HomeMy WebLinkAboutResolution - 5441 - Contract - Lubbock Building Services Inc - Lubbock Municipal Coliseum - 03_13_1997RESOLUTION NO. 5441
Item #34
March 13, 1997
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, attached herewith, by and
between the City of Lubbock and Lubbock Building Services, Inc., of Lubbock, Texas, to
install and furnish all materials and services as bid for the Lubbock Municipal Coliseum, and
any associated documents, which Contract shall be spread upon the minutes of the Council and
as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if
fully copied herein in detail.
Passed by the City Council this 13th day of March , 1997.
1Q01W1.tTON,• '
A T:
yth a Darnell, City Secretary
APPROVED AS TO CONTENT:
Vim`
Victor Kilmak, Purchasing Manager
AS TO FORM:
Donald G. Va
City Attorney
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March 4, 1997
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CITY OF LUBBOCK
SPECIFICATIONS FOR
LUBBOCK MUNICIPAL COLISEUM
EXIT DOOR INSTALLATION
BID #97038
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CITY OF LUBBOCK
Lubbock, Texas
1 ITB #97038, Addendum 01
Use of Loading Areas and Concourse - The Coliseum shall make space not used for events available
to the Contractor to assist In the storage of m erials to be installed. Loading areas shall be made
available to the contractor, coordinated with Cqliseum Events requirements, for unloading of new
materials and disposal of demolished material .
" Cleaning and Maintenance - The contractor shall store all construction equipment and materials in
the designed storage area as determined by the Owner. During periods between demolition and
construction work and at the end of each work day, the Contractor shall leave the job premises
broom clean and remove all waste and staged Installation materials from the areas to be occupied by
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events activities as they are scheduled.
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The Contractor shall cooperate with the Owner during construction operations to minimize conflicts
and facilitate Owner usage. during periods where the work sequence is interrupted by a scheduled
event, the Contractor shall remove construction material, clean, and restore the area to an
acceptable condition of operation, as determined by the Owner. The Contractor shall schedule in
advance with the Owner, certain operations which generate high level of noise, dust, or toxic air
pollutants which may cause disruption to pending event activities.
Clean and repair damage caused by installation or use of temporary facilities. Restore related areas
to conform to pre-existing conditions. All grounds and landscaping items damaged during
construction must be restored to like original conditions. Previously turfed bare soil in the immediate
vicinity of construction work or damaged during the work must be restored by installation of new sod,
reseeding or installation of the plant materials (shrubs, trees, etc.)
At the end of each work day, or whenever the site is vacated by the Contractor, all work areas shall
be properly secured to prevent unauthorized entry to the Coliseum. Any damage to the structure in
order to properly secure work areas shall be repaired by contractor.
TABLE A
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MARCH
21 30
APRIL
4,5,11,18-21,25,26
MAY
9,10,23,24.28
JUNE
10-15,20,21,27
JULY
15-29
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• rrB 097o38. Addendum 01
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All requests for additional information or clarification must be submitted in writing and directed to:
Ron Shuffield, Senior Buyer
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
Questions may be faxed to : (806)767-2170
or Email to: RShuffieid@mail.cl.lubbock.tx.us
THA YOU,
Ron Shuffield
Senior Buyer
r PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID
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CITY OF LUBBOCK
INVITATION TO BID
FOR
TITLE: LUBBOCK MUNICIPAL COLISEUM EXIT DOOR INSTALLATION
ADDRESS: LUBBOCK, TEXAS
BID NUMBER: 97038
PROJECT NUMBER: 9719.9226
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
INDEX
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
SPECIAL CONDITION
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NOTICE TO BIDDERS
NOTICE TO BIDDERS
BID #97038
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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 2:00
o'clock p.m. on the 27th day of February, 1997, or as changed by the issuance of formal addenda to all planholders, to
furnish all labor and materials and perform all work for the construction of the following described project:
"LUBBOCK MUNICIPAL COLISEUM EXIT DOOR INSTALLATION"
After the expiration of the time and date above first written, said sealed bids will be opened in the office of the
j Purchasing Manager and publicly read aloud.
It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager
for the City of Lubbock, prior to the expiration of the date above first written.
The City of Lubbock will consider the bids on the 13th day of March, 1997, 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. 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 $100,000 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, as the
rating of the bond company is a factor that will be considered in determination of the lowest responsible bidder.
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
recourse 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 10 days after notice of
award of the contract to him.
f 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 pre -bid conference on
18th day of February, 1997, at 10:00 o'clock a.m., in the Purchasing Conference Room L-04, Lubbock, Texas
`R 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
J 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
i 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 Human Relations Office at
(806) 767-2281 at least 48 hours in advance of the meeting.
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C TY OF LUBBOCK
VICTOR KILM
PURCHASING MANAGER
Bid documents may be obtained upon request from the Purchasing Department at 1625 13th Street,
Room L-04, Lubbock, Texas 79401; Telephone (806)767-2167/Fax (806)767-2164.
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GENERAL INSTRUCTIONS TO BIDDERS
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City of Lubbock
P.O. Box 2000
Lubbock, Texas 7J457
B06-767-3000
rre #97038, Addendum #1
ADDENDUM V
ITB #97038
LUBBOCK MUNICIPAL COLISEUM
EXIT DOOR INSTALLATION
MAILED TO VENDOR: February 20, 1997
CLOSE DATE: February 27, 1997 @ 2:00 p.m.
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any Item called for in the ITB documents is supplemented here, the original requirements, not
affected by this addendum, shall remain in effect.
1. Page A-1 of drawings for Coliseum Door additions: Door Type 'B' indicated as bid alternate #1 shall
be included in the total base bid.
2. Please find enclosed the schedule of events to be held in the coliseum during the time of
constriction for this project.
3. Event Coordination within the Coliseum - The Coliseum hosts national and local meetings, trade
shows, conventions, events and related activities. In anticipation of the renovation work, openings in
the Events Schedule will try to be 'held' to accommodate the renovations of this project. However,
the Events shall take precedence over the renovation activities and the work schedule of the
contractor must address these conditions.
The Contractor and the Coliseum shall mutually coordinate even and renovation work schedules to
accomplish this project and minimize disturbance to event activity. The Contractor may require, due
to prior Event commitments of the Coliseum, to alter his desired construction schedule. it is
envisioned the work can be scheduled to avoid such conflicts. It is the intent of this project to
accomplish the greatest amount of renovation work during the months of March - July 1997. The
Contractor may perform his work during any period of the day provided it is coordinated with
Coliseum Events Schedule. The Contractor should consider multiple shift work to complete the
maiority of the renovation work within the available time frame when the event schedule is reduced.
Contractor shall receive prior Owner approval to conduct work beyond the hours during which the
building is normally closed.
A complete listing of tentative and firm Events scheduled at the Coliseum during the estimated time
frame of this project is included in Table A. This schedule Is subject to change and Is provided for
general information In determining the number of scheduled events during the project.
Movement of Furniture. Furnishings and Eguipment - The Coliseum staff hall provide labor and
�- supervision to move all loose equipment and furnishings presently located within the work area.
Contractor shall give at least forty-eight (48) hours notice when he expects to be in the work area to
allow for Owner to organize item removal.
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` GENERAL INSTRUCTIONS TO BIDDERS
i`'• 1. SCOPE OF WORK
The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to
complete this project in accordance with contract documents for the LUBBOCK MUNICIPAL COLISEUM EXIT
DOOR INSTALLATION.
2. CONTRACT DOCUMENTS
All work covered by this contract shall be done in accordance with contract documents described in the General
Conditions.
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.
3. 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 of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice
to Bidders.
4. BIDDER INQUIRIES
No bidder shall request any information verbally. All written requests for additional information or clarification
i concerning this bid must be addressed to:
RON SHUFFIELD
SENIOR *BUYER
CITY OF LUBBOCK
P.O. BOX 2000
LUBBOCK, TX 79457
FAX (806)767-2164
5. TIME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed within 120 (ONE HUNDRED
TWENTY) consecutive calendar days from the date specified in the Notice to Proceed issued by the City of
Lubbock to the successful bidder.
i 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 insure completion of the project within
the time specified.
6. PAYMENT
f" All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the
contract documents.
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7. 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 contemplated by the contract documents have been paid in full and that there are no claims
pending, of which the Contractor has been notified.
8. 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.
9. GUARANTEES
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, 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).
10. 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.
11. 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
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.
(c) Equipment schedule.
12. TEXAS STATE SALES TAX
This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of
Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act.
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.
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13. 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
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.
14. 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
1 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
barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of
i acceptance of the project.
15. EXPLOSIVES
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.
` Explosive materials shall not be stored or kept at the construction site by the Contractor.
I 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.
J 16. CONTRACTOR'S REPRESENTATIVE
The successful bidder shall be required to have a responsible local representative available at all times while the
7 work is in progress under this contract. The successful bidder shall be required to furnish the name, address and
I telephone number where such local representative may be reached during the time that the work contemplated
by this contract is in progress.
r 17. INSURANCE
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
j 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.
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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 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 coverage's shall be submitted prior to contract execution.
The insurance certificates furnished shall name the City as an additional Insured, 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 contractors responsibility to provide to the owner all
proof of coverage insurance documents including workers compensation coverage for each
subcontractor.
18. LABOR AND WORKING HOURS
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 which 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:
(1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary
service to its citizens.
(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.
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.
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.
19. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS
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, swom, 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 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.
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(a 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.
20. PROVISIONS CONCERNING ESCALATION CLAUSES
j 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
r bidder without being considered.
21. PREPARATION FOR BID
r' 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 and legibly, or
,. typewritten. In case of discrepancy between the price written in words and the price written in figures, the price
1 written in words shall govern. 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
t 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.
` Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed
on the outside of the envelope in the following manner:
(a) Bidder's name
(b) Bid for (description of the project).
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j Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no
bid may be withdrawn or altered thereafter.
22. BOUND COPY OF CONTRACT DOCUMENTS
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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.
r (0 General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
0) 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
incorporated by reference into the aforementioned contract documents.
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23. 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 in regard to 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 City of
Lubbock reserves the right to reject any bid 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:
1. The ability, capacity, skill, and financial resources to perform the work or provide the service required.
2. The ability of the bidder to perform the work or provide the service promptly or within the time specified,
without delay or interference.
3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder.
4. The quality of performance of previous contracts or services.
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PLACE: 1625 13th St.
DATE: 02-27-97
BID SUBMITTAL
LUMP SUM BID CONTRACT
r PROJECT NUMBER: 97038 - LUBBOCK MUNICIPAL COLISEUM EXIT DOOR INSTALLATION
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Bid of IMB113OCK BAILOING 'qERVTCVR TWr _ (hereinafter called Bidder)
7 To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
7 Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction of a ]Z1i:ST inOC)R
FINSTALLATION AT MUNICPAL COLISEUM
7 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.
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!" MATERIALS: e -I-rr t1,()All(- ! hy t1 S�ti f - n U� � L (. " do"- J ($ o 0 0
SERVICES -J. 1,_ 7/ /i,^e4L ct jca� ctvicQre f- U4-0Q����a.-1{$
TOTAL BID-JJ,,,tft, F ct►. 7—fi^u%4i.tcf 1 oLtr 9LVk%ffrVll' Rf'`Y(Ji) i�`;��1;!^S ($ "1 U
(Amount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.)
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 120 (ONE HUNDRED TWENTY) 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 $300.00 (THREE HUNDRED DOLLARS) for each consecutive
calendar day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth in the
general conditions of the contract documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with
instruction number 21 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the
bidding.
Poe
I"
r»
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days
after the scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the
plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to
commence work on or before the date specified in the written notice to proceed, and to substantially complete the work
ion which he has bid; as provided in the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or
certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company,
payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total
amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if
required) within (ten) 10 days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certified Check for
Dollars ($ ) or a Bid Bond in the sum of 5% Dollars JI
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 and the required bond (if any) with the
Owner within ten (10) 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.
is LUBBOCK BUILDING SERVICES, INC.
Company
r� 5171 69th at. Suite B-1
Address
T.TM'ROCK , LUBBOCK
City, County
TFYAG , 79424
State Zip Code
Telephone: S06 - 79E-7005
Fax:_- 7Qa—R7g;F;
(Seal if Bidder is a Corporation)
ATTEST:
Secretary
7
COMMERCIAL INDEMNITY
Insurance CompM
BID BOND
BOND NUMBER BD32056
KNOW ALL MEN BY THESE PRESENTS:
THAT LUBBOCK BUILDING SERVICES, INC., 5121 69TH STREET, B-1,
LUBBOCK, TEXAS 79424 as Principal, and COMMERCIAL INDEMNITY INSURANCE
COMPANY, as Surety, are held and firmly bound unto CITY OF LUBBOCK, 1625 13TH,
LUBBOCK, TEXAS 79401 as Obligee, in the full and just sum of FVIE PERCENT OF THE
AMOUNT BID lawful money of the United States, for the payment of which sum well and truly to
be made, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly
and severally, firmly by these presents.
WHEREAS, the Principal is hereby submitting its proposal for LUBBOCK MUNICIPAL.
COLISEUM EXIT DOORS, BID #97038
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the
aforesaid Principal shall be awarded the contract the said Principal will, within the time required,
enter into a formal contract and give a good and sufficient bond to secure the performance of the
terms and conditions of the contract, then this obligation to be void; otherwise, the Principal and
Surety will pay unto the Obligee the difference in money between the amount of the bid of the said
Principal and the amount for which the Obligee legally contracts with another party to perform the
work if the latter amount be in excess of the former, but in no event shall liability hereunder
exceed the penal sum hereof.
Signed, sealed and delivered 14TH of FEBRUARY,1997.
LUBK BUILDING SERVICES, INC.
PRIN IPAL�--�
B (SEAL)
C RCI INDEMN IN CE COMPANY
By ,,, (SEAL)
JO IN W. fdk ULER ATTORNEM-FACT
F
1
P
r .
'nmmercial Indemnity Insurance Company
COMMERCIAL
BD32056
,P.O. Box 67
f kustin, Texas 78741
POWER OF ATTORNEY
rJKNOW ALL MEN BY THESE PRESENTS:
Chat the Commercial Indemnity Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas, having
its principal office in Austin, Texas, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 12'
.,day of May, 1996, to wit:
t `Resolved, that any officer of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney -
In -Fact, such persons, firms, or corporations as may be selected from time to time.
73eIt Further Resolved, that the signature of any officer and the Seal of the Company may be affixed to any such Power of Attorney or any
certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall
rine valid and binding upon the Company and any such powers so executed and certified by facsimile signature or facsimile seal shall be valid
d binding upon the Company in the future with respect to any bond or undertaking to which it is attached." Commercial Indemnity
insurance Company does hereby make, constitute and appoint:
P"
JOHN W. SCHULER
State of Texas its true and lawful attomey(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign,
rexecute, acknowledge and deliver in its behalf, and its act and deed, as follows:
! the Obligation of the Company shall not exceed one million ($1,000,000.00) Dollars.
r"-.nd to bind Commercial Indemnity Insurance company thereby as fully and to the same extent as if such bond or undertaking was signed by
E he duly authorized officer of the Commercial Indemnity Insurance Company, and all the acts of said Attomey(s) pursuant to the authority
herein given, are hereby ratified and confirmed.
FN WITNESS WHEREOF, the Commercial Indemnity Insurance Company has caused these presents to be signed by any officer of the
Company and its Corporate Seal to be hereto affixed.
r
I
F3tate of Texas
County of Travis
7
�o�
UIA 2" — -
Rudy Herzog, President
On this 12'h day of May, in the year 1996, before me Shannon McBride, a notary public, personally appeared Rudy Herzog, personally know
o me to be the person who executed the within instrument as President, on behalf of the Corporation therein named and acknowledged to me
hat the Corporation executed it.
swam rmnoe
7�ommission Expires 5-20-98 Shannon McBride, Notary Public
ERTIFICATE
the undersigned, Secretary of Commercial Indemnity Insurance Company, DO HEREBY CERTIFTY that the foregoing and attached
Power of Attorney and Certificate of Authority remains in full force and has not been revoked:
igned and Sealed a the said Company at Austin, Texas dated this 14TFI day of FEBRUARY 1997
n i
7 Pad
..MAL � Paul Cameron. Secretary
f
7
k
�.
F
COMMERCIAL INDEMNITY
Insurance Company
(formerly Commercial Lloyd's Insurance Company)
7 IMPORTANT NOTICE
r, To obtain information or make a complaint:
e
You may contact Rudy Herzog, President of Operations, whose direct dial
number is 512-444-7776. You may also fax us information at 512-440-0989.
You may also call Commercial Indemnity Insurance Company's toll -free
telephone number for information or to make a complaint at:
1-800-234-8046
You may also write to Commercial Indemnity Insurance Company: 1507 South
I1-1-35, Austin, Texas 78741.
` You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may also write the Texas Department of Insurance: P.O. Box 149104,
Austin, Texas 78714-9104, Fax 512-475-1771.
r. PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your
premium or about a claim you should contact the company first. If the dispute is
not resolved you may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only
and does not become a part of condition of the attached document.
7
LIST OF SUBCONTRACTORS
Minority Owned
Yes No
I
2.
❑ ❑
3.
❑ 0
4.
0 ❑
5.
0 ❑
r"
6.
0 0
7.
0 0
r
'
t
8.
0 0
9.
0 ❑
10.
❑ 0
f
P
i.
9
1�
i
I�
M�
r
l
ri
4
P�
1
r
71,
f
PAYMENT BOND
BOND CHECK
r BEST RATING
{ LICENS D I TEXAS
DATE,
r
STATUTORY PAYMW BOND PURSUANT'TO SECITON 2233.021(A)
OF TlrM TEXAS G0VWaVa!NT OWE
(CONTRACTS M01M TRW SM.000)
BOND NO. BD32273
KNOW ALL MEN BY IMSE PRESENTS, that SERVICES, INC. (bee called the hiacipalft ar
prim#WCaVZERCIAL INDEMNITY INSURANCE COMPANY '
�2%MMVFtWa firmly bomA Lmlo The City ofI ifto& (he:aiaaitar celled the Obligoa). in
the amown of ---- Dollar:♦ (S 9 &4SLS? *iitt mower of de United stater ass do
paymcul t�ety bind themselnx. and their bean, aaminisuamm and=m tuaxssort and astdgt L
jointly sled saverally. firmer by these pU=
WKMEAS, the Principal hat entemd tale a cattain wrism conuva wlth the Obligee, dated the 13711daj, of
MARCH , 19 9 ,to BID # 97038— LUBBOCK MUNICIPAL COLISEUM Exrr-r OR INSTALATION
r actid said principal wader the taw is rewired before commencing the work provided for is geld aoatract to execose a bond in the
amount of laid txmtrwct which COW= is hereby referred to and made a part hereof as fultp tied to the name exleat as if oapiW at
length grin
NOW, '1TPFFORB, THE CONDMON OF THIS OBLIGATION IS SUCK than if the Bald Pri=* sha11 pay au
4 claimant/ jTpbriaa labor wad material to him or a &d=n raaot in the prose=don of the anrt provided for In said oontraM thaw,
this cbfiption shall be void, otherwise to remain in full farce end t$ocr.
