HomeMy WebLinkAboutResolution - 3734 - Contract - Danny Klein Construction - LP&L Substation Renovations - 10_10_1991Resolution No. 3734
October 10, 1991
Item #33
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RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock a Contract by and
between the City of Lubbock and Danny Klein Construction Company for LP&L Sub -
Station renovations, attached herewith, which 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 loth day of October , 1991.
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ATTEST:
:;a;n tte oy ,
APPROVED
ry
TO CONTEN
rc as ng Manager
APPROVED AS TO FORM:
. Shotts, Jr., Assent ma
CITY OF LUBBOCK
SPECIFICATIONS
FOR
LP&L SUBSTATION RENOVATIONS
BID # 11568
CITY OF LUBBOCK
Lubbock, Texas,s
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CITY OF LUBBOCK
SPECIFICATIONS
for
TITLE: LPBL SUB -STATION RENOVATIONS
ADDRESS: MUNICIPAL HILL
BID NUMBER: 11568
PROJECT NUMBER: 2115-554101-9633
CONTRACT PREPARED BY: Purchasing Department
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INDEX
PAGE
1.
NOTICE TO BIDDERS..........................................................................................3
2.
GENERAL INSTRUCTIONS TO BIDDERS............................................................................5
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BID PROPOSAL - BID FOR LUMP SUM CONTRACTS.................................................................10
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4.
PAYMENT BOND..............................................................................................14
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5.
PERFORMANCE BOND..........................................................................................17
6.
CERTIFICATE OF INSURANCE............
7.
CONTRACT..................................................................................................22
S.
GENERAL CONDITIONS OF THE AGREEMENT.......................................................................24
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9.
CURRENT WAGE DETERMINATIONS...............................................................................42
10.
SPECIFICATIONS............................................................................................43
11.
SPECIAL CONDITIONS........................................................................................44
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12.
NOTICE OF ACCEPTANCE.................................................................................:....45
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NOTICE TO BIDDERS
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NOTICE TO BIDDERS
BID # 11568
Sealed proposals addressed to Gene Eads, C.P.M., Purchasing Manager, City of Lubbock, Texas, will be
received at the office of the Purchasing Manager, 1625 13th St., Room L-04, Lubbock, Texas, 79401, until
2:00 olclock p.m. on the 25th day of September. 1991. 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:
LP&L SUB -STATION RENOVATIONS
After the expiration of the time and date above first written, said sealed proposals will be opened
by the Purchasing Manager at his office and publicly read aloud.
It is the sole responsibility of the bidder to insure that his bid is actually in the office of Gene
Eads, 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 10th day of October. 1991, at Municipal Bldg.,
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
and payment band in accordance with Article 5160, Vernonls Am. Civil St., in the amount of 100% of the
total contract price in the event that said contract price exceeds $25,000.00. Said statutory bonds should
be issued by a company carrying a current filsl Rating of B or superior, as the rating of the bond company is
a factor that will be considered in determination of the lowest r sponsible bidder. If the contract price
does not exceed $25,000.00 the said statutory bonds will not be required.
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 proposal 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.
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
AL such factors have been thoroughly investigated and considered in the preparation of the bid submitted.
The plans, specifications, proposal forms and contract documents may be examined at the office of
the Purchasing Manager for the City of Lubbock, Texas.
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 bidders attention is
further directed to provision of Article 5159a, Vernon's Am. 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.
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The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant
to this advertisement, minority and women business enterprises will be afforded equal opportunities to
submit bids in response to this invitation and will not be discriminated against on the grounds of race,
color, sex, or national origin in consideration for an award.
There will be a pre -bid conference on 17th day of September. 1991, at 10:00 o'clock a.m., Personnel
Conference Room #108, Municipal Building, 1625 13th Street.
CITY OF LUBBOCK
BY: Gene Eads, C.P: .
