 ppm. The chlorinating material shall be
mixed with treated water in an acceptable container and injected directly into the system,
the process being repeated until the system is filled. All valves in the system shall be open
.n
and closed 3 times during the procedure to insure that the sterilizing mixture is thoroughly
02085
FIRE PROTECTION SPRINKLER SYSTEM 15201 - 5
and evenly distributed throughout the system. After a contact period of not less than 24
hours, the system shall be flushed with water.
M. Procedure for Placing Systems in Service: The Contractor shall place the systems in
service with the operating mediums after purging operations are completed. The
Contractor shall furnish all labor and tools required.
N. Electrical Work: All electrical work in connection with the installation of the fire
protection system shall be performed in accordance with Division 16.
O. Spare Sprinkler Heads: The Contractor shall furnish spare heads in accordance with NFPA
Pamphlet No. 13. Heads shall be provided in a suitable cabinet and shall be representative
of, and in proportion to, the number of each type and temperature rating of heads installed.
In addition to the spare heads, the contractor shall furnish not less than one special
sprinkler wrench per cabinet. The Cabinets shall be mounted at the system's riser.
END OF SECTION
02085 FIRE PROTECTION SPRINKLER SYSTEM 15201 - 6
SECTION 15401
AIR DISTRIBUTION
PART 1- GENERAL
1.1 NOTE
A. Conform with applicable provisions of the General Conditions Special Conditions, General
Requirements, and Supplemental Conditions.
1.2 SUBMITTALS
A. Submit manufacturer's data on all materials.
1.3 SCOPE
A. This section of the specifications comprises the furnishing of all labor, materials,
transportation, tools and appliances and in performing all operations, in connection with the
installation of apparatus casing, ductwork, plenums, linings, air distribution devices,
dampers and control devices, relief air vents, curbs and other materials and accessories as
described herein and/or as shown on the accompanying drawings, or reasonably implied
therefrom.
B. In addition, connect all air conditioning units, automatic dampers, filters' and all other
materials and install (and/or cooperate in the installation with other trades) those various
items of equipment and materials. . "
PART2-PRODUCTS
2.1 LOW PRESSURE DUCTWORK
A. Except as otherwise specified herein, in other sections of the specifications, and/or noted
on the drawings, low pressure ducts shall be constructed of galvanized steel sheets in
accordance with the recommended construction for low pressure ducts insofar as gauges of
metal to be used, bracing of joints and joint construction as established in the latest edition
F of the ASHRAE HANDBOOK.
B. Duct construction details shall conform to "HVAC Duct Construction Standards", 1st
Edition, (1985) published by the Sheet Metal and Air Conditioning Contractors National
Association, Inc. (SMACNA). Refer to the fan schedules (TSP) for system pressures.
Construction shall be suitable for actual duct system pressures.
C. Make square elbows where shown or required, with double thickness factory -fabricated
turning vanes. Make all other changes in direction with rounded elbows having a
centerline radius equal to 1-1/2 times the width of the duct in the plane of the bend.
D. Make transformations in duct shape or dimension with gradual slopes on all sides. Make
increases in dimensions in the direction of air flow, with a maximum slope of V in 7" on
any side. Make decreases in dimensions in the direction of air flow preferably with a slope
of 1" in 7" on any side, but with a maximum slope of 1" in 4" where conditions necessitate.
1 02085 AIR DISTRIBUTION 15401 - 1
E. Ducts shall be routed in conjunction with pipes, electrical conduits, ceiling hangers, etc. so
as to avoid interferences insofar as possible. Where duct penetrations are unavoidable, t -
provide streamline shaped sleeves around such material penetrations, made airtight at duct
surfaces, except that such sleeves are not required at tie rods. Where obstructions are of a
size to exceed 10% of the duct area, the duct shall be transformed to maintain the same
duct area.
F. Ducts:
1. Insulate the supply, return and fresh air ducts with 0.75 lb. density, 2" thick Manville
"Microlite R Series" glass fiber flexible insulation having a factory applied FSKL
vapor barrier jacket.