PROVIDED, HOWEVEY, thU this bond is exe uW pursuant to the praYitiona of Season 2253.021(a) of the Tames
Govorameat Cade, wad all lie AHtes on this band shall be determined in accardanct with the pravisi= of said Article to the same
c= as if it w►srrcepied at leng h inertia
IN WITNESS WW.EOF, the said Principal (s) and Surety (s) have siped and sealed this i=uuauar this 19TH dap ci
MARCH 1997.
COMMERC TYIMURANCE CCMPANY LUBBOCK BunDING SERVICES, INC.
Surat
.�,.
(Tide) PAUL CFiMERC►N
rATTORNEY —IN —FACT glr
(rwe)
PY'
t
' TTY 3NSURANCE CAP
cm)
PAUL CAMERON
as to form: `''
j ATTORNEY —IN —FACT
8Y . 4 j
r *Note: Qaigaed by as QM= of the Surety Comgaay there mustbo on Este a =dW extract ftm the by-laws shotrtag that the
pr. u Us authority to sign such abligatioa. U signed by an Attmm is Fa0. we taunt hM COPY of pv+wex of atta mey tbt an film ' " '
4�
k Commercial Indemnity Insurance Company
P.O. Box 67
7Austin, Texas 78741
COMMERCIAL
BD32273
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
That the Commercial Indemnity Insurance Company, a Corporation duly organized and cxisting under the laws of the State of Texas,
having its principal office in Austin, Texas, pursuant to the following resolution, adopted by the Board of Directors of the said Company on
the 12u' day of May, 1996, to wit:
"Resoh-ed, that any officer of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney -
In -Fact, such persons, firms, or corporations as may be selected from time to time.
j Be It Farther Resolved, that the signature of any officer and the Seal of the Company may be affixed to any such Power of Attorney or any
certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal
shall be valid and binding upon the Company and any such powers so executed and certified by facsimile signature or facsimile seal shall be
7valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." Commercial Indemnity
insurance Company does hereby make, constitute and appoint:
�^ PAUL C M ERON
State of Texas its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign,
execute, acknowledge and deliver in its behalf, and its act and deed, as follows:
rThe Obligation of the Company shall not exceed one million ($1,000,000.00) Dollars.
And to bind Commercial Indemnity Insurance company thereby as fully and to the same Went as if such bond or undertaking was signed
7by the duly authorized officer of the Commercial Indemnity Insurance Company, and all the acts of said Attorney(s) pursuant to the
4 .authority herein given, are hereby ratified and confirmed.
IN WITNESS WHEREOF, the Commercial Indemnity Insurance Company has caused these presents to be signed by any officer of the
Company and its Corporate Seal to be hereto affixed.
K
SFAL
r State of Texas Rudy Herzog, President
"County of Travis
On this 12" day of May, in the year 1996, before me Shannon McBride, a notary public, personally appeared Rudy Herzog, personally know
to me to be the person who executed the within instrument as President, on behalf of the Corporation therein named and acknowledged to
7me that the Corporation executed it. -
7 Commission Expires 5-20-98 Shannon McBride, Notary public
` ' CERTIFICATE
I, the undersigned, Secretary of Commercial Indemnity Insurance Company, DO HEREBY CERTIFY that the foregoing and attached
Power of Attorney and Certificate of Authority remains in full force and has not been revoked:
Signed and Sealed a the said Company at Austin, Texas dated this 19TH day of MARCH . 1997
PM
Paul Cameron. Secretary
'K
COMMERCIAL INDEMNITY
Insurance Company
(formerly Commercial Lloyd's Insurance Company)
IMPORTANT NOTICE
To obtain information or make a complaint:
You may contact Rudy Herzog, President of Operations, whose direct dial
number is 612-444 7776. You may also fax us information at 512-440-0989.
You may also call Commercial Indemnity Insurance Company's toll -free
telephone number for information or to make a complaint at:
1-800-234-8046
You may also write to Commercial Indemnity Insurance Company: 1507 South
I1-1-35, Austin, Texas 78741.
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may also write the Texas Department of Insurance: P.O. Box 149104,
Austin, Texas 78714-9104, Fax 512-475-1771.
PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your
premium or about a claim you should contact the company first. If the dispute is
not resolved you may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only
and does not become a part of condition of the attached document.
r�-
Nov-21-1996 17%os FROM TO 18067672164 P.LLe
F
SURETY BOND REINSURANCE AGREEMENT
i fiective January 1, 11996, the foilowing reinsurers have co, itrac ted to cover each surety
bond loss in excess of $100,000 up to $1,000.000. Coverage has been arranged
through Bates Tumor, Inc., Overland Park, Kansas. Each individual reinsurer's
participation is as follows:
Eirst Laver - $400,000 excess of $100.000
A.M. 8ES ' RATING
Navigators Insurance Company
25%
A Vil
Republic Wostem Insurance Company
50%
A+ Vill
Ranger insurance Company
25°%
A VII
Secon-4 Layer - $500. 00 exceaa of'J5G0.00Q
A.M. BESY RATING
Navigators Insurance Company
25%
A VII
Republic Western Insurance Company
600/0
A+ Vill
Ranger Insurance Company
25%
A Vil
Richard H. Baker
Vice President
TOTAL P.02
t$Ilk
l
PERFORMANCE BOND
t
r"
6
7
fool
I STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
�•• (CONTRACTS MORE THAN $100,000)
poll KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and
r (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the
Obligee), in the amount of Dollars ($ ) lawful money of the
United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the _ day of
19_, to
i
7
6 and said principal under the law is required before commencing the work provided for in said contract to execute a bond
in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent
f— as if copied at length herein.
l NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall
faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall
be void; otherwise to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the
Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said
article to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this _
day of , 19
1
Surety
i'
By:
(Title)
Principal
By:
(Title)
By:
(Title)
By:
(Title)
t
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby
designates an agent resident in Lubbock County to whom any requisite notices may be delivered and
on whom service of process may be had in matters arising out of such suretyship.
Surety
*By:
(Title)
Approved as to Form
! City of Lubbock
By.
City Attorney
Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing
that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of
attorney for our files.
i
7
CERTIFICATE OF INSURANCE
r
r
r
CITY OF LUBBOCK
INSURANCE REQUIREMENT AFFIDAVIT
r
I
To Be Completed by Appropriate Insurance Agent/Broker
Prior to Award of Contract
i, the undersigned A ent/Broker, certify that the Insurance requirements contained In this bid document have
9 fY q
been reviewed by me with the below identified Contractor. If the below Identified Contractor is awarded this,
contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by
contractor, furnish a valid insurance certificate to the City meeting all of the requirements defined In this
bid/proposal.
r .
c4zzL&�
Agent (Signature)
JOHN S. CARSON
Agent (Print)
7 Name of Agent/Broker. BUTLER-CARSON INSURANCE AGENCY
7 Address of AgentlBroker. 4505 82ND STREET, SUITE f 1O
City/State/Zip: LUBBOCK, Tx 79424
Agent/8roker Telephone Number ( 806 ) 798-7979
Date: 3-20-97
CONTRACTOR'S NAME: LUBBOCK BUILDING SERVICES, INC.
r (Print or Type )
CONTRACTOR'S ADDRESS: P.O. Box 65600-194
r- LUBBOCK, Tx 79464-5600
f
L
NOTE TO AGENTIBROKER
If.this time requirement Is not met, the City has the right to reject this bid/proposal and award the
r' contract to another contractor. If you have any questions concerning these requirements, please.
I I contact the Purchasing Manager for the City of Lubbock at (806)767-2165.
,... ,::#..{.:..; .:;...: :::!:: !•:'•is:';:2i::>::>::::E::<.•'::-',''. DATE
:.:i ;:: .. �:> .:i.. ";:}:fr:;:.4}}}>t{;{.>::}J:'.r.:-- : c�naroDnm
/�
f. r-
• 0.4/1 7
: {•: �::::::. •: w::::.v. , •:::.....::.:: T:f}:v.. �. $$ ...... ............ ........•,. v�..J. .: � :..> ::. .?•}:O:{:::}L:{{L{{.}:v:{i:•:•: J:.i::}:::: y. �::::
9!a
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Butler -Carson Insurance Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
4505 82nd St Sufte #10 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Lubbock TX 79424.9200 COMPANIES AFFORDING COVERAGE
COMPANY
A MARYLAND INSURANCE CO.
( INSURED
COMPANY
LUBBOCK BUILDING SERVICES
B TX. WORK. COMP. INS. FUND
JERRY SMITH DBA
P. 0. BOX 65600.194
LUBBOCK TX 79464
COMPANY
C
COMPANY
D
}�+}r. �.. 'i::y:}::i:;:•::.�:. �:•}::•};,L:. �:::. �: Li:::>:.}:•:; •::k.k-:::. �:;: r$•:::::,�}.::: .::. �:::; ....:.: �::.>. #.::::.�::•
. L....:.............A-}..:-:.....:.i.......:..{.:L.......�:.i.........ni.........}:.:......:.:.i.:....:...:r.i...........�.rn......{.:..:....:.f.vvw::::::.�w:.v....:.v:�•:w::.�n•'F,.}:•:•:•:i•}i}{§i:{:ii<::xx}.w::::lr.•}r,`{.L.:r::}i}}:•:•:'L{::i:::iiX:iii::i5:J
i•:.::{a:::....L...: ..... `}.:........:..:::.�.:..........:.:.......... in......,) .i4.. ;•:::... ...{ :i•k::
:4.{a}:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY
HAVE BEEN REDUCED BY PAID CLAIMS.
co
LTRTYPE
OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MM/DDNY)
POLICY EXPIRATION
DATE (MM/DDNY)
LIMITS
A
GENERAL LIABILITY
ECA19959817
09/03/96
09/03/97
GENERAL AGGREGATE
a
PRODUCTS - COMPIOP AGG
S
X COMMERCIAL GENERAL LIABILITY
CLAIMS MADE a OCCUR
PERSONAL & ADV INJURY
S
EACH OCCURRENCE
a
OWNER'S & CONTRACTOR'S PROT
FIRE DAMAGE (Any one fire) I a
MED EXP (Any one person) is
A
L—I
AUTOMOBILE
X
LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
WAA22761986
09/03/96
09/03/97
COMBINED SINGLE LIMB a
BODILY INJURY a
(Per person)
X
BODILY INJURY
(Per accident) _
X
PROPERTY DAMAGE a
i
GARAGE LIABILITY
ANY AUTO
AUTO ONLY - EA ACCIDENT S
OTHER THAN AUTO ONLY:
S
a
t A
EXCESS LIABILITY
X UMBRELLA FORM
OTHER THAN UMBRELLA FORM
UBA82535254
09/03/96
09/03/97
EACH OCCURRENCE S
AGGREGATE a
a
B
WORKERS COMPENSATION AND
EMPLOYERS• LIABILITY
THE PROPRIETOR/ INOL
PARTNERS/EXECUTIVE
OFFICERS ARE: ECCL
SSPI035512
09/29/96
09/29/97
WC STATU- OH
EL EACH ACCIDENT a
EL DISEASE - POLICY LIMB S
EL DISEASE - EA EMPLOYEE S
IDESCRIPTION OF OPERATIONSLOCAT10NSNEHICLESISPECIAL ITEMS
POLICIES ARE ENDORSED TO INCLUDE WAIVER OF SUBROGATION AND ADDITIONAL NAMED INSURED IN FAVOR OF CITY OF LUBBOCK.
BID#97038 LUBBOCK MUNICIPAL COLISEUM EXIT DOOR INSTALLATION.
1,000,000
1,000,000
500,000
500,000
50,000
5,000
500,000
1,000,000
1.000.000
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
CITY OF LUBBOCK EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
PURCHASING DEPARTMENT i0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
P. 0. BOX 2000 BUT FAILURE TO MAL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
LUBBOCK TX 79457
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATNES.
AUTHORED REPRESENTATIVE JOHN S. CARSON 00." S &j 0ml—
100,000
500,000
100.000
r
r CONTRACTOR CHECKLIST
i
` A CONTRACTOR SHALL:
r
r
t
I
(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:
r
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this construction project must (see
r 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."
r
(8)
I~
i
"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
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;
A 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.❑
r
CONTRACT
I
CONTRACT
STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered Into this JLftday of March, 1997 by and between the City of Lubbock,
County of Lubbock, State of Texas, acting by and through Windy Sitton, Mayor, thereunto authorized to do so,
hereinafter referred to as OWNER, and Lubbock Building Services, Inc.of the City of Ltibbock, County of Lubbock
and the State of Texas hereinafter termed CONTRACTOR.
WITNESSETH: That for and in consideration 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
r, .CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements
described as follows:
4
BID # 97038 - LUBBOCK MUNICIPAL COLISEUM EXIT DOOR INSTALLATION - $94, 400.00
i 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 commend work within ten days after the date written notice to do so shall have
been glven 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
7 Il
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.
o,
G A ST:
/("4L
rS cret
r., APPROVED AS TO CONTENT:
Owner's a sentative
AF�Pr
ROVED AS N FORM:
C Attomey
ATTEST:
r Corporate Secretary
n-SIOUSP•,•
CONTRACTOR:
L CK BUILDING SERVICES, INC.
By -
PRINTED NAME:
TITLE:
COMPLETE ADDRESS:
Labbock Banding Servica4 Inc.
512169th Street Sufte B-1
Lubbock, Texas 794U
GENERAL CONDITIONS OF THE AGREEMENT
r
FGENERAL CONDITIONS OF THE AGREEMENT
1. OWNER
Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this contract, it
shall be understood as referring to the City of Lubbock, Texas.
r 2. CONTRACTOR
Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall be
understood to mean the person, persons, co -partnership or corporation, to wit Lubbock Building Services. Inc.
w.. who has agreed to perform the work embraced in this contract, or to his or their legal representative.
3. OWNER'S REPRESENTATIVE
u
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as
�., referring to, City of Lubbock, under whose supervision these contract documents, including plans and
specifications, were prepared, and GARY SMITH. FACILITIES MANAGER who will Inspect constructions; or to
such other representative, supervisor, or inspector as may be authorized by said Owner to act in any particular
under this agreement. Engineers, supervisor or inspectors will act for the Owner under the direction of Owner's
Representative, but shall not directly supervise the Contractor or persons aging on behalf of the Contractor.
CONTRACT DOCUMENTS
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed
Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the
Agreement Of any), Specifications, Plans, Insurance Certificate, and all other documents made available to
Bidder for his inspection in accordance with the Notice to Bidders.
5. INTERPRETATION OF PHRASES
7 Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," 'Prescribed," or
words of like import are used, it shall be understood that the direction, requirement, permission, order,
designation or prescription of the Owner's Representative is Intended; and similarly, the words "Approved,"
"Acceptable," "Satisfactory," or words of like import shalt mean approved by or acceptable or satisfactory to the
` Owner's Representative.
l 6. SUBCONTRACTOR
The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for
performance of work on the project contemplated by these contract documents. Owner shall have no
responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated
by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due
Subcontractor.
7. WRITTEN NOTICE
Written notice shall be deemed to have been duly served if delivered In person to the Individual or to a member
of the firm or to an officer of the corporation for whom It is intended, or if delivered at or sent certified mail to the
last business address known to him who gives the notice.
r
8. WORK
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery,
equipment, tools, superintendence, labor, Insurance, and all water, light, power, fuel, transportation and all other
facilities necessary for the execution and completion of the work covered by the contract documents. Unless
otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality.
The Contractor shall, If required, furnish satisfactory evidence as to the kind and quality of materials. Materials
or work described in words which so applied have well known, technical or trade meaning shall be held to refer
such recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" Is meant that the structure or project contemplated by the contract
documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended
purpose, but still may require minor miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall
accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will
check the Contractor's layout of all major structures and any other layout work done by the Contractor at
Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all
work In accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to him
and he shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress of quality of the
executed work and to determine, in general, if the work is proceeding in accordance with the contract documents.
He will not be required to make exhaustive or continuous onsite Inspections to check the quality or quantity of the
work, nor will he be responsible for the construction means, methods, techniques, sequences or procedures, or
the safety precautions incident thereto. His efforts will be directed towards providing assurances for the Owner
that the completed project will conform to the requirements of the contract documents, but he will not be
responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. On the
basis of his onsite observations, he will keep the Owner informed of the progress of the work and will endeavor to
guard the Owner against defects and deficiencies in the work of the Contractor.
13. ` LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever necessary for the
commencement of the work contemplated by these contract documents or the completion of the work
contemplated by these contract documents. Whenever necessary, Contractor shall suspend his work in order to
permit Owners Representative to comply with this requirement, but such suspension will be as brief as practical
and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's
Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks,
etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by him, his
Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owners Representative at
Contractors expense.
14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's
Representative shall review all work included herein. He has the authority to stop the work whenever such
stoppage may be necessary to insure the proper execution of the contract. In order to permit delays and
disputes and to discourage litigation, it is further agreed that the Owner's Representative shall, in all cases,
determine the amounts and quantities of the several kinds of work which are to be paid for under this contract.
He shall determine all questions in relation to said work and the construction thereof, and shall, in all cases,
decide every question which may arise relative to the execution of this contract on the part of said Contractor.
The Owner's Representatives' estimates and findings shall be conditions precedent to the right to any action on
the contract, and to any rights of the Contractor to receive any money under this contract.
The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the
Contractor a written decision on all claims of the parties hereto and on all questions which may arise relative to
the execution of the work or the interpretation of the contract, specifications and plans.
k,
15. SUPERINTENDENCE AND INSPECTION
It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from
l time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may
l deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said
material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall
furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the
proper inspection and examination of the work. The Contractor shall regard and obey the directions and
instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and
instructions are consistent with the obligations of this Agreement and accompanying plans and specifications
provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or
4 inspector, the Contractor may within six (6) days make written appeal to the Owner's Representative for his
decision.
r 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall
keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory
to Owner's Representative. The superintendent shall represent the Contractor in his absence and all directions
given to him shall be binding as if given to the Contractor. Adequate supervision by competent and reasonable
representatives of the Contractor is essential to the proper performance of the work and lack of such supervision
shall be grounds for suspending operations of the Contractor.
The work, from its commencement to completion, shall be under the exclusive charge and control of the
Contractor and all risk in connection therewith shall be borne by the Contractor.
The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of his agents or employees, or any other persons performing any of the work.
17. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and
location of the work, the confirmation of the ground, the character, quality and quantity of materials to be
encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the
work, and the general and local conditions, and all other matters which in any way effect the work under this
contract. No verbal agreement or conversation with any officer, agent, or employee of the Owner, either before
or after the execution of this contract, shall effect or modify any of the terms or obligations herein contained.