Purchasing Manager
ADVERTISEMENT FOR BIDS
BID # 11568
Sealed proposals addressed to Gene Eads, C.P.M., Purchasing Manager, City of Lubbock, Texas, will be
received at the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Roam L-04, Lubbock,
Texas, 79401 until 2:00 o'clock p.m. on the 25th day of September. 1991, 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:
LPBL SUBSTATION RENOVATIONS
After the expiration of the time and date above first written, said sealed proposals will be opened
by the Purchasing Manager at his office and publicly read aloud.
The plans, specifications, proposal forms and contract documents may be examined at the office of
the Purchasing Manager for the City of Lubbock, Texas.
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, Texas. Each bidder's attention is further directed to the provisions of Article 5159a, Vernon's
Arm. Civil St., and the requirements contained therein concerning such wage scales and payment by the
contractor of the prevailing rates of wages as heretofore established by the City of Lubbock.
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant
to this advertisement, minority and women business enterprises will be afforded equal opportunities to
submit bids in response to this invitation and will not be discriminated against on the grounds of race,
color, sex, or national origin in consideration for an award.
/ There will be a prebid conference onlith day of September, 1991, at 10:00 o'clock a.m., Personnel
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Conference Room 108, Municipal Building, 1625 13th Street.
1BY:Ge
nEads, C. .M.
PURCHASING MANAGER
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GENERAL INSTRUCTIONS TO BIDDERS
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GENERAL INSTRUCTIONS TO BIDDERS
1. SCOPE OF WORK
The work to be done under the contract documents shall consist of the following:
Renovations to the Lubbock Power & Light Substation building.
The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to
complete this project in accordance with contract documents.
2. CONTRACT DOCUMENTS
All work covered by this contract shall be done in accordance with contract documents described in the Gen-
eral 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
r 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. TIME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed within 90 (NINETY) calendar days
from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder.
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 sub-
mitted, the City may direct the Contractor to take such action as the City deems necessary to insure comple-
tion of the project within the time specified.
5. PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of
the contract documents.
6. 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.
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7. 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 pro-
tecting 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 provi-
sion. 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.
8. GUARANTEES
All equipment and materials incorporated in the project and all construction shall be guaranteed against de-
fective 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).
4. 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 di-
rectly to the Contractor. The Contractor shall then distribute copies of plans and specifications to sup-
pliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Con-
tractor.
10. PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all materi-
als, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construc-
tion, 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 re-
serves 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 proposed contract and all work in progress with bond amounts and percentage completed.
(b) A sworn statement of the current financial condition of the bidder.
W Equipment schedule.
11. 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 ma-
terials to be incorporated into the work without paying the tax at the time of purchase.
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12. 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 construc-
tion of the project contemplated by these contract documents. The City of Lubbock agrees that it will fur-
nish Contractor the location of all such underground lines and utilities of which it has knowledge. How-
ever, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such under-
ground 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.
13. BARRICADES AND SAFETY MEASURES
The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger sig-
nals, and shall take such other precautionary measures for the protection of persons, property and the work
as may be necessary.
The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and
Lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and re-
placed by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barri-
cades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of
acceptance of the project.
14. EXPLOSIVES
The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor
k 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 Mast,
ing. 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.
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.
15. CONTRACTOR'S REPRESENTATIVE
The successful bidder shall be required to have a responsible local representative available at all times
while the work is in progress under this contract. The successful bidder shall be required to furnish the
name, address and telephone number where such local representative may be reached during the time that the
work contemplated by this contract is in progress.
16. INSURANCE
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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
f" 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 subroga-
tion.
The insurance certificates furnished shall name the City as an additional insured and shall further state
that all subcontractors are named as additional insureds, 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.
17. 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 there-
under. The inclusion of the schedule of general prevailing rate of per diem wages in these contract docu-
ments does not release the Contractor from compliance with any wage law that may be applicable. Construc-
tion 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.
18. 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, sworn, legible copy of such payroll. This shall contain the name
of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The
affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deduc-
tions (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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The Contractor shall forfeit as a penalty to the City of Lubbock on Whose behalf this contract is made, ten
dollars for each taborer, 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.
19. PROVISIONS CONCERNING ESCALATOR CLAUSES
Proposals submitted containing any conditions which provide for changes in the stated bid price due to in-
creases or decreases in the cost of materials, labor or other items required for the project will be re-
jected and returned to the bidder without being considered.