2. This insulation shall be secured, vapor barrier side out, to sheet metal. On horizontal
runs, lap top and bottom sheets over edges of side pieces. Butt joints tightly. Except
on ducts handling warm air only, seal all joints, punctures, breaks and fasteners with
two coats of Benjamin Foster 30-35 adhesive. Embed three inch wide Glassfab
membrane in adhesive between coats. Install with not more than 25% compression
in accordance with manufacturer's installation instructions.
3. Cover all joints, punctures and breaks with three inch wide facing strip.
4. Ducts handling warm air only need not be vapor sealed.
2.2 DUCT SEALER
A. All air ductwork shall be sealed to provide airtight construction. Metal surfaces to beLi
joined shall be clean, dry and free of dirt or grease. Apply a heavy coat of Kingco
Seal -Rite 18-120 to the interior metal surface of the slip joint, then interlock into place -1
metal duct sections. Apply a heavy coat of 18-120 to the exterior metal surface duct joint,
making sure any voids are filled to secure a continuous air pressure sealant.
B. Allow sealant to dry a minimum of 48 hours before pressurizing system. 1
2.3 FIRE/SMOKE DAMPER
A. Furnish and install a combination fire/smoke damper in all ducts penetrating fire/smoke
partitions. Each combination fire and smoke damper shall meet all requirements specified
elsewhere for fire dampers and additionally shall include an operating shaft which, when
rotated 90 degrees, causes damper to operate between closed and open. Operating shaft
and damper combination shall be suitable for linking to and operation by a damper
operator. Combination fire/smoke dampers shall be Ruskin type FSD-36, Class II, 250
deg. F., 10 CFM/SF leakage @ 1 "SP for low pressure applications and Ruskin type FSD-
60, Class I, airfoil blade, 4 CFM/SF @ 1 "SP for high pressure applications.
B. Each combination fire/smoke damper shall be furnished complete with factory sleeve and
damper operator factory installed on exterior of sleeve and properly linked to damper
operating shaft. Actuator shall be of the spring return fail closed type that will close LJ
damper upon power interruption. Damper operators shall be UL listed as fire damper
operators and bear the UL label for such. Blade edge seals shall be silicone rubber and i
galvanized steel mechanically locked into blade edge (adhesive or clip -on seals not
acceptable).
C. The smoke damper shall close on a signal from the fire alarm system or from the operator
of a smoke detector. tj
[l
02085 AIR DISTRIBUTION 15401 - 2
D. Provide access doors with ductports in the duct and a ceiling access door if necessary for
servicing the damper and actuator.
END OF SECTION
02085 AIR DISTRIBUTION 15401 - 3
No Text
SECTION 15800
TEMPERATURE REGULATION
PART 1- GENERAL
1.1 NOTE
A. Conform with applicable provisions of the General Conditions Special Conditions, General
Requirements, and Supplemental Conditions.
1.2 SUBMITTALS
A. Submit manufacturer's data on all materials and equipment. Include system schematics
indicating all devices, pneumatic piping, electrical wiring and sequence of operation.
Sequence of operation shall reference each component device by designation used on
schematics.
1.3 SCOPE
A. This Contractor shall include in his bid an amount necessary to connect fire and smoke
dampers, and to remotely annunciate a fire alarm signal. It is intended that the system be
pneumatic in its operation except for certain sensing functions, remote starting and
stopping provisions, resetting arrangements, and alarm indications which can best be
performed by electronic instruments. It shall include all master and submaster thermostats,
valves, dampers, and operators, amplifiers, air receivers, switches, piping, air regulator,
relays, multiplexers, cabinets, etc. required to make it complete in full accordance with the
intent of the plans and the following description.
B. The wiring for all the remote indicating, motor control, control set point and adjustment
and alarm devices shall originate in a terminal board and extend to and connect to all
multiplexers, relays, thermocouples, and similar devices. The wiring shall be performed
by the Contractor under this section in accordance with diagrams on the plans, as specified
herein and as indicated on the drawings which this contractor shall provide.