F
18. CHARACTER OF WORKMEN
The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work
required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform
him in writing that any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, such
man or men shall be discharged from the work and shall not again be employed on the work without the Owner's
Representative's written consent.
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution
and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and
it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or
protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and
accepted.
The building of structures for the housing of men or equipment will be permitted only at such places as the
Owners Representative shall direct, and the sanitary conditions of the grounds in or about such structure shall at
all times be maintained in a manner satisfactory to the Owners Representative.
20. SANITATION
Necessary sanitary, conveniences for the use of laborers on the work site, properly secluded from public
observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall
be approved by the Owners Representative and their use shall be strictly enforced.
21. OBSERVATION AND TESTING
The Owner or Owners Representative shall have the right at all reasonable times to observe and test the work.
Contractor shall make necessary arrangements and provide proper facilities and access for such observation and
testing at any location wherever work is in preparation or progress. Contractor shall ascertain the scope of any
observation which may be contemplated by Owner or Owners Representative and shall give ample notice as to
the time each part of the work will be ready for such observation. Owner or Owners Representative may reject
any work found to be defective or not in accordance with the contract documents, regardless of the stage of its
completion or the time or place of discovery of such errors and regardless of whether Owners Observer has
previously accepted the work through oversight or otherwise. If any work should be covered without approval or
consent of the Owner, it must, if requested by Owner or Owners Representative, be uncovered for examination
at Contractors expense. In the event that any part of the work is being fabricated or manufactured at a location
where it is not convenient for Owner or Owners Representative to make observations of such work or require
testing of said work, then in such event Owner or Owners Representative may require Contractor to furnish
Owner or Owners Representative certificates of inspection, testing or approval made by persons competent to
perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests
will be in accordance with the methods prescribed by the American Society for Testing and Materials or such
other applicable organization as may be required by law or the contract documents.
If any work which is required to be inspected, tested, or approved is covered up without written approval or
consent of the Owner or Owners Representative, it must, if requested by the Owner or Owners Representative,
be uncovered for observation and testing at the Contractors expense. The cost of all such inspections, tests and
approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the
requirements of any such tests, inspections or approval, and any work which meets the requirements of any such
tests or approval but does not meet the requirements of the contract documents shall be considered defective.
Such defective work shall be corrected at the Contractors expense.
7,
Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by
Owner, Owner's Representative, or other persons authorized under this agreement to make such inspections,
tests, or approvals shall relieve the Contractor from his obligation to perform the work in accordance with the
requirements of the contract documents.
22. DEFECTS AND THEIR REMEDIES
It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use in
the work or selected for the same, shall be deemed by the Owner or Owners' Representative as unsuitable or not
in conformity with plans, specification and contract documents, the Contractor shall, after receipt of written notice
thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such
work so that it shall be in full accordance with this contract. It is further agreed that any remedial action
contemplated as hereinabove set forth shall be at Contractor's expense.
23. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit,
in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof,
either before or after the beginning of the construction, without affecting the validity of this contract and the
r accompanying bond.
If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for
r a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount
j of work, and the increased work can fairly be classified under the specifications, such increase shall be paid
according to the quantity actually done and at the unit price established for such work under this contract;
otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make
such changes or alterations as shall make useless any work already done or material already furnished or used in
said work, then the Owner shall recompense the Contractor for any material or labor so used, and for any actual
loss occasioned by such change, due to actual expenses incurred in preparation for the work as originally
r- planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be
required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change,
alteration or addition to the work as shown on the plans and specifications or contract documents and not
covered by Contractor's bid, except as provided under Changes and Alterations herein.
It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative
when presented with a written work order signed by the Owner's Representative; subject, however, to the right of
the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the
compensation to be paid to the Contractor for performing said extra work shall be determined by the following
methods:
Method (A) - By agreed unit prices; or
Method (B) - By agreed lump sum; or
Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is
commenced, then the Contractor shall be paid the actual field cost of the work, plus
fifteen (15%) percent.
a" In the event said extra work be performed and paid for under Method (C), then the provisions of this paragraph
shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen,
timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment,
^, for the time actually employed or used on such extra work, plus actual transportation charges necessarily
incurred, together with all expenses incurred directly on account of such extra work, including Social Security,
Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all
other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative,
or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost
shall be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's
Representative may also specify in writing, before the work commences, the method of doing the work and the
type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the
Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be
determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership
Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for
the use of machinery and equipment shall be incorporated in the written extra work order: The fifteen percent
(15%) of the actual field cost to be paid to Contractor shall cover and compensate him for his profit, overhead,
general superintendence and field office expense, and all other elements of cost and expense not embraced
within the actual field cost as herein defined, save that where the Contractors Camp or Field Office must be
maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be
included in the "actual field cost."
No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case
any orders or instructions appear to the Contractor to involve extra work for which he should receive
compensation or an adjustment in the construction time, he shall make written request to the Owners
Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what
does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists
upon its performance, the Contractor shall proceed with the work after making written request for written order
and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C).
The Contractor will thereby preserve the right to submit the matter of payment to arbitration as herein below
provided.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this contract that all work described in the bid, the specifications, plans
and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall
include all appurtenances necessary to complete the work in accordance with the intent of these contract
documents as interpreted by Owners Representative. If the Contractor finds any discrepancies or omissions in
these plans, specifications, or contract documents, he should notify the Owners' Representative and obtain a
clarification before the bids are received, and if no such request is received by the Owners Representative prior
to the opening of bids, then it shall be considered that the Contractor fully understands the work to be included
And has provided sufficient sums in his bid to complete the work in accordance with these plans and
specifications. It is further understood that any request for clarification must be submitted no later than five days
prior to the opening of bids.
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality
of work with the rate of progress required under this contract, the Owner or Owners Representative may order
the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall
comply with such order.
If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the
Contractor shall, if so ordered in writing, increase his force or equipment, or both, to such an extent as to give
reasonable assurance of compliance with the schedule of progress.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an
insurance company licensed to transact business in the State of Texas, which policy shall comply with the
Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable
precaution for the safety of employees and others on or near the work and shall comply with all applicable
provisions of federal, state and municipal laws and building and construction codes. All machinery and
equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in
n
I
Construction" of Associated General Contractors of America, except where incompatible with federal, state or
municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend, indemnify and
I^ save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any
character whatsoever, brought for or on account of any injuries or damages received or sustained by any person
or persons or property, on account of any negligent act or fault of the Contractor or any subcontractor, their
agents or employees, in the execution and supervision of said contract, and the project which is the subject
matter of this contract, on account of the failure of Contractor or any subcontractor to provide necessary
barricades, warning lights, or signs and will be required to pay any judgment with costs which may be obtained
against the Owner or any of its officers, agents, or employees including attorney's fees.
The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an
Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given
by the Owners or the Owner's Representative concerning omissions under this paragraph as the work
progresses, are intended as reminders to the Contractor of his duty and shall not be construed as any assumption
of duty to supervise safety precautions by either the Contractor or any of his subcontractors.
r 28. CONTRACTOR'S INSURANCE
i
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.
7j 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 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 prior to contract, execution.
F
The insurance certificates furnished shall name the City as an additional insured, 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 contractors responsibility to provide to the owner all
proof of coverage insurance documents including workers compensation coverage for each
subcontractor.
A. Comprehensive General Liability Insurance
The contractor shall have Comprehensive GeneralLiability Insurance with limits of $500,000 Combined
Single Limit in the aggregate and per occurrence to include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury
Advertising Injury
r
B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance.
For bodily injuries, including accidental death and or property damage, $500.000 Combined Single Limit.
This policy shall be submitted prior to contract execution.
C. Comprehensive Automobile Liability Insurance
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury/Property Damage, $250.000 Combined Single Limit,
to include all owned and nonowned cars including: Employers Nonownership Liability Hired and
Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific
job and copy of the endorsement doing so is to be attached to the Certificate of Insurance.
D. Installation Floater Insurance Policy
The Contractor shall obtain a Installation Floater insurance policy in the amount of 100% of the total
contract price (100% of potential loss) naming the City of Lubbock as insured.
E. Umbrella Liability Insurance
The Contractor shall have Umbrella Liability Insurance in the amount of $0.00 on all contracts with
coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability
coverages.
F. Worker's Compensation and Employers Liability Insurance
Worker's Compensation Insurance covering all employees whether employed by the Contractor or any
Subcontractor on the job with Employers Liability of at least $500,000.
1. Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of
authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-
82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for
the person's or entity's employees providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the project until the
contractor's/person's work on the project has been completed and accepted by the governmental
entity.
Persons providing services on the project ("subcontractor" in ❑
entities performing all or part of the services the contractor has undertaken to perform on the
project, regardless of whether that person contracted directly with the contractor and regardless
of whether that person has employees. This includes, without limitation, independent
contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of
any such entity, or employees of any entity which fumishes persons to provide services on the
project. "Services" include, without* limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project. "Services"
does not include activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery of portable toilets.
2. The contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory requirements
of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services
on the project, for the duration of the project.
t
i
POO
3. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
4. If the coverage period shown on the contractor's current certificate of coverage ends during the
duration of the project, the contractor must, prior to the end of the coverage period, file a new
certificate of coverage with the governmental entity showing that coverage has been extended.
5. The contractor shall obtain from each person providing services on the 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.
6 The contractor shall retain all required certificates of coverage for the duration of the project and
rfor one year thereafter.
7. The contractor shall 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
r' materially affects the provision of coverage of any person providing services on the project.
8. The contractor shall post on each project site a notice, in the text, form and manner prescribed
by the Texas Workers' Compensation Commission, informing all persons providing services on
the project that they are required to be covered, and stating how a person may verify coverage
and report lack of coverage.
9. The contractor shall contractually require each person with whom it contracts to provide services
on the project, to:
*.,
(a)
provide coverage, based on proper reporting of classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
r
(b)
provide to the contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
(c)
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;
(d)
obtain from each other person with whom it contracts, and provide to the contractor:
(1) a certificate of coverage, prior to the other person beginning work on the project;
and
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(2) a new certificate of coverage showing extension of coverage, prior to the end of
the coverage period, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(e)
retain all required certificates of coverage on file for the duration of the project and for
one year thereafter;
7
(f) notify the governmental entity in writing by certified mail or personal delivery, within 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
(g) contractually require each person with whom it contracts to perform as required by
paragraphs (1) - (7), with the certificates of coverage to be provided to the person for
whom they are providing services.
10. By signing this contract or providing or causing to be provided a certificate of coverage, the
contractor is representing to the governmental entity that all employees of the contractor who will
provide services on the project will be covered by worker's compensation coverage for the
duration of the project, that the coverage will be based on proper reporting 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.
11. The contractor's failure to comply with any of these provisions is a breach of contract by the
contractor which entitles the governmental entity to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
governmental entity.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit to the
Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as
evidence of compliance with the above insurance requirements, signed by an authorized representative _
of the insurance company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date borne by
such certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by
such certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the named insured
at the address shown in the bid specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change in or
cancellation of the policies shown on the certificate.
(7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the
job specifications. No substitute of nor amendment thereto will be acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to complete project.
(9) A Contractor shall:
(a) 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;
F
(b) provide a certificate of coverage showing workers' compensation coverage to the
governmental entity prior to beginning work on the project;
(c) 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;
(d) obtain from each person providing services on a project, and provide to the
governmental entity:
(i) 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
(ii) 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;
(e) retain all required certificates of coverage on file for the 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;
(g) 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:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services
related to this construction project must 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 5121440-3789 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
(h) contractually require each person with whom it contracts to provide services on a project,
to:
(i) 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;
(i1) provide a certificate of coverage to the contractor prior to that person beginning
work on the project;
(iii) include in all contracts to provide services on the project the language in
subsection (e) (3) of this rule;
(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; _
(v) obtain from each other person with whom it contracts, and provide to the
contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) 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; --
(vi) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter;
(vii) notify the governmental entity in writing by certified mail or personal delivery,
within 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
(viii) 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.
29. DISABLED EMPLOYEES
Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990,
and agree not to discriminate against a qualified individual with a disability because of the disability of such
individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee
compensation, job training, and other terms, conditions, and privileges of employment.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND
FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any
demands of subcontractors, laborers, workmen, mechanics, matedalmen and furnishers of machinery and parts
thereof, equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the
performance of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all
obligations of the nature hereinabove designated have been paid, discharged or waived.
If during the progress of the work, Contractor shall allow any indebtedness to accrue for work fumished by any of
those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within
five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain
unpaid, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness
or may apply the sum so withheld to discharge any such indebtedness.
Any and all communications between any party under this paragraph must be in writing.
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31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The contractor shall pay all royalties and license fees, and shall provide for the use of any design, device,
material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or
` Owner thereof. The Contractor shall defend all suits or claims for infringement of any patent or copyrights and
shall indemnify and save the Owner harmless from any loss on account thereof, except that Owner shall defend
r all such suits and claims and shall be responsible for all such loss when a particular design, device, material or
4 process or the product of a particular manufacturer or manufacturers is specified or required in these contract
documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to
r the Contractor, then Contractor shall indemnify and save Owner harmless from any loss on account thereof. If
the material or process specified or required by Owner is an infringement, the Contractor shall be responsible for
such loss unless he promptly gives written notice to the Owner of such infringement.
32. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and
regulations, which in any manner effect the contract or the work, and shall indemnify and save harmless the
Owner against any claims arising from the violation of any such laws, ordinances, and regulations, whether by
the Contractor or his employees. If the Contractor observes that the plans and specifications are at variance
therewith, he shall promptly notify the Owners' Representative in writing and any necessary changes shall be
adjusted as provided in the contract for changes in the work. If the Contractor performs any work knowing it to
be contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's
Representative, he shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar
as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner
may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect
as though embodied herein.
33. ASSIGNMENT AND SUBLETTING
The Contractor further agrees that he will retain personal control and will give his personal attention to the
fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or
materials required in the performance of this contract, shall not relieve the Contractor from his full obligations to
the Owner, as provided by this contractual agreement.
34. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
! It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of
beginning and time for completion as specified in the contract of work to be done hereunder are essential
conditions of this contract; and it is further mutually understood and agreed that the work embraced in this
contract shall be commenced on a date to be specified in the Notice to Proceed.
If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any
proper extension thereof granted by the Owner, then the Contractor does hereby agree as part of the
consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total
compensation, the sum of $300.00 (THREE HUNDRED DOLLARS I PER DAY, not as a penalty, but as
liquidated damages for the breach of the contract as herein set forth for each and every calendar day that the
Contractor shall be in default after the time stipulated for completing the work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the
r- completion of the work described herein is reasonable time for the completion of the same, taking into
consideration the average climatic change and conditions and usual industrial conditions prevailing in this
locality.
G
l
PM
The amount is fixed and agreed upon by and between the Contractor and the Owner because of the
impracticability and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event
sustain, and the amount is agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for payments or from final payment.
It is further agreed and understood between the Contractor and Owner that time is of the essence of this contract.
35. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor `
shall be allowed to prosecute his work at such time and sessions, in such order of precedence, and in such
manner as shall be most conductive to economy of construction; provided, however, that the order and time of
prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance
with this contract, the plans and specifications, and within the time of completion designated in the bid; provided,
also, that when the Owner is having other work done, either by contract or by his own force, the Owner's
Representative may direct the time and manner of constructing work done under this contract so that conflicts
will be avoided and the construction of the various works being done for the Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative,
schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the
Contractor will start the several parts of the work and estimated dates of completion of the several parts.
36. EXTENSION OF TIME
The Contractor agrees that he has submitted his bid in full recognition of the time required for the completion of
this project, taking into consideration the average climatic range and industrial conditions prevailing in this
locality, and has considered the liquidated damage provisions of paragraph 33 hereinabove set forth and that he
shall not be entitled to, nor will he request, an extension of time on this contract, except when his work has been
delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors
employed by the owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public
enemy, fire or flood. The Contractor may apply in writing for an extension of time, submitting therewith all written
justification as may be required by Owner's Representative for such an extension as requested by Contractor.
The Owner's Representative within ten (10) days after receipt of a written request for an extension of time by the
Contractor supported by all requested documentation shall then consider such written request and respond to
Contractor in writing granting or rejecting the request for an extension of time to complete the project.
37, HINDRANCE AND DELAYS
In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within the
time herein fixed, he has taken into consideration and made allowances for all hindrances and delays incident to
such work, whether growing out of delays in securing material or workmen or otherwise. No charge shall be
made by the Contractor for hindrance or delays from any cause during the progress of any part of the work
embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for
the Owner's convenience, in which event, such expense as in the judgment of the Owner's Representative that is
caused by such stoppage shall be paid by Owner to Contractor.
38. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the actual measured or computed length,
area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the
event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the
specifications, plans and other contract documents are intended to show clearly all work to be done and material
to be furnished hereunder. Where the estimated quantities are shown for the various classes of work to be done
and material to be furnished under this contract, they are approximate and are to be used only as a basis for
estimating the probable cost of the work and for comparing their bids offered for the work. It is understood and
agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ
r
somewhat from these estimates, and that where the basis for payment under this contract is the unit price
method, payment shall be for the actual amount of work done and materials furnished on the project.
39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way
encountered, which may be injured or seriously affected by any process of construction to be undertaken under
this agreement, from any damage or injury by reason of said process of construction; and he shall be liable for
any and all claims for such damage on account of his failure to fully protect all adjacent property. The Contractor
agrees to indemnify, save and hold harmless the Owner against any claim or claims for damages due to any
injury to any adjacent or adjoining property, arising or growing out of the performance of this contract, but such
indemnity shall not apply to any claim of any kind arising out of the existence or character of the work.
40. PRICE FOR WORK
i
In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work
by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the
specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the
bid attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive
such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses
rincurred by him and for well and truly performing the same and the whole thereof in the manner and according to
! this agreement, the attached specifications, plans, contract documents and requirements of Owner's
Representative.
r41. PAYMENTS
No payments made or certificates given shall be considered as conclusive evidence of the performance of the
g contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective
f work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's
Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection
with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there
are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by
Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner which have
not theretofore been timely filed as provided in this contract.
42. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application
for partial payment. Owner's Representative shall review said application for partial payment and the progress of
the work made by the Contractor and if found to be in order shall prepare a certificate for partial payment
showing as completely as practical the total value of the work done by the Contractor up to and including the last
day of the preceding month; said statement shall also include the value of all sound materials delivered on site of
the work that are to be fabricated into the work.
f The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of
the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be
retained until final payment, and further, less all previous payments and all further sums that may be retained by
Owner under the terms of this agreement. It is understood, however, that in case the whole work be near to
completion, and this fact is certified to by Owner's Representative and some unexpected and some unusual
`• delay occurs due to no fault or negligence on the part of the Contractor, the Owner may upon written
recommendation of Owner's Representative pay a reasonable and equitable portion of the retained percentage
*^ due Contractor.