C. The Contractor shall furnish and install all automatic dampers, and all automatic valves.
The Contractor shall furnish, install, and adjust all damper and valve operators and all
other switches, relays, etc. comprising the temperature regulation system. The Contractor
shall furnish all pneumatic solenoid valves as required for the proper functioning of the
fire alarm system, suitable for accepting a signal for operation of the valve. Temperature
regulation specified herein is based on Johnson Controls, Honeywell, or Powers.
D. The Contractor shall coordinate with the fire alarm contractor to annunciate (through
contact closure) a fire alarm condition. The signal shall be sent through the existing
Metasys commection to the City BAS computer in City Hall.
02085 TEMPERATURE REGULATION 15800 - 1
PART i - PRODUCTS
2.1 COMPRESSED AIR
A. The existing air compressor will be reused to provide control air. This Contractor shall
begin at the existing air line, connect 1" to the service and extend it according to the
various requirements cited by, and inherent to, the descriptions herein. A manual valve
shall be provided to allow isolation of the building from the service. Verify the location of
the existing air line. Provide a ball valve at connection point.
2.2 GAUGES
A. Provide and install two inch dial pressure gauges at each pneumatic valve and damper
operator to indicate its performance. All such gauges shall be identified by a permanent
tag or label indicating to which operator they apply.
2.3 PNEUMATIC ACTUATORS
A. Pneumatic operators shall be sized to operate their appropriate dampers or valves with
sufficient reserve power to provide smooth modulating action or two -position action as
specified.
B. Where sequencing of actuators is called for such sequencing shall be accomplished by
spring ranges adequate for the application.
C. Where critical application controllers are used, or where actuators are controlled' from
pressure sensors, pilot positioners shall be used.
END OF SECTION
02085 TEMPERATURE REGULATION 15800 - 2
i
SECTION 16010
ELECTRICAL
PART 1- GENERAL
1.1 NOTE
A. Conform with applicable provisions of the General Conditions, Special Conditions, General
Requirements, and Supplemental Conditions.
1.2 SUBMITTALS
A. Submit manufacturer's data on all materials.
1.3 SCOPE
A. The work shall include furnishing and installing all electrical work, including final
connections to all devices and placing them in service.
1.4 SYSTEMS OF WIRING
A. Electrical Service: Combined 208Y/120 volts, 3 phase, 4 wire, 60 Hz. service, for lighting
and power.
B. Power Feeders: 208 volts, 3 phase, 3 or 4 wire as noted.
C. Lighting Feeders: 208/120 volts, 3 phase, 4 wire.
D. Branch Circuits: 2, 3, or 4 wire as is most convenient for the contractor or as required to
properly serve the load.
PART 2—PRODUCTS
2.1 CONDUITS
A. Rigid Steel Conduit: Rigid, threaded, thick -wall; galvanized inside and outside or
galvanized outside with a protective coating inside; UL listed and labeled according to
Standard UL6; conforming to ANSI Standard C80.1; Pittsburg, Republic Steel, Robroy or
Allied.
B. Electrical Metallic Tubing (EMT): Steel tubing, galvanized outside and provided• with a
slick corrosion resistant interior coating; UL listed and labeled according to Standard 797;
conforming to ANSI Standard C80.3; Pittsburg, Republic Steel, Robroy or Allied.
C. Flexible Metal Conduit: Spirally wound with hot dip galvanized steel strips (commercial
Greenfield); conforming to UL Standard UL l and UL listed and labeled; Triangle Conduit
and Cable Company, or equivalent.
2.2 CONDUIT FITTINGS
A. Couplings and Terminations for Rigid Steel Conduit: Factory made steel threaded
couplings; bushing at all boxes and cabinets, with locknuts inside and outside box or
cabinet.
02085 LIGHTING 16010 - 1
B. Couplings and Terminations for Electrical Metallic Tubing: Join lengths of EMT with steel
compression couplings. Attach EMT to boxes or cabinets with steel compression -type box
connectors having an insulated throat with locknuts. Where grounding bushings are
required at terminations, they shall be T & B Series 3802, or equivalent. Set screw type
connectors or indent connectors will not be allowed.
C. Couplings and Terminations for Flexible Metal Conduit: T & B 440 Series couplings at
connections between flexible and rigid conduit; T & B 3110 or 3130 Series nylon insulated
throat, steel connectors at box or cabinet terminations.
2.3 OUTLET BOXES
A. UL listed of sizes and types specified.
B. Sheet Steel Boxes: Sheet steel not lighter than No. 14 gauge, galvanized after fabrication;
Raco, Steel City or Appleton.
C. Cast Metal Boxes: Cast iron or cast alloy with threaded hubs; Crouse -Hinds, Appleton or
Pyle National.
2.4 PULL BOXES AND JUNCTION BOXES
A. Sheet steel, galvanized inside and outside, with galvanized covers.
B. Small Boxes: For boxes where the volume required is not over 100 cubic inches, use
standard outlet boxes.
C. Larger Boxes: For boxes where the volume required is over 100 cubic inches, use cabinets
as specified for panelboard cabinets with covers of same gauge as boxes, secured with
corrosion resistant bolts or screws.
2.5 CONDUCTORS (600 VOLTS AND UNDER)
A. Type: Soft drawn, annealed copper, UL listed, rated at 600 volts, continuous without weld,
splice or joint, uniform cross-section, free from flaws, scale and other imperfections;
Okonite, Triangle, United Copper Industries, Anaconda or Simplex. No. 8 and larger shall
be stranded; No. 10 and smaller shall be solid.
B. Insulation: Branch circuits shall have type THHN/THWN, THW, or RHW insulation
unless the type is specifically designated or specified. Service feeders shall be type
THIIN/THWN or THW. Feeder circuits shall be Type THW. or THHN/THWN
C. Circuits Subjected to High Temperatures: Type RHH conductors for wiring in proximity to
boilers, and for motors and devices subject to high temperature because of high ambient
temperature or convection or radiant heat.
D. Lighting Fixture Conductors: Type and size approved by the NEC for the purpose.
2.6 JOINTS AND SPLICES
A. Stranded Copper Conductors: UL approved solderless bolted pressure connectors or
Thomas and Betts Series 54000 compression connectors. All connectors shall be of proper
sizes to match conductor sizes. All compression connectors shall be applied with properly
sized dies and tools. Split -bolt connectors are not acceptable.
B. Solid Copper Conductors: UL approved solderless bolted pressure connectors; or UL
approved electrical spring connectors of "Scotchlok", Ideal or T & B "Piggy" make. All
connectors shall be of proper sizes to match conductor sizes. Split bolt connectors are not
acceptable.
1
02085 LIGHTING 16010 - 2
r,
2.7 COLOR CODING
A. Phase conductors shall be black, red and blue for phases, A, B, and C respectively in the
208 volt system. Neutral conductors shall be white and grounding conductors shall be
green.
PART 3 - EXECUTION
3.1 INSTALLATION OF BUILDING RACEWAYS
A.
All wiring of every description shall be run in conduit or electrical metallic tubing unless
noted or specified otherwise. Conduits may be run exposed in machinery and electrical
rooms and unfinished areas. All other conduits shall be run concealed unless otherwise
noted. All exposed runs shall be installed parallel to the surface of the building in a neat
and orderly manner.
B.
Types: All conduits installed in wet or damp locations, or on roofs shall be rigid
galvanized steel conduits. Above grade interior conduits shall be rigid galvanized steel
conduit, intermediate metal conduits or electrical metallic tubing. Conduits installed below
grade in slabs or buried in earth shall be PVC or PVC coated rigid galvanized steel or
wrapped rigid galvanized steel.
C.
Sizes: Size and install raceways so that conductors may be drawn in without injury or
excessive strain. Make field bends with approved bending devices. Do not install bends or
offsets in which conduit is crushed, deformed or otherwise injured.
D.