7
43. FINAL COMPLETION AND ACCEPTANCE
Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work
has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the
work and within said time, if the work be found to be completed or substantially completed in accordance with the
contract documents, the Owner's Representative shall issue to the Owner and Contractor his certificate of
completion, and thereupon it shall be the duty of the Owner within thirty-one (31) days to issue a certificate of
acceptance of the work to the Contractor.
44. FINAL PAYMENT
Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final
measurement and prepare a final statement of the value of all work performed and materials fumished under the
terms of the agreement, and shall certify same to the Owner, who shall pay to the Contractor on or before the
31 st day after the date of certificate of completion, the balance due Contractor under the terms of this
agreement, provided he has fully performed his contractual obligations under the terms of this contract; and said
payment shall become due in any event upon said performance by the Contractor. Neither the certificate of
acceptance nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of
the obligation for fulfillment of any warranty which may be required in the special conditions (if any) of this
contract or required in the specifications made a part of this contract.
45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's
Representative on account of failure to conform to the contract, whether actually incorporated in the work or not,
and Contractor shall at his own expense promptly replace such condemned materials with other materials
conforming to the requirements of the contract. Contractor shall also bear the expense of restoring all work of
other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any
such condemned work within a reasonable time after a written notice by the Owner or the Owner's
Representative, Owner may remove and replace it at Contractor's expense.
46. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of
responsibility for faulty materials or workmanship, and he shall remedy any defects due thereto and pay for any
damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of
substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with
reasonable promptness.
47. PAYMENT WITHHELD
The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any
certificate to such extent as may be necessary to protect himself from loss on account of:
(a) Defective work not remedied.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor.
(d) Damage to another contractor.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, which
will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them.
M
t 48. TIME OF FILING CLAIMS
It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor
shall be in writing and filed with the Owner's Representative within fifteen (15) days after the Owner's
Representative has given any directions, order or instruction to which the Contractor desires to take exception.
The Owners' Representative shall reply to such written exceptions by the Contractor and render his final decision
in writing. In case the Contractor should appeal from the decision of the Owner's Representative, any demand
for arbitration shall be filed with the Owner's Representative and the Owner in writing within ten (10) days after
the date of delivery to Contractor of the final decision of the Owner's Representative. It is further agreed that
�.. final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a
bar to any claim by either party, except where noted otherwise in the contract documents.
49. ABANDONMENT BY CONTRACTOR
k In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written
notification from the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of
r- the Owner's Representative, when such orders are consistent with this contract, this Agreement, or the
1 Specifications hereto attached, then the Surety on the bond shall be notified in writing and directed to complete
the work and a copy of said notice shall be delivered to the Contractor.
After receiving said notice of abandonment, the Contractor shall not remove from the work any machinery,
equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment
under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or
r•. another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore
(except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph
t 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the
cost to complete the work and be reflected in the final settlement.
r
In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for
within ten (10) days after service of such notice, then the Owner may provide for completion of the work in either
r.. of the following elective manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and
supplies as said Owner may deem necessary to complete the work and charge the expense of such
r labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so
l charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may
thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such
expense is less than the sum which would have been payable under this contract, if the same had been
completed by the Contractor, then said Contractor shall receive the difference. In case such expense is
` greater than the sum which would have been payable under this contract, if the same had been
completed by said Contractor, then the Contractor and/or his Surety shall pay the amount of such excess
r to the Owner, or
(b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper
having a general circulation in the County of location of the work, may let the contract for the completion
of the work under substantially the same terms and conditions which are provided in this contract. In
case of any increase in cost to the Owner under the new contract as compared to what would have been
the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and
remain bound therefore. However, should the cost to complete any such new contract prove to be less
than that which would have been the cost to complete the work under this contract, the Contractor or his
Surety shall be credited therewith.
When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and
certificates of completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A
complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct
r shall then be prepared and delivered to Contractor and his Surety, whereon the Contractor or his Surety, or the
Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date
of certificate of completion.
In the event the statement of accounts shows that the cost to complete the work is less than that which would
have been the cost to the Owner had the work been completed by the Contractor under the terms of this
contract, or when the Contractor and/or his Surety shall pay the balance shown to be due by them to the Owner, ^
then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the
Contractor and/or his Surety. Should the cost to complete the work exceed the contract price, and the Contractor
and/or his Surety fail to pay the amount due the Owner within the time designated hereinabove, and there
remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety at the
respective addresses designated in this contract; provided, however, that actual written notice given in any
manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the —
risk of the Contractor and his Surety subject only to the duty of the Owner to exercise ordinary care to protect
such property. After fifteen (15) days from the date of said notice the Owner may sell such machinery,
equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the
Contractor and his Surety. Such sale may be made at either public or private sale, with or without notice, as the
Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies which remain
on the *jobsite and belong to persons other than the Contractor or his Surety, to their proper owners.
50. ABANDONMENT BY OWNER
In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said
terms within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly
abandon the work, and may remove therefrom all machinery, tools, and equipment, and all materials on the
ground that have not been included in payments to the Contractor and have not been incorporated into the work.
Thereupon, the Owner's Representative shall make an estimate of the total amount earned by the Contractor,
which estimate shall include the value of all work actually completed by said Contractor at the prices stated in the
attached bid, the value of all partially completed work at a fair and equitable price, and the amount of all Extra
Work performed at the prices agreed upon, or provided for by the terms of this contract, and a reasonable sum to
cover the cost of any provisions made by the Contractor to cant' the whole work to completion, and which cannot
be utilized. The Owner's Representative shall then make a final statement of the balance due the Contractor by
deducting from the above estimate all previous payments by the Owner and all other sums that may be retained
by the Owner under the terms of this Agreement, and shall certify same to the Owner who shall pay to the
Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown by
said final statement as due the Contractor, under the terms of this Agreement.
51. BONDS
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
$100,000 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. All bonds, if required, shall be submitted on forms supplied by the Owner, and executed by an
approved Surety Company authorized to do business in the State of Texas. And it is further agreed that this
contract shall not be in effect until such bonds are so furnished.
52. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special
conditions conflict with any of the general conditions contained in this contract, then in such event the special
conditions shall control.
53. LOSSES FROM NATURAL CAUSES
Unless otherwise specified herein, all loss or damage to the Contractor arising out of the nature of the work to be
done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the same,
r
P
6.
1
:. or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be
sustained and bome by the Contractor at his own cost and expense.
7 54. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority
to direct, supervise, and control his own employees and to determine the method of the performance of the work
covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's
work during his performance and to carry out the other prerogatives which are expressly reserved to and vested
in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect
the status of the Contractor as an independent contractor with respect to either the Owner or Owner's
Representative or to the Contractor's own employees or to any other person, firm, or corporation.
7 55. CLEANING UP
The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at
!- the completion of the work he shall remove all such debris and also his tools, scaffolding, and surplus materials
and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case
of dispute Owner may remove the debris and charge the cost to the Contractor.
F
CURRENT WAGE DETERMINATIONS
Resolution No. 5121
March 14, 1996
Item #19
I
A^ '
RESOLUTION
I
WHEREAS, the City Council has heretofore established the general prevailing rate of
per diem wage's for each craft or type of workmen or mechanics needed to execute public
r- `i works contracts for the City of Lubbock in accordance with the provisions of Vernon's
i Ann.Civ.St., Art. 5159a; and
i WHEREAS, such wage rates were established by Resolution No. 719 enacted February
C i 12, 1981, updated by Resolution No. 1590 enacted February 23, -1984, and further updated by
Resolution No. 2502 enacted January 8, 1987; and
WHEREAS, such rates need to be updated at the present time in order to reflect the
current prevailing rate of per diem wages; NOW THEREFORE:
! BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
.i
THAT the general prevailing rate of per diem wages for public works contracts shall be
as set forth in the following named exhibits, which exhibits shall be attached hereto and made
a part hereof for all intents and purposes:
Exhibit A: Building Construction Trades
I:
Exhibit B: Paving and Highway Construction
r'
Exhibit C. Overtime Rate
Exhibit D: Weekend and Holiday Rate
.I
Such wage rates are hereby found and declared to be the general prevailing rate of per diem
I wages in all localities where public works are undertaken on behalf of the City of Lubbock and
such wage rates shall be included in all public works contracts as provided by law.
1,
r
r
r
r
Passed by the City Council this 14th
ATTEST:
Betty M. J on, City Secretary
APPROVED AS TO CONTENT:
� � 6_� �a4
Mary AndrVws, Managing Director of
Human Resources
APPROVED AS TO FORM:
a old Willard, Assistant City Attorney
HW:dalccdocs(pubworks.res
February 14, 1996
rch
, 1996.
2
d
I
City of Lubbock
Building Construction Trades
Prevailing Rates
CraftHourly Rate
Acoustical Ceiling Installer
. 10.00
Air Conditioner Installer
11.00
Air Conditioner Installer -Helper
5.50
Asbestos Worker
8.00
Asbestos Supervisor
11.00
Bricklayer
11.00
Bricklayer -Helper
6.00
Carpenter
11.00
Carpenter -Helper
6.00
Cement Finisher
7.50
Drywall Hanger
10.00
Electrician
13.00
Electrician -Helper
6.00
Equipment Operator -Heavy
8.50
Equipment Operator -Light
7.50
Floor Installer
8.50
Glazier
8.00
Insulator-PipingBoiler
9.00
Insulator -Helper
5.50
Iron Worker
8.00
Laborer -General
5.50
Mortar Mixer
5.50
Painter
9.50
Plumber
10.50
Plumber -Helper
6.00
Roofer
8.00
Roofer -Helper
5.50
Sheet Metal Worker
8.75
Sheet Metal Worker -Helper
5.50
Welder -Certified
10.00
CI1: :
Paving and Highway Construction
Prevailing Wage Rates
Craft Hourly Rate
Asphalt Heateman
6.00
Asphalt Shoveler
5.50
Concrete Finisher
7.35
Concrete Finisher -Helper
5.75
Electrician
10.50
Flagger
5.50
Form Setter
6.50
Form Setter -Helper
5.50
Laborer -Genera!
5.50
Laborer -Utility
6.25
Mechanic
7.25
Mechanic -Helper
5.50
Power Equipment Operators
Asphalt Paving Machine
7.00
Bulldozer
7.00
Concrete Paving Machine
7.00
Front End Loader
6.50
Heavy Equipment Operator
7.00
Light Equipment Operator
6.50
Motor Grader Operator
8.50
Roller
6.00
Scraper
6.50
Tractor
6.50
Truck Driver -Light
6.00
Truck Driver -Heavy
6.50
r
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate.
IA.""II- y0i7
Prevailing Wage Rates
Weekend and Holiday Rate
The rate for weekend and holiday is 1 1/2 times base rate.
PW
SPECIFICATIONS
Technical Specifications
CITY OF LUBBOCK, TEXAS
COLISEUM DOOR ADDITIONS
January 1997
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Parkhill, Smith & Cooper, Inc.
::: Engineers ■ Architects ■ Planners
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SECTION 00003
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CITY OF LUBBOCK, TEXAS et y
COLISEUM DOOR ADDITIONS
TABLE OF CONTENTS
���'z•za•9T
/-ty-9y
TECHNICAL SPECIFICATIONS PAGES
DIVISION 1- GENERAL REQUIREMENTS
01039
Coordination and Meetings 2
01041
Project Coordination 2
01120
Alteration Project Procedures 2
01300
Submittals 2
01400
Quality Control 2
01500
Construction Facilities and Temporary Controls 3
01600
Material and Equipment 3
01700
Contract Closeout 3
DIVISION 2 - SITE WORK
02072 Minor Demolition for Remodeling 2
DIVISION 3 - CONCRETE
03100 Concrete Formwork 3
03200 Concrete Reinforcement 3
03300 Cast -in -Place Concrete 4
DIVISION 4 - MASONRY
04300 Unit Masonry System 4
DIVISION 5 - METALS
05520 Handrails and Railings 3
DIVISION 6 - WOOD AND PLASTICS (Not Used)
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07900 Joint Sealers 5
8781-97 00003 -1
DIVISION 8 - DOORS AND WINDOWS
08110 Steel Doors and Frames
08512 Sheet Steel Windows
08700 Hardware
08800 Glazing
DIVISION 9 - FINISHES
09900 Painting
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)
DIVISION 15 - MECHANICAL (Not Used)
DIVISION 16 - ELECTRICAL (Not Used)
8781-97
NUMBER OF
PAGES
3
4
5
3
4 _
I
V
SECTION 01039
COORDINATION AND MEETINGS
PART1 GENERAL
1.1 RELATED DOCUMENTS
M
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Coordination.
B. Alteration project procedures.
r, C. Cutting and patching.
D. Preconstruction conference.
1.3 RELATED SECTIONS
A. Section 01120 -Alteration Project Procedures.
1.4 COORDINATION
A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to
assure efficient and orderly sequence of installation of interdependent construction
elements.
B. Coordinate completion and clean up of Work of separate Sections in preparation for
Substantial Completion.
1.5 ALTERATION PROJECT PROCEDURES
A. Materials: As specified in product Sections; match existing products and work for
patching and extending work.
B. Close openings in exterior surfaces to protect existing work from weather and extremes
of temperature and humidity.
C. Remove, cut, and patch work in a manner to minimize damage and to provide a means
of restoring products and finishes to specified condition.
D. Refinish visible existing surfaces to remain in renovated rooms and spaces, to specified
condition for each material, with a neat transition to adjacent finishes.
E. Where new work abuts or aligns with existing, perform a smooth and even transition.
Patched work to match existing adjacent work in texture and appearance.
F. When finished surfaces are cut so that a smooth transition with new work is not possible,
terminate existing surface along a straight line at a natural line of division and make
recommendation to Owner.
G. Where a change of plane of 114 inch or more occurs, submit recommendation for
providing a smooth transition for Owner review.
H. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or
showing other imperfections.
I. Finish surfaces as specified in individual product Sections.
r.. 8781-97 01039 - 1
1.6 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.
S. Work of Owner or separate contractor.
C. Execute cutting, fitting, and patching including excavation and fill, 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.
S. Provide openings in elements of Work for penetrations of mechanical and electrical
Work.
D. Execute work by methods which will avoid damage to other Work, and provide proper
surfaces to receive patching and finishing.
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.
1. 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 Owner for
decision or remedy.
1.7 PRECONSTRUCTION CONFERENCE
A. Owner will schedule a conference after Notice to Proceed.
B. Attendance Required: Owner, Architect and Contractor.
C. Agenda:
1. Submission of list of Subcontractors, list of products, Schedule of Values, and
progress schedule.
2. Designation of personnel representing the parties in Contract and the Architect.
3. Procedures and processing of field decisions, submittals, substitutions, applications
for payments, proposal request, Change Orders and Contract closeout procedures.
4. Scheduling.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
8781-97 01039 - 2
'.n
SECTION 01041
PROJECT COORDINATION
PART1 GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Construction mobilization.
B. Schedules.
C. Submittals.
D. Closeout procedures.
1.3 RELATED SECTIONS
A. Section 01039 - Coordination and Meetings: Preconstruction conferences.
B. Section 01700 - Contract Closeout: Contract Closeout Procedures.
1.4 CONSTRUCTION MOBILIZATION
A. Cooperate with the Owner in allocation of mobilization areas of site; for field offices and
sheds, for access, traffic, and parking facilities.
B. During construction, coordinate use of site and facilities through the Owner.
C. Comply with instructions of the Owner for use of temporary utilities and construction
facilities.
1.5 SCHEDULES
r A. Submit preliminary progress schedule coordinated with Project construction schedule.
B. After review, revise and resubmit schedule to comply with revised Project schedule.
C. During progress of work revise and resubmit with Applications for Payment.
1.6 SUBMITTALS
A. Submit preliminary shop drawings, product data and samples in accordance with Section 01300 for
review and compliance with Contract Documents, for field dimensions and clearances, for relation
to available space, and for relation to work of separate contracts. Revise and resubmit as required.
B. Submit requests for interpretation of Contract Documents, and obtain instructions
through Owner.
C. Process requests for substitutions, and change orders, through Owner.
D. Deliver closeout submittals for review and preliminary inspection reports, for transmittal
to Owner.
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r- 8781-97 01041 - 1
i
1.7 CLOSEOUT PROCEDURES
A. Notify Owner when Work is considered ready for Substantial Completion. Accompany
Owner on preliminary inspection to determine items to be listed for completion or
correction in Contractor's Notice of Substantial Completion.
1. Comply with Owner's instructions to correct items of work listed in executed
Certificates of Substantial Completion and for access to Owner occupied areas.
2. Notify Owner when Work is considered finally complete.
3. Comply with Owner's instructions for completion of items of Work determined by
the Architect/Engineer's final inspection.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
8781-97 01041 - 2
SECTION 01120
ALTERATION PROJECT PROCEDURES
PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Products and installation for patching and extending Work.
B. Transition and adjustments.
C. Repair of damaged surfaces, finishes, and cleaning.
1.3 RELATED SECTIONS
A. Section 01039 - Coordination and Meetings: Cutting and patching.
B. Section 01500 - Construction Facilities and Temporary Controls: Temporary enclosures,
protection of installed work, and cleaning during construction.
PART 2 PRODUCTS
2.1 PRODUCTS FOR PATCHING AND EXTENDING WORK
A. New Materials: As specified in product sections; match existing Products and work for
patching and extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing Products
where necessary, referring to existing Work as a standard.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that demolition is complete and areas are ready for installation of new Work.
B. Beginning of restoration Work means acceptance of existing conditions.
3.2 PREPARATION
A. Cut, move, or remove items as necessary for access to alterations and renovation Work.
Replace and restore at completion.
B. Remove unsuitable material not marked for salvage, such as rotted wood, corroded
metals, and deteriorated masonry and concrete. Replace materials as specified for
finished Work.
f C. Remove debris and abandoned items from area and from concealed spaces.
D. Prepare surface and remove surface finishes to provide for proper installation of new
�. work and finishes.
t
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r 8781-97 01120 - 1
E. Close openings in exterior surfaces to protect existing work from weather and extremes
of temperature and humidity.
3.3 INSTALLATION
A. Coordinate work of alterations and renovations to expedite completion.
B. Remove, cut, and patch Work in a manner to minimize damage and to provide a means
of restoring Products and finishes to specified condition.
C. Install Products as specified in individual Sections.
3.4 TRANSITIONS
A. Where new Work abuts or aligns with existing, perform a smooth and even transition.
Patch Work to match existing adjacent Work in texture and appearance.
B. When finished surfaces are cut so that a smooth transition with new Work is not possible,
terminate existing surface along a straight line at a natural line of division and make
recommendation to Owner.
3.5 REPAIR OF DAMAGED SURFACES
A. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or
showing other imperfections.
B. Repair substrate prior to patching finish.
3.6 FINISHES
A. Finish surfaces as specified in individual Product sections.
B. Finish patches to produce uniform finish and texture over entire area. When finish
cannot be matched, refinish entire surface to nearest intersections.