Connections: Use lengths of flexible metal conduit, not less than 12" long at final
connections to all motors, generators, controls and other devices subject to movement
because of vibration or mechanical adjustment. Use flexible metal conduit also at
connections to recessed lighting fixtures, and elsewhere as required. In damp or wet
locations, and where installed outdoors, use liquidtight flexible metal conduit.
E.
Around Heat Producing Equipment: Do not install raceways within 3" of steam and hot
water pipes, breeching and flues, except where crossings are unavoidable, and then keep
raceways at least 1" from insulation on the pipe, breeching or flue crossed. Wherever
possible, avoid installing raceways directly above or in close proximity to boilers and other
like objects operating at high temperatures.
F.
Damp or Wet Locations: In damp or wet locations make every effort to avoid installing
raceways in a manner which will create moisture traps. Where they must be so installed,
seal both ends of raceways with an approved sealing compound to prevent "breathing" and
moisture condensation within the raceways.
G.
Different Systems: In systems operating at more than 300 volts between phase conductors,
where different phase conductors are to be run to a common gang wall switch box, install a
separate conduit for each different phase wire and its return switch leg, and provide
substantial barriers between adjacent switches in the box so that two different phase wires
will not be the same compartment.
H.
Joining Rigid Conduits: Join with threaded couplings. Ream out all conduit ends after
threading. Secure rigid conduits at panel boxes, junction boxes, pull boxes, switchboards,
support boxes, or sheet metal outlet boxes by galvanized locknuts, inside and outside, with
insulating bushing inside. Unthreaded set screw type couplings or connectors are not
m
acceptable in rigid conduit systems. No running threads shall be used anywhere in conduit
systems.
I.
Protection of Raceways: Seal ends of all raceways with blank discs ("pennies"), push
pennies or other approved closers during construction. Do not pull any conductors into
02085
LIGHTING 16010 - 3
3.2
raceways until all plastering in the vicinity is completed. Swab out all raceways before
pulling in conductors. ;
J. Penetrations: Wherever raceways pass through floors, walls partitions, etc., carefully fill
any space between the outside of the raceway and the building material to .prevent passage
of air, water, smoke and fumes. Filling material shall be fire resistive and installed to meet
requirements of the UL Fire Resistance Directory.
INSTALLATION OF OUTLET BOXES
A. Usage: Provide at each outlet or device of whatever character a metal outlet box in which
conduits shall terminate.
B. Boxes recessed in construction: Sheet steel boxes.
C. For Lighting Fixture Outlets: 4" octagonal by 1-1/2" minimum depth with 3/8" fixture stud
for incandescent lights which are surface mounted, wall mounted or suspended.
D. For Wall Switches, Receptacles and Communications Use: Use 4"x4" size with proper
square cornered tile wall cover, plaster cover, or finishing plate, except where construction '
will not permit or the device requires a larger box. ,
E. Wall Mounted Telephone Outlet Boxes: 4-11/16" square by 2-1/8" deep, unless otherwise
noted or unless wall construction requires a smaller box.
F. Boxes for Exposed Work: Cast metal boxes.
G. Boxes for Outdoors: Cast metal boxes with gasketed covers.
3.3 INSTALLATION OF PULL AND JUNCTION BOXES
A. Sizing:Size all pull and 'unction boxes in accordance with using larger sizes than t'
P J NEC,� g g t_.i
required by code where job conditions so indicate.
B. Mounting: Fasten all boxes securely to the building construction, independent of conduit
systems. On concealed conduit systems where boxes are not otherwise accessible, set box H11
covers flush with finished surfaces for access.
3.4 WIRE PULLING
A. Wire Pulling: Provide suitable installation equipment for pulling conductors into raceways
or conduits. Use ropes of polyethylene, nylon or other suitable material to pull in
conductors. Attach pulling lines to conductors by means of woven basket grips or by
pulling eyes attached directly to conductors. All conductors to be installed in a single
conduit shall be pulled in together. Pull no conductors into conduits until all work of a
nature which may cause injury to conductors is completed. Use an Underwriters' listed
cable pulling compound where necessary.
B. Cable Lubricants: All cable lubricants shall be UL listed, and shall be certified by their
manufacturer to be non -injurious to the insulation on which they are used.
C. Pulling Devices in Empty Raceways: Provide in every empty raceway, not containing
conductors to be installed by this Contractor, a suitable pull line to facilitate future
installation of wiring. Lines shall be free from splices and shall have ample exposed length
at each end. Identify each end of each line with a linen tag bearing complete information as
to the purpose of the raceway and the location of its other end. All lines shall be nylon or
polyethylene cord with a tensile strength not less than 200 pounds.
02085 LIGHTING 16010 - 4
3.5 INSTALLATION OF BUILDING WIRE (600 VOLTS AND UNDER)
A. Feeders: Run all feeders their entire length in continuous pieces without joints or splices,
insofar as practicable. Make joints in branch circuits only where circuits divide as shown
on drawings. Such joints shall consist of one through circuit to which shall be spliced the
tap circuit.
B. Branch Circuits: Not more than one power or lighting circuit shall be installed in a single
conduit, except that one 3-wire circuit or one 4-wire circuit consisting of 2 different phase
wires and a common neutral or 3 different phase wires and a common neutral may be
installed in a single conduit. This provision shall not prohibit the installation in a single
conduit of all conductors of a circuit with three- and four-way switching.
C. Sizes: No wire shall be smaller than No. 12 except for signal or control circuits, and except
for individual lighting fixture taps as permitted by the National Electrical Code.
D. Receptacle and Motor Branch Circuits: No. 12 conductors unless noted or, scheduled
otherwise.
E. Joints and Splices: Make joints and splices only where necessary and only at outlet boxes
and pull boxes. All joints shall be mechanically and electrically secure. After a joint or
splice is complete, insulate it with Okonite rubber tape, and Manson friction tape to snake
the insulation of the joint or splice equal to that of the conductor. In lieu of this, 3M
Company's "Scotch" No. 33 vinyl plastic tape may be used if applied in at least four layers
(half lapped in two directions), with all larger splices, terminals, sharp corners and voids
being first protected by application of "Scotchfil" insulating putty.
F. Conductor splices in wet locations shall be made in accordance with the conductor
manufacturer's recommendations.
G. The building structural steel frame shall be grounded to the building service grounding
electrode, using the conductor size specified in National Electrical Code Section 250-66.
3.6 EQUIPMENT GROUNDING CONDUCTORS
A. Provide a separate, green -insulated copper grounding conductor, with insulation of the
same rating as phase conductors, for each feeder and for each branch circuit indicated.
Install the grounding conductor in the same raceway with the related phase and neutral
conductors, and connect the grounding conductor to pull boxes or outlet boxes at intervals
of 100 feet or less. Where paralleled conductors in separate raceways occur, provide a
grounding conductor in each raceway. Connect all grounding conductors to bare grounding
bars in panelboards, and to ground buses in service equipment to the end that there will be
an uninterrupted grounding circuit from the point of a ground fault back to the point of
connection of the equipment ground and system neutral. Size all of these grounding
conductors per NEC Table 250-122.
3.7 EQUIPMENT WIRING
A. Connect complete for operation all items of heating, air conditioning, sprinkler equipment,
and all other electrical devices furnished by the Owner or under other Divisions of the
specifications. Outlets of various types have been indicated at equipment locations, but no
indications of exact location or scope of the work are shown on the drawings. Refer to the
Owner and to the various Contractors for the work under the other Divisions for the scope
of connections to equipment furnished by them and for the exact locations of all items.
Request of the Owner and the aforementioned suppliers and contractors all rough -in
drawings required for proper installation of the electrical work, in ample time to permit
preparation of the drawings and thus avoid delays on the job.
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B. Where disconnect switches or circuit breakers are not provided integral with control
equipment for motors and other electrical appurtenances, provide and install all disconnect
switches required by the National Electrical Code and/or indicated.
END OF SECTION
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