3.7 CLEANING
A. In addition to cleaning specified in Section 01500, clean Owner occupied areas of work.
END OF SECTION
8781-97 01120 - 2
SECTION 01300
SUBMITTALS
PART1 GENERAL
r
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Submittal procedures.
B. Shop Drawings.
C. Product Data.
D. Samples.
E. Manufacturer's installation instructions.
F. Manufacturers' certificates.
1.3 RELATED SECTIONS
A. Section 01019 - Contract Considerations: Photographs associated with application for
payment.
B. Section 01400 - Quality Control:
C. Section 01700 - Contract Closeout: Contract closeout submittals.
1.4 SUBMITTAL PROCEDURES
A. Transmit each submittal with Owner accepted form.
B. Sequentially number the transmittal form. Revise submittals with original number and
a sequential alphabetic suffix.
r C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail
number, and specification section number, as appropriate.
D. Apply Contractor's stamp, signed or initialled 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.
E. Schedule submittals to expedite the Project, and deliver to Owner at business address.
Coordinate submission of related items.
F. Identify variations from Contract Documents and Product or system limitations which
may be detrimental to successful performance of the completed Work.
G. Provide space for Contractor and Owner review stamps.
H. Revise and resubmit, identify all changes made since previous submission.
I. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly
report any inability to comply with provisions.
r�
r 8781-97 01300 - 1
1.5 SHOP DRAWINGS
A. Submit the number of opaque reproductions which Contractor requires, plus two copies
which will be retained by Owner.
B. After review, distribute in accordance with Article on Procedures above.
1.6 PRODUCT DATA
A. Submit the number of copies which the Contractor requires, plus two copies which will -'
be retained by the Owner.
B. Mark each copy to identify applicable products, models, options, and other data.
Supplement manufacturers' standard data to provide information unique to this Project.
C. After review distribute in accordance with the Submittal Procedures article above.
1.7 SAMPLES —
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. Submit samples of finishes, textures, and patterns for Owner's selection.
C. Include identification on each sample, with full Project information. —
D. Submit the number of samples specified in individual specification sections; one of
which will be retained by Owner.
E. Reviewed samples which may be used in the Work are indicated in individual
specification sections. ^`
1.8 MANUFACTURER INSTALLATION INSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturer's printed
instructions for delivery, storage, assembly, installation, adjusting, and finishing, in
quantities specified for Product Data.
B. , Identify conflicts between manufacturers' instructions and Contract Documents.
1.9 MANUFACTURER CERTIFICATES
A. When specified in individual specification Sections, submit manufacturers' certification
to Owner for review, in quantities specified for Product Data. B. 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 Owner.
PART 2 PRODUCTS
Not Used _
PART 3 EXECUTION
Not Used
END OF SECTION
8781-97 01300 - 2
F
SECTION 01400
QUALITY CONTROL
PART GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
I� Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Quality assurance and control of installation.
B. References.
C. Inspection and testing laboratory services.
1.3 RELATED SECTIONS
A. Section 01300 - Submittals: Submission of Manufacturers' Instructions and Certificates.
B. Section 01600 - Material and Equipment: Requirements for material and product quality.
1.4 QUALITY ASSURANCE/CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, Products, services, site
conditions, and workmanship, to produce Work of specified quality.
B. Comply fully with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict_ with Contract Documents, request
clarification from Architect before proceeding.
D. Comply with specified standards as a minimum quality for the Work except when more
stringent tolerances, codes, or specified requirements indicate higher standards or more
precise workmanship.
E. Perform work by persons qualified to produce workmanship of specified quality.
F. Secure Products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion or disfigurement.
1.5 REFERENCES
rA. Conform to reference standard by date of issue current on date of Contract Documents
date for receiving bids.
B. Obtain copies of standards when required by Contract Documents.
C. Should specified reference standards conflict with Contract Documents, request
clarification for Owner before proceeding.
D. The contractual relationship of the parties to the Contract shall not be altered from the
Contract Documents by mention or inference otherwise in any reference document.
7 8781-97 01400 - 1
1.6 INSPECTION AND TESTING LABORATORY SERVICES
A. Owner will appoint, employ, and pay for services of an independent firm to perform
inspection and testing.
B. The independent firm will perform inspections, tests, and other services specified in
individual specification Sections and as required by the Owner.
C. Reports will be submitted by the independent firm to the Owner, in triplicate, indicating
observations and results of tests and indicating compliance or non-compliance with
Contract Documents.
D. Cooperate with independent firm; furnish samples of materials, design mix, equipment,
tools, storage and assistance as requested.
1. Notify Owner and independent firm 48 hours prior to expected time for operations
requiring services.
2. Make arrangements with independent firm and pay for additional samples and tests
required for Contractor's use.
E. Retesting required because of non-conformance to specified requirements shall be
performed by the same independent firm on instructions by the Owner. Payment for
retesting will be charged to the Contractor by deducting inspection or testing charges
from the Contract Sum/Price.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used.
END OF SECTION
8781-97 01400 - 2
7
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting, heat, ventilation, water, and sanitary facilities.
B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and water
control.
C. Construction Facilities: Progress cleaning, project signage, and temporary buildings.
1.3 RELATED SECTIONS
A. Section 01700 -Contract Closeout: Final cleaning.
1.4 TEMPORARY ELECTRICITY
A. Provide temporary electric feeder from existing electrical service as required.
B. Owner will pay cost of energy used. Exercise measures to conserve energy.
C. Provide power outlets for construction operations, with branch wiring and distribution
boxes as required by Contractor's operations. Provide flexible power cords as required.
D. Provide main service disconnect and overcurrent protection at convenient location in
conformance with the National Electrical Code.
E. Permanent convenience receptacles may be utilized during construction.
F. Provide adequate distribution equipment, wiring, and outlets to provide single phase
branch circuits for power and lighting.
1. Provide 20 ampere duplex outlets, single phase circuits for power tools for every
2,000 sq ft of active work area.
2. Provide 20 ampere, single phase branch circuits for lighting.
1.5 TEMPORARY LIGHTING
A. Provide and maintain lighting for construction operations to achieve a minimum lighting
level of 2 watt/sq ft.
B. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after dark
for security purposes.
C. Provide and maintain 0.25 watt/sq ft H.I.D. lighting to interior work areas after dark for
security purposes.
D. Provide branch wiring from power source to distribution boxes with lighting conductors,
pigtails, and lamps as required.
E. Maintain lighting and provide routine repairs.
F. Permanent building lighting may be utilized during construction.
8781-97 01500 -1
r
1.6 TEMPORARY HEAT
A. Provide heat devices and heat as required to maintain specified conditions for
construction operations.
B. Owner will pay cost of energy used. Exercise measures to conserve energy.
C. Maintain minimum ambient temperature of 50 degrees F in areas where construction is
in progress, unless indicated otherwise in specifications.
1.7 TEMPORARY VENTILATION
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases.
1.8 TEMPORARY WATER SERVICE
A. Connect to existing water source for construction operations.
B. Owner will pay cost of water used. Exercise measures to conserve water.
C. Extend branch piping with outlets located so water is available by hoses with threaded
connections. Provide temporary pipe insulation to prevent freezing.
1.9 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Existing facilities shall not be
used.
1.10 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas and to protect
existing facilities and adjacent properties from damage from construction operations and
demolition.,
B. Provide barricades required by governing authorities for public rights -of -way and for
public access to existing building.
C. Provide protection for plant life designated to remain. Replace damaged plant life.
D. Protect non -owned vehicular traffic, stored materials, site and structures from damage.
1.11 WATER CONTROL
A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain _
pumping equipment.
B. Protect site from puddling or running water.Provide water barriers as required to protect _
site from soil erosion.
1.12 EXTERIOR ENCLOSURES
A. Provide temporary weather -tight closure of exterior openings to accommodate acceptable
working conditions and protection for Products, to allow for temporary heating and
maintenance of required ambient temperatures identified in individual specification
Sections, and to prevent entry of unauthorized persons. Provide access doors with self -
closing hardware and locks.
8781-97 01500 - 2 ^-
S
i
1.13 PROTECTION OF INSTALLED WORK
I
i A. Protect installed Work and provide special protection where specified in individual
specification Sections.
elk specification
Provide temporary and removable protection for installed Products. Control activity in
immediate work area to minimize damage.
C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or
movement of heavy objects, by protecting with durable sheet materials.
E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is
necessary, obtain recommendations for protection from waterproofing or roofing material
manufacturer.
F. Prohibit traffic from landscaped areas.
1.14 SECURITY
�• A. Provide security and facilities to protect Work, and existing facilities, and Owner's
operations from unauthorized entry, vandalism, or theft.
B. Coordinate with Owner's security program.
1.15 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and
orderly condition.
B. Remove waste materials, debris, and rubbish from site at intervals as required to maintain
a clean site, and dispose off -site.
1.16 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior
to Final Application for Payment inspection.
B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.
C. Clean and repair damage caused by installation or use of temporary work.
D. Restore existing facilities used during construction to original condition. Restore
permanent facilities used during construction to specified condition.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
8781-97 01500 3
SECTION 01600 w _
MATERIAL AND EQUIPMENT
PART1 GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Products.
B. Transportation and handling.
C. Storage and protection.
D. Product options.
E. Substitutions.
1.3 RELATED SECTIONS
A. Document - Instructions to Bidders: Product options and substitution procedures.
B. Section 01400 -Quality Control: Product quality monitoring.
1.4 PRODUCTS
A. Products: Means new material, machinery, components, equipment, fixtures, and
systems forming the Work. 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. Do not use materials and equipment removed from existing premises, except as
specifically permitted by the Contract Documents.
C. Provide interchangeable components of the same manufacturer, for similar components.
D. Materials required to match existing work and not otherwise specified, shall be equal to
the existing work in quality, color and finish. Workmanship and installation shall be
comparable to adjacent existing work. The Owner shall be the sole authority in the
determination of acceptable work.
1.5 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions.
B. Promptly inspect shipments to assure that products comply with requirements, quantities
are correct, and products are undamaged.
C. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage.
8781-97 01600 - 1
r., 1.6 STORAGE AND PROTECTION
A. Store and protect products in accordance with manufacturer's instructions, with seals and
labels intact and legible. Store sensitive products in weather -tight, climate controlled
enclosures.
' B. For exterior storage of fabricated products, place on sloped supports, above ground.
E" C. Provide off -site storage and protection when site does not permit on -site storage or
protection.
D. Cover products subject to deterioration with impervious sheet covering. Provide
ventilation to avoid condensation.
E. Store loose granular materials on solid flat surfaces in a well -drained area. Avoid mixing
with foreign matter.
F. Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
G. Arrange storage of products to permit access for inspection. Periodically inspect to
assure products are undamaged and are maintained under specified conditions.
1.7 PRODUCT OPTIONS
}►� A. Products Specified by Reference Standards or by Description Only: Any product meeting
1 those standards or description.
B. Products Specified by Naming One or More Manufacturers: Products of manufacturers
named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for
E, Substitutions: Submit a request for substitution for any manufacturer not named.
1.8 SUBSTITUTIONS
A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions
during the bidding period to requirements specified in this Section.
B.
Substitutions may be considered when a product becomes unavailable through no fault
of the Contractor.
C.
Document each request with complete data substantiating compliance of proposed
Substitution with Contract Documents.
D.
A request constitutes a representation that the Bidder:
1. Has investigated proposed product and determined that it meets or exceeds the
`
quality level of the specified product.
2. Will provide the same warranty for the Substitution as for the specified product.
,F.
3. Will coordinate installation and make changes to other Work which may be required
'
for the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension which may subsequently
become apparent.
S. Will reimburse Owner for review or redesign services associated with re -approval
by authorities.
E.
Substitutions will not be considered when they are indicated or implied on shop drawing
?�
r
or product data submittals, without separate written request, or when acceptance will
require revision to the Contract Documents.
F.
Substitution Submittal Procedure:
1. Submit four copies of request for Substitution for consideration. Limit each request
to one proposed Substitution.
2. Submit shop drawings, product data, and certified test results attesting to the
proposed product equivalence.
8781-97 01600 - 2
i
3. The Owner will notify Contractor, in writing, of decision to accept or reject
request.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not used
END OF SECTION
r--
8781-97 01600 - 3
r
1
roll
•j SECTION 01700
CONTRACT CLOSEOUT
PART GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A.
Closeout procedures.
B.
Final cleaning.
C.
Adjusting.
D.
Operation and maintenance data.
E.
Warranties.
1.3 RELATED SECTIONS
A. Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning.
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 Owner's review.
B. Provide submittals to Owner 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.
D. Owner will occupy all portions of the building as specified in Section 01039.
1.5 FINAL CLEANING
A. Execute final cleaning prior to final project assessment.
B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels,
F
stains and foreign substances, polish transparent and glossy surfaces.
C. Clean equipment and fixtures to a sanitary condition.
D. Clean site; sweep paved areas, rake clean landscaped surfaces.
' E. Remove waste and surplus materials, rubbish, and construction facilities from the site.
1.6 ADJUSTING
is
A. Adjust operating Products and equipment to ensure smooth and unhindered operation.
d
r
8781-97 01700 -1
Y
1.7 PROTECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record documents; record actual revisions to
the Work:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5. Reviewed Shop Drawings, Product Data, and Samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E. 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.
F. 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.
G. Submit documents to Owner with claim for final Application for Payment.
1.8 OPERATION AND MAINTENANCE DATA
A. Submit two sets prior to final inspection, bound in 8-1/2 x 11 inch text pages, binders
with durable plastic covers.
B. Prepare binder cover with printed title "OPERATION AND MAINTENANCE --
INSTRUCTIONS", title of project , and subject matter of binder when multiple binders
are required.
C. Internally subdivide the binder contents with permanent page dividers, logically
organized as described below; with tab titling clearly printed under reinforced laminated
plastic tabs.
D. Contents: Prepare a Table of Contents for each volume, with each Product or system _
description identified, typed on 24 pound white paper, in three parts as follows:
E. Part 1: Directory, listing names, addresses, and telephone numbers of
Architect/Engineer, Contractor, Subcontractors, and major equipment suppliers.
F. 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.
5. Maintenance instructions for equipment and systems.
8781-97 01700 - 2
6. Maintenance instructions for special finishes, including recommended cleaning
methods and materials, and special precautions identifying detrimental agents.
G. Part 3: Project documents and certificates, including the following:
1. Shop drawings and product data.
2. Certificates.
3. Photocopies of warranties.
A. Submit 1 draft copy of completed volumes 15 days prior to final inspection. This copy
will be reviewed and returned after final inspection, with Owner comments. Revise
►_• content of all document sets as required prior to final submission.
E
I. Submit final volumes revised, within ten days after final inspection.
1.9 WARRANTIES
A. Provide duplicate notarized copies.
B. Execute and assemble transferable warranty documents from Subcontractors, suppliers,
and manufacturers.
C. Provide Table of Contents and assemble in binder with durable plastic cloth 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.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
P�
�• 8781-97 017W - 3
1
SECTION 02072
MINOR DEMOLITION FOR REMODELING
PART GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Removal of designated construction.
1.3 RELATED SECTIONS
A. Section 01039 - Coordination and Meetings
B. Section 01500 - Construction Facilities and Temporary Controls: Temporary enclosures,
security at Owner occupied areas, cleanup during construction.
C. Section 01700 - Contract Closeout.
1.4 SUBMITTALS
A. Submit under provisions of Section 01300 .
1.5 REGULATORY REQUIREMENTS
A. Conform to applicable code for demolition work, safety of structure and dust control.
B. Obtain required permits from authorities.
C. Do not close or obstruct egress width to exits.
D. Do not disable or disrupt building fire or life safety systems without 3 day prior written
notice to the Owner.
E. Conform to procedures applicable when discovering hazardous or contaminated
materials. -
1.6 SCHEDULING
A. Schedule Work incoordination with the events scheduled for this facility. This Work
shall not cause the facility to be closed during scheduled hours. Contractor to coordinate
with facility representatives in writing.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.1 PREPARATION
A. Provide, erect and maintain temporary barriers at locations indicated.
8781-97 02072 -1
i
r
f
B. Erect and maintain weatherproof closures for exterior openings.
C. Erect and maintain temporary partitions to prevent spread of dust, odors and noise to
permit continued Owner occupancy.
D. Protect existing materials and surfaces which are not to be demolished.
E. Prevent movement of structure; provide required bracing and shoring.
3.2 DEMOLITION REQUIREMENTS
A. Conduct demolition to minimize interference with adjacent and occupied building areas.
B. Cease operations immediately if structure appears to be in danger. Notify
Architect/Engineer. Do not resume operations until directed.
C. Maintain protected egress and access to the Work.
3.3 DEMOLITION
A. Demolish in an orderly and careful manner. Protect existing supporting members.
B. Except where noted otherwise, remove demolished materials from site. Do not bum or
bury materials on site.
C. Remove demolished materials from site as work progresses. Upon completion of work,
leave areas in clean condition.
D. Remove temporary Work.
8781-97
END OF SECTION
02072 2
SECTION 03100
CONCRETE FORMWORK
PART1 GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
r
A. Formwork for cast -in place concrete, with shoring, bracing and anchorage.
B. Openings for other work.
C. Form accessories.
D. Form stripping.
1.3 REFERENCES _
A. ACI 347 - Recommended Practice For Concrete Formwork.
B. PS-1 - Construction and Industrial Plywood. r
1.4 DESIGN REQUIREMENTS
A. Design, engineer and construct . formwork, shoring and bracing to conform to code
requirements; resultant concrete to conform to required shape, line and dimension.
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301.
PART 2 PRODUCTS
2.1 WOOD FORM MATERIALS
A. Softwood Plywood: PS 1, C Plugged, Group 3.
B. Lumber: Yellow Pine species; construction grade; with grade stamp clearly visible.
2.2 FORMWORK ACCESSORIES
A. Form Ties: Snap -off type, galvanized metal, adjustable length.
B. Form Release Agent: Colorless mineral oil which will not stain concrete, or impair
natural bonding or color characteristics of coating intended for use on concrete.
C. Comers: Chamfered, rigid plastic or wood strip type; 3/4 x 3/4 inch size; maximum
possible lengths. _
8781-97 03100 -1
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify lines, levels and centers before proceeding with formwork. Ensure that
dimensions agree with Drawings.
3.2 EARTH FORMS
A. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete.
3.3 ERECTION - FORMWORK
A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with
requirements of ACI 301.
B. Provide bracing to ensure stability of formwork.Shore or strengthen formwork subject
to overstressing by construction loads.
C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage
concrete during stripping. Permit removal of remaining principal shores.
D. Align joints and make watertight. Keep form joints to a minimum.
E. Provide chamfer strips on external corners left exposed.
3.4 APPLICATION - FORM RELEASE AGENT
A. Apply form release agent on formwork in accordance with manufacturer's
recommendations.
B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items.
3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS
A. Provide formed openings where required for items to be embedded in or passing through
concrete work.
B. Locate and set in place items which will be cast directly into concrete.
3.6 FORM CLEANING
A. Clean and remove foreign matter within forms as erection proceeds.
B. Clean formed cavities of debris prior to placing concrete.
C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that
water and debris drain to exterior through clean -out ports.
3.7 FORMWORK TOLERANCES
A. Construct formwork to maintain tolerances required by ACI 301.
3.8 FIELD QUALITY CONTROL
A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with
formwork design, and that supports, fastenings, wedges, ties, and items are secure.
B. Do not reuse wood formwork more than 4 times for concrete surfaces to be exposed to
view. Do not patch formwork.
P 8781-97
i
03100 - 2
3.9 FORM REMOVAL
A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its
own weight and imposed loads.
B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish
concrete surfaces scheduled for exposure to view.
C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not
be damaged. Discard damaged forms.
END OF SECTION
8781-97 03100 - 3
SECTION 03200
CONCRETE REINFORCEMENT
PART1 GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary
General Conditions and Division 1 - General Requirements apply to the work of this
Section.
1.2 SECTION INCLUDES
A. Reinforcing steel bars, wire fabric and accessories for cast-inplace concrete.
1.3 RELATED SECTIONS
A. Section 03100 - Concrete Formwork.
B. Section 03300 - Cast -in -Place Concrete.
1.4 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 318 - Building Code Requirements For Reinforced Concrete.
C. ACI SP-66 - American Concrete Institute - Detailing Manual.
D. ANSI/ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement.
E. ANSI/ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement.
F. ANSI/AWS DI A - Structural Welding Code for Reinforcing Steel.
G. ANSI/AWS D 12.1 - Reinforcing Steel Welding Code.
H. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement.
I. CRSI - Concrete Reinforcing Steel Institute Manual of Practice.
J. CRSI 63 - Recommended Practice For Placing Reinforcing Bars.
K. CRSI 65 - Recommended Practice For Placing Bar Supports, Specifications and
Nomenclature.
1.5 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing
steel and wire fabric, bending and cutting schedules, and supporting and spacing
devices.
1.6 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301 and ACI 318.
B. Submit certified copies of mill test report of reinforcement materials analysis.
C. Provide Architect/Engineer with access to fabrication plant to facilitate inspection of
reinforcement. Provide notification of commencement and duration of shop
fabrication in sufficient time to allow inspection.
�:, 8781-97 03200 - 1
1.7 QUALIFICATIONS
A. Design reinforcement under direct supervision of a Professional Structural Engineer
experienced in design of this work and licensed in the State of Texas.
1.8 COORDINATION
A. Coordinate work under provisions of Section 01039.
B. Coordinate with placement of formwork, formed openings and other Work.
PART 2 PRODUCTS
2.1 REINFORCEMENT
A. Reinforcing Steel: ASTM A615, 60 yield grade; deformed billet steel bars, plain
finish.
B. Welded Steel Wire Fabric: ASTM A185 Plain Type in flat sheets.
2.2 ACCESSORY MATERIALS _
A. Tie Wire: Minimum 16 gage annealed type.
B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and
support of reinforcement during concrete placement conditions including load bearing
pad on bottom to prevent vapor barrier puncture.
C. Special Chairs, Bolsters, Bar Supports, Spacers Adjacent to Weather Exposed
Concrete Surfaces.
2.3 FABRICATION
A. Fabricate concrete reinforcing in accordance with CRSI Manual of Practice.
B. Weld reinforcement in accordance with ANSI/AWS DIA.
C. Locate reinforcing splices not indicated on Drawings, at point of minimum stress.
PART 3 EXECUTION
3.1 PLACEMENT
A. Place, support and secure reinforcement against displacement. Do not deviate from
required position.
B. Do not displace or damage vapor barrier. _
C. Accommodate placement of formed openings.
D. Maintain concrete cover around reinforcing as follows:
Item Coverage
Footings and Concrete Formed
Against Earth 3 inch
Slabs on Fill 1 inch
8781-97 03200 - 2 —
3.2 FIELD QUALITY CONTROL
A. Field inspection will be performed under provisions of Section 01400.
END OF SECTION
rIZ
1•
�.. 8781-97 03200 - 3
SECTION 03300
CAST -IN -PLACE CONCRETE
PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Cast -in -place concrete.
1.3 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 302 - Guide for Concrete Floor and Slab Construction.
C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing
Concrete.
D. ACI 305R - Hot Weather Concreting. „
E. ACI 306R - Cold Weather Concreting.
F. ACI 308 - Standard Practice for Curing Concrete.
G. ACI 318 - Building Code Requirements for Reinforced Concrete.
H. ANSI/ASTM D1751 - Preformed Expansion Joint Fillers for Concrete Paving and
Structural Construction (Nonextruding and Resilient Bituminous Types).
I. ASTM C33 - Concrete Aggregates.
J. ASTM C94 - Ready -Mixed Concrete.
K. ASTM C 150 - Portland Cement.
L. ASTM C260 - Air Entraining Admixtures for Concrete.
M. ASTM C494 - Chemicals Admixtures for Concrete.
N. ASTM C618 - Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral
Admixture in Portland Cement Concrete.
1.4 SUBMITTALS
A. Submit under provisions of Section 01300.
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301.
B. Acquire cement and aggregate from same source for all work.
C. Conform to ACI 305R when concreting during hot weather.
D. Conform to ACI 306R when concreting during cold weather.
1.6 FIELD SAMPLES
A. Provide under provisions of Section 01400.
8781-97 03300 - 1 --
1.7 COORDINATION
A. Coordinate work under provisions of Section 01039.
B. Coordinate the placement of joint devices with erection of concrete formwork and
placement of form accessories.
PART 2 PRODUCTS
2.1 CONCRETE MATERIALS
A. Cement: ASTM C 150, Type I - Normal.
B. Fine and Coarse Aggregates: ASTM C33.
C. Water: Clean and not detrimental to concrete.
D. Glass Fiber Reinforcement: ASTM C948.
2.2 ADMDffURES
A. Air Entrainment: ASTM C260.
B. Chemical: ASTM C494.
C. Fly Ash: ASTM C618.
2.3 ACCESSORIES
A. Bonding Agent: Polyvinyl Acetate.
2.4 JOINT DEVICES AND FILLER MATERIALS
A. Joint Filler: ASTM D1751; Asphalt impregnated fiberboard or felt.
B. Construction Joint Devices: Integral galvanized steel, formed to tongue and groove
profile, knockout holes spaced at 6 inches, ribbed steel spikes with tongue to fit top
screed edge.
C. Sealant and Primer: As specified in Section 07900.
2.5 CONCRETE MIX
A. Mix and deliver concrete in accordance with ASTM C94, Alternative No. 2.
B. Select proportions for normal weight concrete in accordance with ACI 301 Method 1.
C. Provide concrete to the following criteria:
1. Compressive Strength (7 days): 2200 psi
2. Compressive Strength (28 days): 3000 psi
3. Slump: 1 to 5 inches
4. Glass Fiber Reinforcement: 1.5 cu ft/cuyd
D. Use accelerating admixtures in cold weather only when approved by Architect/Engineer.
Use of admixtures will not relax cold weather placement requirements.
E. Use of calcium chloride is not allowed.
F. Use set retarding admixtures during hot weather only when approved by
Architect/Engineer.
G. Add air entraining agent to normal weight concrete mix for work exposed to exterior.
..• 8781-97 03300 - 2
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify site conditions under provisions of Section 01039.
B. Verify requirements for concrete cover over reinforcement.
C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete
are accurately placed, positioned securely, and will not cause hardship in placing
concrete.
3.2 PREPARATION
A. Prepare previously placed concrete by cleaning with steel brush and applying bonding --
agent in accordance with manufacturer's instructions.
B. In locations where new concrete is dowelled to existing work, drill holes in existing
concrete, insert steel dowels and pack solid with non -shrink grout. �.
3.3 PLACING CONCRETE
A. Place concrete in accordance with ACI 301.
B. Notify Architect/Engineer minimum 24 hours prior to commencement of operations.
C. Ensure reinforcement, inserts, embedded parts, formed joint fillers, are not disturbed
f
during concrete placement.
D. Separate slabs on grade from vertical surfaces with 1/2" inch thick joint filler.
E. Extend joint filler from bottom of slab to within 1/4 inch of finished slab surface.
Conform to Section 07900 for finish joint sealer requirements.
F. Install construction joint device in coordination with drawings pattern placement
sequence. Set top to required elevations. Secure to resist movement by wet concrete.
G. Apply sealants in joint devices in accordance with Section 07900.
H. Maintain records of concrete placement. Record date, location, quantity, air
temperature, and test samples taken.
I. Place concrete continuously between predetermined expansion, control, and construction —
joints.
J. Do not interrupt successive placement; do not permit cold joints to occur.
K. Saw cut joints within 24 hours after placing. Using 3/16 inch thick blade, cut into 1/4 --
depth of slab thickness.
L. Screed slabs on grade level, maintaining surface flatness of maximum 1/4 inch in 10 ft.
3.4 CONCRETE FINISHING
A. Provide formed concrete surfaces to be left exposed with smooth rubbed finish.
B. Steel trowel surfaces which are scheduled to be exposed. Provide light broom finish
perpendicular to traffic flow.
3.5 CURING AND PROTECTION
A. Immediately after placement, protect concrete from premature drying, excessively hot
or cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for
period necessary for hydration of cement and hardening of concrete.
C. Cure concrete floor surfaces with membrane forming curing compound.
8781-97 03300 - 3
r
3.6 FIELD QUALITY CONTROL
1 A. Field testing will be performed in accordance with ACI 301 and under provisions of
Section 01400.
B. Provide free access to Work and cooperate with appointed firm.
C. Submit proposed mix design to Engineer for review prior to commencement of Work.
D. Tests of cement and aggregates may be performed to ensure conformance with specified
requirements.
E. Three concrete test cylinders will be taken for every SO cu yds.
F. One additional test cylinder will be taken during cold weather concreting, cured on job
site under same conditions as concrete it represents.
4 G. One slump test will be taken for each set of test cylinders taken.
3.7 PATCHING
A. Allow Architect/Engineer to inspect concrete surfaces immediately upon removal of
forms.
B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify
Architect/Engineer upon discovery.
C. Patch imperfections as directed.
3.8 DEFECTIVE CONCRETE
A. Defective Concrete: Concrete not conforming to required lines, details, dimensions,
tolerances or specified requirements.
B. Repair or replacement of defective concrete will be determined by the
Architect/Engineer.
C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express
direction of Architect/Engineer for each individual area.
END OF SECTION
�., 8791-97 03300 - 4
SECTION 04300
UNIT MASONRY SYSTEM
PART GENERAL
1.1 RELATED DOCUMENTS _
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Concrete masonry and Brick units.
B. Reinforcement, anchorage, and accessories.
1.3 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION
A. Section 08512 - Sheet Steel Windows: Placement of window anchors.
1.4 RELATED SECTIONS
A. Section 01400 Quality Control: Testing laboratory services.
1.5 REFERENCES
A. ACI 530 - Building Code Requirements for Masonry Structures.
B. ACI 530.1 - Specifications For Masonry Structures.
C. "ASTM A82 - Cold -Drawn Steel Wire for Concrete Reinforcement.
D. ASTM A123 - Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products.
E. ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process.
F. ASTM A641 - Zinc -Coated (Galvanized) Carbon Steel Wire.
G. ASTM C73 - Calcium Silicate Face Brick (Sand -Lime Brick).
H. ASTM C90 - Load -Bearing Concrete Masonry Units.
I. ASTM C652 - Hollow Brick (Hollow Masonry Units Made From Clay or Shale).
J. ASTM C744 - Pre -faced Concrete and Calcium Silicate Masonry Units.
K. IMIAC - International Masonry Industry All -Weather Council: Recommended Practices
and Guide Specification for Cold Weather Masonry Construction.
L. IMIAC - International Masonry Industry All -Weather Council: Recommended Practices
and Guide Specification for Hot Weather Masonry Construction.
1.6 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide data for masonry units.
1.7 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 530 and ACI 530.1.
8781-97 04300 - 1
r
1.8 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in this
section with minimum three years experience.
1.9 REGULATORY REQUIREMENTS
J
A. Conform to applicable code for requirements for masonry construction.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site under provisions of Section 01600.
B. Accept glazed pre -faced units on site. Inspect for damage.
1.11 ENVIRONMENTAL REQUIREMENTS
A. Cold Weather Requirements: IMIAC - Recommended Practices and Guide Specifications
for Cold Weather Masonry Construction.
B. Hot Weather Requirements: IMIAC - Recommended Practices and Guide Specifications
for Hot Weather Masonry Construction.
1.12 COORDINATION
A. Coordinate work under provisions of Section 01039.
B. Coordinate the masonry work with installation of frame anchors.
PART 2 PRODUCTS
2.1 MANUFACTURERS - CONCRETE MASONRY UNITS
A. Featherlite.
B. Substitutions: Under provisions of Section 01600.
2.2 CONCRETE MASONRY UNITS
r-
I A. Hollow Load Bearing Block Units (CMU): ASTM C90, Type I - Moisture Controlled,
normal weight.
,., B. Size and Shape: Nominal modular size of 8 x 8 x 16 inches.
a 2.3 MORTAR AND GROUT
i~ A. Mortar and Grout: Type S, mixed in accordance with ASTM C270.
2.4 ACCESSORIES
A. Cleaning Solution: Non -acidic, not harmful to masonry work or adjacent materials.
r. 8781-97 04300 - 2
fi
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
B. Verify items provided by other sections of work are properly sized and located.
C. Verify that built-in items are in proper location, and ready for roughing into masonry
work.
3.2 PREPARATION
A. Direct and coordinate placement of metal anchors supplied to other sections.
B. Provide temporary bracing during installation of masonry work. Maintain in place until
building structure provides permanent bracing.
3.3 COURSING
A. Establish lines, levels, and coursing indicated. Protect from displacement.
B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of
uniform thickness. _.
C. Concrete Masonry Units:
1. Bond: Running.
2. Coursing: One unit and one mortar joint to equal 8 inches.
3. Mortar Joints: Match existing construction.
3.4 PLACING AND BONDING
A. Lay hollow masonry units with face shell bedding on head and bed joints.
B. Buttering comers of joints or excessive furrowing of mortar joints are not permitted.
C. Remove excess mortar as work progresses.
D. Interlock intersections and external comers.
E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment
must be made, remove mortar and replace.
F. Perform job site cutting of masonry units with proper tools to provide straight, clean,
unchipped edges. Prevent broken masonry unit comers or edges.
3.5 BUILT-IN WORK
A. As work progresses, install built-in metal door and glazed frames.
B. Install built-in items plumb and level.
C. Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids
solid with grout. Fill adjacent masonry cores with grout minimum 12 inches from _
framed openings.
D. Do not build in organic materials subject to deterioration.
3.6 TOLERANCES r
A. Maximum Variation From Alignment of Pilasters: 1/4 inch.
B. Maximum Variation From Unit to Adjacent Unit: 1/32 inch.
C. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft and 1/2 inch in 20 ft or more.
D. Maximum Variation from Plumb: 1/4 inch per story non -cumulative; 1/2 inch in two
stories or more.
8781-97 04300 - 3
E. Maximum Variation from Level Coursing: 1/8 inch in 3 ft and 1/4 inch in 10 ft; 1/2
inch in 30 ft.
F. Maximum Variation of Joint Thickness: 1/8 inch in 3 ft.
G. Maximum Variation from Cross Sectional Thickness of Walls: 1/4 inch.
3.7 CUTTING AND FITTING
A. Cut and fit for pipes and conduit. Coordinate with other sections of work to provide
correct size, shape,and location.
B. Obtain approval prior to cutting or fitting masonry work not indicated or where
appearance or strength of masonry work may be impaired.
3.8 FIELD QUALITY CONTROL
A. Field inspection and testing will be performed under provisions of Section 01400.
B. Inspect all masonry work.
3.9 CLEANING
A. Clean work under provisions of 01700.
B. Remove excess mortar and mortar smears as work progresses.
C. Replace defective mortar. Match adjacent work.
D. Clean soiled surfaces with cleaning solution.
E. Use non-metallic tools in cleaning operations.
3.10 PROTECTION OF FINISHED WORK
A. Protect finished Work under provisions of Section 01500.
B. Without damaging completed work, provide protective boards at exposed external
comers which may be damaged by construction activities.
END OF SECTION
r.. 8781-97
04300 - 4
SECTION 05520
HANDRAILS AND RAILINGS
PART GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 General Requirements apply to the work of this Section.
1.2 SECTION INCLUDES
A. Steel pipe handrails, balusters, and fittings.
1.3 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION
A. Section 03300 - Cast -In -Place Concrete: Placement of anchors in concrete.
1.4 RELATED SECTIONS
A. Section 09900 - Painting: Paint finish.
B. ASTM A53 - Hot -Dipped, Zinc -coated Welded and Seamless Steel Pipe.
C. ASTM A500 - Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in
Round and Shapes. _
D. ASTM A501 - Hot -Formed Welded and Seamless Carbon Steel Structural Tubing.
E. SSPC - Steel Structures Painting Council.
1.5 DESIGN REQUIREMENTS
A. Railing assembly and attachments to resist lateral force of 200 lbs at any point without
damage or permanent set.
1.6 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and
type of fasteners, and accessories. C. Samples: Submit two 6 inch long samples of handrail. Submit two samples, of elbow
and Tee.
1.7 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on shop drawings.
8781-97 05520 -1
PART 2 PRODUCTS
2.1 STEEL RAILING SYSTEM
A. Rails and Posts: 1-1/2 inch outside diameter schedule 40 steel pipe; welded joints,
primed and painted.
B. Fittings: Elbows, T-shapes, wall brackets, escutcheons; cast steel.
C. Mounting: Steel inserts for casting in concrete.
D. Exposed Fasteners: Flush countersunk screws or bolts; consistent with design of railing.
E. Splice Connectors: Steel concealed spigots.
F. Shop and Touch -Up Primer: SSPC 15, Type 1, red oxide.
2.2 FABRICATION
A. Fit and shop assemble components in largest practical sizes, for delivery to site.
B. Fabricate components with joints tightly fitted and secured.
C. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively
located; consistent with design of component, except where specifically noted otherwise.
D. Supply components required for anchorage of fabrications. Fabricate anchors and related
components of same material and finish as fabrication, except where specifically noted
otherwise.
F
E. Continuously seal joined pieces by continuous welds.
poll
F. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints
butt tight, flush, and hairline. Ease exposed edges to small uniform radius.
G. Accurately form components to suit ramps and landings, to each other and to building
structure.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
B. Beginning of installation means erector accepts existing conditions.
3.2 PREPARATION
A. Clean and strip primed steel items to bare metal where site welding is required.
B. Supply items required to be cast into concrete with setting templates, to appropriate
Sections.
3.3 INSTALLATION
A. Install components plumb and level, accurately fitted, free from distortion or defects.
B. Field weld anchors as indicated on shop drawings. Touch-up welds with primer. Grind
welds smooth.
C. Conceal bolts and screws whenever possible. Where not concealed, use flush
countersunk fastenings.
3.4 ERECTION TOLERANCES
A. Maximum Variation From Plumb: 1/4 inch in 10 feet, non -cumulative.
.. 8781-97 05520 2
B. Maximum Offset From True Alignment: 1/4 inch.
END OF SECTION
8781-97 05520 - 3
SECTION 07900
JOINT SEALERS
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 the work of this Section.
1.2 SECTION INCLUDES
A. Preparing sealant substrate surfaces.
B. Sealant and backing.
1.3 RELATED SECTIONS
A. Section 03300 - Cast -in -Place Concrete: Sealants used in conjunction with concrete.
B. Section 04200 - Unit Masonry: Sealants used in conjunction with masonry.
C. Section 08112 - Standard Steel Frames: Sealants used in conjunction with door
frames.
D. Section 08800 - Glazing: Sealants used in conjunction with glazing methods.
1.4 REFERENCES
A. ANSI/ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber.
B. ANSI/ASTM D1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and
Copolymers (Open -Cell Foam).
C. ASTM C790 - Use of Latex Sealing Compounds.
D. ASTM C804 - Use of Solvent -Release Type Sealants.
E. ASTM C834 - Latex Sealing Compounds.
F. FS TT-S-001657 - Sealing Compound, Single Component, Butyl Rubber Based,
Solvent Release Type.
G. FS TT-S-00227 - Sealing Compound: Elastomeric Type, Multi -Component.
H. FS TT-S-00230 - Sealing Compound: Elastomeric Type, Single Component.
I. FS TT-S-001543 - Sealing Compound, Silicone Rubber Base.
J. SWI (Sealing and Waterproofers Institute) - Sealant and Caulking Guide
Specification.
1.5 SUBMITTALS
A. Product Data
1. Submit product data indicating sealant chemical characteristics, performance
criteria, limitations and color availability.
2. Submit manufacturer's standard printed installation instructions.
B. Samples
1. Submit four samples 1h x 3 inches in size illustrating colors selected.
C. Mockup
1. Construct field sample panel illustrating sealant type, color, and tooled surface.
8781-97 07900 - 1
1.6
1.7
1.8
1.9
2. Locate where directed.`
3. Accepted sample may not remain as part of the Work.
D. Certificates
1. Submit manufacturer's certificate that products meet or exceed specified
requirements.
QUALITY ASSURANCE
A. Manufacturer: Company specializing in manufacturing the products specified in this
Section with minimum ten years documented experience.
B. Applicator: Company specializing in applying the work of this Section with minimum
five years documented experience.
C. Conform to Sealant and Waterproofers Institute requirements for materials
installation.
ENVIRONMENTAL REQUIREMENTS
A. Do not install solvent curing sealants in enclosed building spaces.
B. Maintain temperature and humidity recommended by the sealant manufacturer during
and after installation.
SEQUENCING AND SCHEDULING
A. Coordinate the work of this Section with all Sections referencing this Section.
WARRANTY
A: Provide five year warranty.
B. Warranty: Include coverage of installed sealants and accessories which fail to achieve
air tight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
2.1 MATERIALS
A. Sealants
Ref. ASTM Spec,
S-1 C-920-79
Type M
Class 25
Grade NS
S-2 C-920-79
Type M
Class 25
Grade P
uct Descrintion
TT-S-227(e) Two component, non -sag, polyurethane or
Class A polysulfide sealant
Type II Shore A hardness of 2040
Joint movement range of t25%
TT S 227(e) Two component, self leveling, polyurethane or
Class A polysulfide sealant
Type I Shore A hardness of 2540
Joint movement range of t25%
8781-97 07900 - 2
E
t
r
S-3
C-920-79
TT-S-230(c)
Low modulus, one component, non -sag,
s
Type S
Class A
polyurethane or polysulfide sealant
Class 25
Type II
Shore A hardness of 15-25
Grade NS
Joint movement range of t50%
~
Minimum elongation of 700%
S-4
C-920-79
ITS 230(c)
One component, non -sag, polyurethane or
I
Type S
Class A
polysulfide sealant
Class 25
Type II
Shore A hardness of 25-40
Grade NS
Joint movement range of ±25 %
S-5
C-920-79
TT-S-230(c)
One component, self leveling, polyurethane or
Type S
Class A
polysulfide sealant
Class 25
Type I
Shore A hardness of 15-45
Grade P
Joint movement range of t25%
i.
S-6
C-920-79
TT-S-1543(a)
Low modulus, one component, non -sag, neutral
Type S
Class A
cure, silicone sealant
Class 25
Shore A hardness of 15-20
Grade NS
Joint movement range of + 100 % to -50 %
P_
Joint size may be as little as two times joint
movement
Minimum elongation of 1200 %
e
S-7
C-920-79
TT-S-1543(a)
One component, neutral cure, non -sag, silicone
Type S
Class A
sealant
Class 25
Shore A hardness of 25-30
Grade NS
Joint movement range of ±25 %
S-8
C-920-79
TT-S-1543(a)
One component, non -sag, mildew resistant
Type S
Class A
silicone sealant
Class 25
Shore A hardness of 25-30
a
Grade NS
S-9
C-920-79
SS-S-200(d)
One or two component, coal tar extended, fuel
P^
Type M/S
Type H
resistant polyurethane sealant
Class 25
Shore A hardness of 15-35
4
Grade P/NS
l�
B.
Caulking
C-1
C-834-76
N/A
One component acrylic latex caulking minimum
€
75 % recovery per ASTM C 736-82
`
Maximum joint movement of f 7.5 %
C-2
N/A
TT-S-1657
One component, butyl rubber caulking
4
Maximum joint movement of t5 %
C.
Accessories.
I. Primer: Non -staining type, recommended
by sealant manufacturer to suit application.
2. Joint Cleaner:
Non -corrosive and
non -staining type, recommended by sealant
r
manufacturer; compatible with joint forming materials.
�..
i
8781-97
07900 - 3
3. Joint Backing: ANSI/ASTM D1056; D1565; round, closed cell polyethylene foam
rod; oversized 30 to 50 percent larger than joint width.
4. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit
application. _
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that joint openings are ready to receive work and field measurements are as shown
on Drawings and recommended by the manufacturer.
B. Beginning of installation means installer accepts existing substrate.
3.2 PREPARATION
A. Clean and prime joints in accordance with manufacturer's instruc-tions.
B. Remove loose materials and foreign matter which might impair adhesion of sealant.
C. Verify that joint backing and release tapes are compatible with sealant.
D. Perform preparation in accordance with ASTM C804 for solvent release C790 for latex
base sealants.
E. Protect elements surrounding the work of this Section from damage or disfiguration.
3.3 INSTALLATION
A. Perform installation in accordance with ASTM C804 for solvent release C790 for latex
base sealants.
B. Measure joint dimensions and size materials to achieve required width/depth ratios.
C. Install joint backing to achieve a neck dimension no greater than 1/3 the joint width.
D. Install bond breaker where joint backing is not used.
E. Apply sealant within recommended application temperature ranges. Consult manufacturer
when sealant cannot be applied within these temperature ranges.
F. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
G. Tool joints concave.
3.4 CLEANING AND REPAIRING
A. Clean adjacent soiled surfaces.
B. Repair or replace defaced or disfigured finishes caused by work of this Section. -
3.5 PROTECTION OF FINISHED WORK
A. Protect sealants until cured.
3.6 SCHEDULE
A. Significant Movement Sealants: (+25 % or -25 % movement capability)
1. Vertical or inclined joints such as panel, coping and expansion. Recommended
sealant: S-1, 3 or 6.
2. Horizontal joints exposed to fuel or gas spillage. Recommended sealant: 5-10.
3. Horizontal non -traffic joints not exposed to fuel or gas spillage. Recommended
sealant: S-1, 3, 6 or 7.
8781-97 07900 - 4
B. Minimal Movement Sealants: (+25 % or -25 % movement capability)
1. Vertical or inclined joints such as perimeters of doors, windows, wall penetrations.
Recommended sealant: S-1, 3, 4 or 6.
2. Horizontal traffic joints not exposed to fuel or gas spillage. Recommended sealant:
S-2 or 5.
C. Glazing Sealants
1. Non-structural exterior or interior. Recommended sealant: S-1 or 7.
2. Non-structural interior hollow metal doors and borrowed liter. Recommended
sealant:. S-1, S-7 or C-2.
D. Interior Sealants and Caulking
1. General. Recommended sealant: C-1.
2. Under thresholds. Recommended sealant: C-2.
r
C END OF SECTION
SECTION 08110
STEEL DOORS AND FRAMES
PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions, Supplementary General
Conditions and Division 1 - General Requirements apply to the work of this Section.
1.2 WORK INCLUDED
A. Custom fabricated non -rated steel doors, transoms and frames.
1.3 RELATED WORK
A. Section 04200 - Unit Masonry: Masonry mortar fill of metal frames.
B. Section 08710 - Hardware.
C. Section 08800 - Glazing.
D. Section 09900 - Painting: Field painting of doors and frames.
1.4 REFERENCES
A. Architectural and Transportation Barriers Compliance Board - 36 CFR Part 1191. _
B. ANSI/SDI-100- Recommended Specifications for Standard Steel Doors & Frames.
C. ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) by the Hot Dip Process, General
Requirements.
D. SDI-107 - Hardware on Steel Doors (Reinforcement --Application).
E. SDI-113 - Test Procedure and Acceptance Criteria for Apparent Thermal Performance for
Steel Door and Frame Assemblies.
F. SDI-114 - Test Procedure and Acceptance Criteria for Acoustical Performance for Steel -
Door and Frame Assemblies.
G. sdi-116 - Standard Test Procedure and Acceptance Criteria for Rate of Air Flow Through
Closed Steel Door and Frame Assemblies.
1.5 QUALITY ASSURANCE
A. REGULATORY REQUIREMENTS
1. Conform to requirements of 36 CFR Part 1191.
B. MANUFACTURER _
1. Company specializing in manufacturing the Products specified with minimum three
years experience.
1.6 SUBMITTALS
A. Shop Drawings and Product Data
1. Indicate each type door and frame elevation, reinforcements, hardware locations,
metal types and gauges, and finish. Use same numbering system as indicated on
drawings.
2. Indicate frame configuration, anchor spacings, anchor types.
8781-97 08110 - 1
r
3. Indicate door head and sill closure method, and cut outs for glazing.
4. Indicate transom and mullion details.
5. Manufacturer's standard printed installation instructions.
B. Certificates
1. Manufacturer's Certificate certifying that Products meet or exceed specified
requirements.
1.7 DELIVERY, STORAGE, AND PROTECTION
A. Provide frames with manufacturer's standard sill spreader bar for all welded units.
B. Protect doors and frames with manufacturer's standard resilient packaging.
! C. Break seal on -site to permit ventilation.
1.8 WARRANTY
A. Provide five year manufacturer's warranty.
PART 2 PRODUCTS
2.1 MATERIALS
A. Doors and Transoms
1. Exterior: 16 gage stretcher level steel conforming to ASTM A525, G60.
B. Frames
1. Exterior: 14 gage steel conforming to ASTM A525, G60.
C. Protective Coatings
1. Bituminous Coating: Fibered asphalt emulsion.
2. Primer: Zinc chromate type.
D. Accessories
1. Jamb Anchors
a. Masonry Construction: 'T'-strap type, corrugated and galvanized.
2. Silencers: Resilient rubber.
3. Glazing Bars: Rolled steel, square profile as detailed.
2.2 FABRICATION
A. General
1.
Fabricate doors and frames to sizes and profiles indicated and in conformance with,
except as otherwise specified, SDI-100, 113 and SDI-116 for non -rated assemblies.
2.
Fabricate frames and doors with hardware reinforcement plates welded in place.
Provide mortar guard boxes.
3.
Grind all welds smooth, fill all voids with body putty and sand smooth. Welds and
joints shall not be visible.
B. Doors
1.
Exterior doors: Grade II, Model 2.
i .
2.
Close top edge of exterior door with inverted steel channel closure. Seal joints
watertight.
3.
Close bottom edge of doors with inverted steel channel closure.
'
4.
Core Construction, Exterior Doors
a. Type c: Core permanently bonded to face sheets with manufacturer's standard
adhesive.
8781-97
08110 - 2
b. U-valve through door: Maximum 0.15.
C. Frames
1. Fabricate and assemble as complete welded unit.
2. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly
into frame head, flush with top.
3. Prepare frame for silencers. Provide for three single silencers on strike side of single
doors and two single silencers on frame head at double doors without mullions.
4. Provide minimum 14 gage steel floor angle clips welded to each jamb.
D. Transoms
1. Fabricate to same thickness and construction as door.
2. Weld to frame and seal all joints watertight.
2.3 FINISH —
A. Primer: Baked on.
B. Finish: As Specified in SECTION - 09900. -�
C. Coat inside of frame profile with bituminous coating to a thickness of 1/16 inch where in
direct contact with mortar or concrete.
PART 3 EXECUTION
3.1 INSTALLATION
A. General
1. Install frames in accordance with SDI-105. _
2. Coordinate with masonry wall construction for anchor placement.
3. Coordinate installation of glass and glazing.
4. Install field applied hardware in accordance with SDI-107.
3.2 TOLERANCES
A. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, comer to comer.
3.3 ADJUSTING AND CLEANING
A. Adjust for smooth and balanced door movement.
END OF SECTION
8781-97 08110 - 3
r
7
SECTION 08512
SHEET STEEL WINDOWS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Rolled formed sheet steel windows with fixed sash.
B. Site glazed.
C. Perimeter sealant.
1.2 RELATED SECTIONS
A. Section 07920 - Caulking and Sealants: Perimeter sealant and back-up materials.
B. Section 08800 - Glazing
1.3 REFERENCES
A. ASTM A336 - Steel Sheet, Carbon, Cold -Rolled, Commercial Quality.
B. ASTM A386 - Zinc Coating (Hot Dip) on Assembled Steel Products.
C. ASTM E283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls, and
Doors.
D. ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors
by Uniform Static Air Pressure Difference.
E. ASTM E331- Test Method for Water Penetration of Exterior Windows, Curtain Walls,
and Doors by Uniform Static Air Pressure Difference.
F. ASTM A525 - General Requirements for Steel Sheet, Zinc Coated (Galvanized) by the
Hot Dip Process.
G. SSPC - Steel Structures Painting Manual
1.4 SYSTEM DESCRIPTION
A. Windows: formed sheet steel sections, shop fabricated, factory primed, vision glass,
related flashings, anchorage and attachment devices.
B. Sash Configuration: Fixed, non -operable lights.
a
1.5 PERFORMANCE REQUIREMENTS
A. Design and size components to withstand dead and live loads caused by positive and
negative wind pressure acting normal to plane of wall as calculated in accordance with
UBC code.
B. Limit member deflection to flexure limit of glass; with full recovery of glazing
materials.
C. Vapor Sea] with Interior Atmospheric Pressure of 1 inch sp, 72 degrees F (22 degrees
C), 40 Percent RH: No failure.
r
L.
r. 8781-97 08512 -1
1.6 SUBMITTALS
A. Submit under provisions of Section 01340.
B. Shop Drawings: Indicate opening dimensions, framed opening tolerances, affected
related work; installation requirements.
C. Product Data: Provide component dimensions, anchorage and fasteners, and glass.
D. Manufacturer's Certificate: Certify that Products meet or exceed specified
requirements .
1.7 QUALIFICATIONS
A. Manufacturer and Installer: Company specializing in manufacturing residential
commercial windows with minimum three years documented experience.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site under provisions of Section 01600.
B. Protect pre -finished surfaces with wrapping stripable coating. Do not use adhesive
papers or sprayed coatings which bond when exposed to sunlight or weather.
1.9 ENVIRONMENTAL REQUIREMENTS
A. Do not install sealants when ambient temperature is less than 40 degrees F (5 degrees
C).
B. Maintain this minimum temperature during and after installation of sealants.
1.10 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on shop drawings.
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A. William Bayley Company, Series S400.
B. Substitutions: Under provisions of Section 01600.
2.2 MATERIALS
A. Metal: ASTM A366; with 1.25 oz/sq ft (380 g/sq m) zinc coating in accordance with
ASTM A525.
B. Steel Sections: Rolled and shaped to suit mullion sections.
C. Fasteners: Galvanized steel.
D. Shop and Touch -Up Primer for Steel Components: SSPC 15, Type 1, red oxide.
E. Touch -Up Primer for Galvanized Steel Surfaces: SSPC 20, zinc rich type.
2.3 COMPONENTS
A. Subframes: 6-3/4 inch wide x 2 inch deep profile, 12 ga.; applied glass stops of screw
fastened type.
8781-97 08512 - 2 —
7
7
B. Reinforced Mullion: 6 3/4 inch wide x 2 inch deep profile, 12 ga., of roll formed steel
with integral reinforcement of shaped steel structural section.
C. Sills: 6-3/4 inch wide, 12 ga., formed steel: sloped for positive wash; fit under sash,
one piece full width, jambs to terminate sill ends.
2.4 SEALANT MATERIALS
A. Sealant and Backing Materials: As specified in Section 07900.
2.5 FABRICATION
A. Fabricate components with minimum clearances and shim spacing around perimeter of
assembly, yet enabling installation and dynamic movement of perimeter seal.
B. Accurately fit and secure joints and comers. Make joints flush and hairline.
C. Prepare components to receive anchor devices. Fabricate anchors.
D. Arrange fasteners to conceal from view.
E. Provide internal reinforcement in mullions with galvanized primed steel members to
maintain rigidity.
F. Permit internal drainage weep holes and channels to migrate! moisture to exterior.
Provide internal drainage of glazing spaces to exterior through weep holes.
2.6 FINISHES
A. Factory primed and finished with baked -on polyester enamel.
B. Exterior Surfaces: color as selected.
C. Interior Surfaces: color as selected.
D. Concealed Steel Items: Galvanized in accordance with ASTM A386 to 2.0 oz/sq ft.
E. Apply one coat of bituminous paint to concealed aluminum and steel surfaces in contact
with cementitious or dissimilar materials.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify site opening conditions under provisions of Section 01039.
B. Verify wall openings and adjoining air and vapor seal materials are ready to receive
work of this Section.
3.2 INSTALLATION
A. Install window frames and glass and glazing in accordance with manufacturers
instructions.
B. Attach window frame and shims to perimeter opening to accommodate construction
tolerances and other irregularities.
C. Align window plumb and level, free of warp or twist. Maintain dimensional
tolerances, aligning with adjacent work.
D. Install sill and sill end angles.
E. Provide thermal isolation where components penetrate or disrupt building insulation.
Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity
of thermal barrier.
�- 8781-97 08512 - 3
l
F. Coordinate attachment and seal of perimeter air and vapor barrier materials.
G. Install glass and infill panels in accordance with Section 08800, to glazing method
required to achieve performance criteria.
3.3 TOLERANCES
A. Maximum Variation from Level or Plumb: 0.06 inches every 3 ft non -cumulative or
1/16 inches per 10 ft, whichever is less.
3.4 ADJUSTING
A. Adjust work under provisions of Section 01700.
B. Adjust hardware for smooth operation.
3.5 CLEANING
A. Clean work under provisions of 01700.
B. Remove protective material from finished surfaces.
C. Wash down surfaces with a solution of mild detergent in warm water, applied with soft,
clean wiping cloths. Take care to remove dirt from comers. Wipe surfaces clean.
D. Remove excess sealant by moderate use of mineral spirits or other solvent acceptable
to sealant manufacturer.
END OF SECTION
8781-97 08512 - 4
SECTION 08700
V: Fj 1Z11.i/:` 114 �1
PART GENERAL
1.1 RELATED DOCUMENTS
A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions
and Division 1 - General Requirements apply to the work of this Section.
1.2 WORK INCLUDED
A. All finish hardware necessary for completion of project, and as specified herein.
1.3 RELATED WORK
A. Section 08110 - Steel Doors and Frames
1.4 QUALITY ASSURANCE
A. Manufacturers Qualifications
1. Companies specializing in manufacturing door hardware with minimum three years
experience.
1.5 REFERENCES
A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
1. ANSI A117 Building and Facilities - Providing Accessibility and Usability for
Physically Handicapped People.
2. ANSI A156.1 Butts and Hinges.
3. ANSI A156.2 Bored and Preassembled Locks and Latches.
4. ANSI A156.3 Exit Devices.
5. ANSI A156.4 Door Controls - Closers.
6. ANSI A156.5 Auxiliary Locks & Associated Products.
7. ANSI A156.6 Architectural Door Trim.
8. ANSI A156.7 Template Hinge Dimensions.
9. ANSI A156.13 Mortise Locks & Latches.
10. ANSI A156.16 Auxiliary Hardware.
11. ANSI A156.18 Materials and Finishes.
12. ANSI A156.21 Thresholds
B. BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)
1. BHMA-01 Directory of Certified Locks & Latches.
2. BHMA-02 Directory of Certified Door Closers.
C. CODE OF FEDERAL REGULATIONS (CFR)
1. 36CFR Part 1191 - Americans With Disabilities Act (ADA)
D. DOOR AND HARDWARE INSTITUTE (DHI)
1. DHI-02 Installation Guide for Doors and Hardware.
2. DHI-03 Keying Systems and Nomenclature.
r., 8781-97 08700 -'1
d
I DHI-04 Recommended Locations for Builders' Hardware for Custom Steel Door
and Frames.
4. DIE-05 Recommended Locations for Builders' Hardware for Standard Steel Doors
and Frames.
E. STEEL DOOR INSTITUTE
1. SDI-107 Hardware on Steel Doors (Reinforcement and Application).
1.6 SUBMITTALS
A. Product Data
1. Provide product data on specified hardware.
2. Submit manufacturer's parts lists, templates, and installation instructions.
3. Submit operation and maintenance data including data on operating hardware,
lubrication requirements, and inspection procedures related to preventative
maintenance.
B. Hardware Schedule
1. Include for each item: quantities; manufacturer's name and catalog numbers; sizes;
detail information or catalog cuts; finishes; door and frame size and materials; location
and hardware set identification cross-referenced to drawings; lock trim material
thicknesses; lock trim material evaluation test results; corresponding ANSI or BHMA
standard type number or function number from manufacturer's catalog if not covered
by ANSI or BHMA; and list of abbreviations.
2. Indicate locations and mounting heights of each type of hardware.
3. Indicate lock side of single cylinder doors.
C. Keying Schedule
1. Develop in accordance with DHI-03.
2. Obtain keying system approval before delivering hardware to project.
D. Certificates of Compliance
1. Submit certificates of compliance attesting that hardware items conform to the NFPA,
CFR and ANSI or BHMA standards specified. In lieu of certificates, submit statement
that proposed hardware items appear in current BHMA-01 and BHMA-02 directories
of certified products.
E. Spare Parts Data
1. Not later than 1 month prior to date of substantial completion, furnish spare parts data
for locksets, exit devices, closers, electronic locking devices and electro-magnetic
closer holder release devices.
2. Include a complete list of parts and supplies, with current unit prices and source of
supply.
F. Maintenance Instructions
1. Furnish 6 complete copies of maintenance instructions listing routine maintenance
procedures, possible breakdowns and repairs, and trouble shooting guides.
1.7 DELIVERY, STORAGE AND HANDLING
A. Deliver, store and handle hardware to site in accordance with provisions of Section 01600.
B. Individually package each article of hardware in manufacturer's standard commercial carton
or container, and properly mark or label to be readily identifiable with approved hardware
schedule.
C. Tag or otherwise identify each change key with door for which its cylinder is intended.
D. Included appropriate instructions with lock and on hardware schedule where double cylinder
functions are used or where it is not obvious which is key side of a door.
8781-97 08700 - 2
7
roll
1.8 COORDINATION
r` A. Coordinate requirements for hardware to be mounted on metal doors or metal frames
between hardware manufacturer and door or frame manufacturer to establish location,
reinforcement required, size of holes, and similar details.
r"
{ 1.9 WARRANTY
r A. Provide five year warranty for door closers.
�.
PART 2
PRODUCTS
F
`
2.1
ACCEPTABLE MANUFACTURERS
r
j
A. Hinges
r
1. Select Products Limited.
B. Exit Devices
r`
1. Sargent.
E
C. Closers
1. Sargent.
D. Gasketing/Threshholds
i
1. Pemko Manufacturing Co.
E. Protection Plates
1. Trimco.
F. Door Silencers
1. Builders Brass Works (BBW).
r-
2. Triangle Brass Manufacturing Co.
t
3. H.B. Ives, Harrow Co.
2.2
KEYING
A. Key locks in sets or subsets.
B. Furnish locks with the manufacturer's standard construction key system.
t
C. Send keys directly from lock manufacturer to Owner by registered mail or other approved
+'
means.
D. Key locks to existing Sargent restricted keyway system, removable core.
E. Supply keys in following quantities:
'
1. 6 keys for each lock
2. 1 master key
3. 6 construction keys
4. 2 control keys and 5 extra cylinder cores
5. Blank keys: 5 total
PART 3
EXECUTION
r
3.1
INSPECTION
A. Verify that doors and frames are ready to receive work and dimensions are as indicated on
f
shop drawings.
r
8781-97
08700 - 3
B. Beginning of installation means acceptance of existing conditions.
3.2 INSTALLATION
A.
General
1.
Locate in accordance with DHI 04 and DHI 05 recommended Locations for Builders'
Hardware for Standard Steel Doors and Frames and DHI Recommended Locations for
Builders' Hardware for Custom Steel Doors and Frames.
2.
Install in accordance with DHI-02.
3.
When approved, slight variations in locations or dimensions will be permitted.
4.
Attach door control devices for exterior doors such as closers and holders to doors
with thru bolts such as sex bolts and nuts.
5.
Conform to 36CFR Part 1191 for positioning requirements for handicapped.
B.
Door -Closing Device
1.
Install and adjust in accordance with templates and printed instructions supplied by
manufacturer.
2.
Insofar as practicable, mount closer on room side of door for doors opening to or from
halls and corridors.
C.
Kick Plates
1.
Install kick plates on push side of single -acting doors.
D.
Thresholds
1.
Install in a bed of sealant with stainless steel screws and expansion shields.
2.
Minimum screw size: #10, length dependent on job conditions.
E.
Weatherseals
1.
Locate as indicated, snug to door face and fastened in place with color matched metal
screws after door and frames have been finish painted.
2.
Install to exclude light and air flow when door is in closed position.
3.
Screw spacing: as recommended by manufacturer.
3.3 HARDWARE SCHEDULE
Pair of doors type A
Doors to have:
2 Cont. Hinges
2 Exit Devices
2 Closers
2 Kickplates
1 Threshold
2 Door Sweeps
2 W/stripping
Single Door Type B
Door to have:
1 Cont. Hinge
1 Exit Device
HEADING #1
SL-24 HD BRZ TEK
16-8810, US 10
EB 350-PSHx125V
16" x 2" LDW x US10
276 B
18062 GP
45062 GP
HEADING #2
SL-24 HD BRZ TEK
63-16-8804 STS, US10
Select
Sargent
Sargent
Trimco
Pemko
Pemko
Pemko
Select
Sargent
8781-97 08700 - 4
I Closer
EB 350-PSHx125V
1 Kickplate
16" x 2" LDW, US 10
1 Threshold
276 B
1 Door Sweep
18062 GP
1 W/stripping
45062 GP
END OF SECTION
Sargent
Trimco
Pemko
Pemko
Pemko
8781-97 08700 - 5
GLAZING
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 the work of this Section.
1.2 SECTION INCLUDES
A. Glass glazing for Sections referencing this Section for products and installation.
1.3 RELATED SECTIONS
A. Section 08110 -Steel Doors and Frames: Glazed doors.
B. Section 08512 - Sheet Steel Windows
1.4 REFERENCES
A. ANSI/ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and
Doors by Uniform Static Air Pressure Difference.
B. ASTM C 1048-90 - Heat -Treated Flat Glass.
C. FGMA - Glazing Manual.
D. FGMA - Sealant Manual.
E. FS TT-C-00598 - Caulking Compound, Oil and Resin Base Type.
F. FS TT-S-001657 - Sealing Compound, Single Component, Butyl Rubber Based, Solvent
Release Type.
G. FS TT-S-00227 - Sealing Compound, Rubber Base, Two Component.
H. FS TT-S-00230 - Sealing Compounds, Synthetic -Rubber Base, Single Component,
Chemically Curing.
I. FS TT-S-01543 - Sealing Compound, Silicone Rubber Base.
1.5 PERFORMANCE REQUIREMENTS
A. Provide continuity of building enclosure vapor and air barrier:
1. In conjunction with materials described in Section 07900.
2. Maintain continuous air and vapor barrier throughout glazed assembly from glass pane
to heel bead of glazing sealant.
B. Size glass to withstand dead loads and positive and negative live loads acting normal to
plane of glass as calculated in accordance with ASCE 7-88 code to a design pressure of 20
lb/sq ft as measured in accordance with ANSI/ASTM E330.
C. Limit glass deflection to 1/200 flexure limit of glass with full recovery of glazing materials,
whichever is less.
1.6 SUBMITTALS
A. Product Data
8781-97 08800 -1
r
i
1. Glass:
a. Provide structural, physical and environmental characteristics, size limitations,
special handling or installation requirements.
2. Glazing Compounds: Provide chemical, functional, and environmental characteristics,
limitations, special application requirements.
B. Manufacturer's Installation Instructions: Indicate special precautions required.
C. Samples:
1. Submit four samples, 6 x 6 inch in size, illustrating glass units, coloration and design.
Mark each sample to match glazing legend.
2. Submit 3 inch long bead of glazing sealant, color as scheduled.
r 1.7 QUALITY ASSURANCE
t
A. Perform Work in accordance with FGMA Glazing Manual, and FGMA Sealant Manual for
r glazing installation methods.
1.8 ENVIRONMENTAL REQUIREMENTS
4 A. Do not install glazing when ambient temperature is less than 50 degrees F.
I B. Maintain minimum ambient temperature before, during and 24 hours after installation of
glazing compounds.
1.9 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on Drawings.
1.10 COORDINATION
A. Coordinate the Work with glazing frames, wall openings, and perimeter air and vapor seal
to adjacent Work.
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A. Flat Glass Materials
1.
Libbey-Owens-Ford Co.
2.
PPG Industries, Inc.
3.
Spectrum Glass Products, Inc.
B. Glazing Compounds
1.
Dow Corning Corp.
2.
GE Silicones.
3.
Norton Co.
4.
Pecos Corp.
5.
Tremco Mfg. Co.
6.
VIP Enterprises, Inc.
C. Substitutions: Under provisions of Section 01600.
r- 8781-97 08800 - 2
I
2.2 MATERIALS
A. Glazing G1
1. Wired Glass: ASTM C1036, Type H - Wired Glass, Flat; Class 1 - Clear; Form 1;
Quality q8 glazing; Mesh; V thickness.
B. Glazing G2
1. Uncoated, Clear Heat -Treated Float Glass: ASTM C1048, Condition A uncoated
surfaces, Type I Transparent Glass, Flat; Class l Clear; Quality q3, Kind FT -
Glazing select; 'A" thickness.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that openings for glazing are correctly sized and within tolerance.
B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions, and
ready to receive glazing.
3.2 PREPARATION
A. Clean contact surfaces with solvent and wipe dry.
B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.
C. Prime surfaces scheduled to receive sealant.
3.3 INSTALLATION
A. Exterior Glazing: Method as appropriate for framing system furnished. —'
3.4 QUALITY CONTROL
A. Inspection will monitor quality of glazing.
3.5 CLEANING A. Remove glazing materials from finish surfaces.
B. Remove labels after work is complete. _
C. Clean glass.
3.6 PROTECTION OF FINISHED WORK
A. After installation, mark pane with an 'X' by using removable plastic tape or paste.
END OF SECTION
8781-97 08800 - 3
r4+
SECTION 09900
':1
PART GENERAL
1.1 RELATED DOCUMENTS
A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions
and Division 1 - General Requirements apply to the work of this Section.
r 1.2 WORK INCLUDED
A. Surface preparation.
B. Surface finish schedule.
1.3 REFERENCES
A. ANSI/ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related
Products.
B. ASTM D2016 - Test Method for Moisture Content of Wood.
1.4 DEFINITIONS
A. Conform to ANSI/ASTM D16 for interpretation of terms used in this Section.
1.5 QUALITY ASSURANCE
A. Product Manufacturer: Company specializing in manufacturing quality paint and finish
products with five years experience.
B. Applicator: Company specializing in commercial painting and finishing with five years
documented experience.
C. Regulatory Requirements: Conform to applicable code for flame/fuel/ smoke rating
requirements for finishes.
1.6 SUBMITTALS
A. Shop Drawings and Product Data
1. Provide product data on all finishing products.
2. Submit manufacturer's standard printed application instructions.
B. Samples
1. Submit two samples 6 x 6 inch in size illustrating range of colors and textures
available for each surface finishing product scheduled, for selection.
C. Field Samples
1. Provide field sample panel, 36 inches long by 36 inches wide, illustrating special
coating color, and finish.
2. Locate where directed.
3. Accepted sample may remain as part of the Work.
�• 8781-97 09900 - 1
i.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labelled containers; inspect to verify acceptance.
B. Container labelling to include manufacturer's name, type of paint, brand name, brand code,
coverage, surface preparation, drying time, cleanup, color designation, and instructions for
mixing and reducing.
C. Store paint materials at minimum ambient temperature of 45 degrees F. and a maximum of
90 degrees F., in well ventilated area, unless required otherwise by manufacturer's
instructions.
D. Take precautionary measures to prevent fire hazards and spontaneous combustion.
1.8 ENVIRONMENTAL REQUIREMENTS
A. Provide continuous ventilation and heating facilities to maintain surface and ambient
temperatures above 45 degrees F. for 24 hours before, during, and 48 hours after _
application of finishes, unless required otherwise by manufacturer's instructions.
B. Do not apply exterior coatings during rain or snow, or when relative humidity is above 50
percent, unless required otherwise by manufacturer's instructions.
C. Minimum Application Temperatures for Latex Paints: 45 degrees F. for interiors; 50
degrees F. for exterior; unless required otherwise by manufacturer's instructions.
D. Minimum Application Temperature for Varnish and Synthetic Finishes: 65 degrees F. for
interior or exterior, unless required otherwise by manufacturer's instructions.
E. Provide lighting level of 80 ft candles measured mid -height at substrate surface.
1.9 EXTRA STOCK
A. Provide a one gallon container of each color to Owner at location designated.
B. Label each container with color and room locations, in addition to the manufacturer's label.
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A. Glidden Coatings and Resins Co., Cleveland, OH.
B. Kelly -Moore Paint Co., Inc., San Carlos, CA.
C. PPG Industries, Inc., Pittsburgh, PA.
D. Substitutions: In accordance with Section 01600.
2.2 MATERIALS
A. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft paste
consistency, capable of being readily and uniformly dispersed to a homogeneous coating.
B. Coatings: Good flow and brushing properties; capable of drying or curing free of streaks
or sags.
C. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not
specifically indicated but required to achieve the finishes specified, of commercial quality.
2.3 FINISHES
A. Refer to schedule at end of Section for surface finish schedule.
8781-97 09900 - 2
r�
B. The schedule is based on the products of Glidden Coatings and Resins Co. as follows:
r- No. Product Name
1. 455OX Industrial Enamel Alkyd -Gloss
2. 5229 All Purpose Metal Primer Alkyd
C. Dry mill film thickness (DMFT) indicated is minimum acceptable.
r•. D. Color to be as selected by Owner.
PART 3 EXECUTION
3.1 INSPECTION
A. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Report any
condition that may potentially affect proper application.
C. Beginning of installation means acceptance of existing surfaces.
3.2 PREPARATION
A. Correct minor defects and clean surfaces which affect work of this Section.
B. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate
r and bleach. Rinse with clean water and allow surface to dry.
I C. Galvanized Surfaces: Remove surface contamination and oils and wash with solvent.
Apply coat of etching primer.
r- D. Uncoated Steel and Iron Surfaces: Remove grease, scale, dirt, and rust. Where heavy
( coatings of scale are evident, remove by wire brushing or sandblasting; clean by washing
with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts,
and nuts are similarly cleaned. Spot prime paint after repairs.
E. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather
edges to make touch-up patches inconspicuous. Clean surfaces with solvent.Prime bare
r, steel surfaces.
f F. Metal Doors Scheduled for Painting: Seal top and bottom edges with primer.
3.3 PROTECTION
A. Protect elements surrounding the work of this Section from damage or disfiguration.
B. Repair damage to other surfaces caused by work of this Section.
C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from
disfiguring other surfaces.
D. Remove empty paint containers from site.
3.4 APPLICATION
rA. Paint 1. Apply products in accordance with manufacturer's instructions.
2. Do not apply finishes to surfaces that are not dry.
�. 3. Apply each coat to uniform finish.
7 8781-97 09900 - 3
4. Apply each coat of paint slightly darker than preceding coat unless otherwise
approved.
5. Sand lightly between coats to achieve required finish.
6. Allow applied coat to dry before next coat is applied.
3.5 CLEANING
A. As Work proceeds, promptly remove paint where spilled, splashed, or spattered.
B. During progress of Work maintain premises free of unnecessary accumulation of tools,
equipment, surplus materials, and debris.
C. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in
closed metal containers and remove daily from site.
3.6 SCHEDULE
A. Doors, Jambs, Transom Panels, Window Frames Mullions, Handrails
1st Coat 2nd Coat 3rd Coat
Surface (DMFT) (DMFT) DMF
Galvanized Metals 5229 (1.5) 4550X (2.0) 4550X (2.0)
END OF SECTION
8781-97 09900 - 4