20. PREPARATION FOR PROPOSAL
The bidder shall submit his proposal 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 proposes
to do the work contemplated or furnish the materials required. Such prices shall be written in ink, dis-
tinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the
price written in figures, the price written in words shall govern. If the proposal is submitted by an indi-
vidual, his name must be signed by him or his duly authorized agent. If a proposal is submitted by a firm,
association, or partnership, the name and address of each member must be given and the proposal signed by a
member of the firm, association or partnership, or person duly authorized. If the proposal is submitted by
a company or corporation, the company or corporate name and business address must be given, and the proposal
signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign
proposals must be properly certified and must be in writing and submitted with the. proposal. The proposal
shall be executed in ink.
Each proposal 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) Bidders name
(b) Proposal for (description of the project).
Bid proposals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids,
but no proposal may be withdrawn or altered thereafter.
21. BOUND COPY OF CONTRACT DOCUMENTS
Bidder understands and agrees that the contract to be executed by bidder shalt be bound and include the fol-
towing:
(a) Notice to Bidders.
(b) General Instructions to Bidders.
(c) Bidder's Proposal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
(j) 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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BID PROPOSAL
BID FOR LUMP SUM CONTRACTS
PLACE Lubbock
DATE 9-25-91
PROJECT No. 2115-554101-9633
Proposal of Danny Klein Construction (hereinafter called Bidder)
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction of a LP&L Substation Renovations
having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other re-
lated contract documents and the site of the proposed work, and being familiar with all of the conditions surround-
ing the construction of the proposed project including the availability of materials and labor, hereby proposes to
[ furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifica-
tions 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, of which this proposal is to be
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p a part, is as follows:
BID:Fourteen Thousand Eight Hundred Ninety-seven & no/100(s 14,897.00 )
**Exclude Section 07514- 1.12-B
Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern.)
Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a
written "Notice to Proceed" of the Owner and to fully complete the project within 90 (NINETY) consecutive calendar
days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to
pay to owner as liquidated damages the sum of $100.00 (One 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 proposal shall be completed and submitted in accordance with in-
struction number 20 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
L the bidding.
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 on which he has bid; as provided in the contract documents.
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Enclosed with this proposal is a Cashier's Check or Certified Check for
Dollars (S ) or a Proposal Bond in the sum of 5% of GAB Dollars (S )
which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal
accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bor
(if any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of sai
proposal; 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 cor
tract documents made available to him for his inspection in accordance with the Notice to Bidders.
Danny Klein Construction:
ContracII—K
BY. Day lein
(Seal if Bidder is a Corporation)
ATTEST:
Secretary
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LIST OF SUBCONTRACTORS
This form shall be completed and submitted with the Bidder's Proposal.
Minority Owned
Yes No
1. Triple G Masonry X
2. Texas Roofing X
3. Duran & Son Painting X
4.
5.
6.
7.
S.
9.
10.
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Bid Bond
SURETY DEPARTMENT
KNOW ALL MEN BY THESE PRESENTS,
tuy
mfaai THE HARTFORD
BOND NO.
That weDanny Klein Construction
4310 93rd Street
Lubbock, Texas 79423 as Principal,
hereinafter called the Principal, and the Hartford Casualty Insurance Company a corporation created and
existing under the laws of the State of .Indiana...... •.•...••.•.....•.• •.• ••.•.....-•., whose principal office is injMartford; Connecticut •.••.•.•••• •••
as Surety, hereinafter called the Surety, are held and firmly bound unto City of Lubbock, Texas
as Obligee, hereinafter called the Obligee,
in the sum of Five Percent of the Greatest Amount Bid
Dollars ($ 5% G. A. B.
for the payment of which sum, well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
Whereas, the Principal has submitted a bid for LP&L Substation Renovation Bid No. 11568
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance
with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for
the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the
failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the
penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party
to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect.
Signed and sealed this25th...............................day olSepterEnber.............................................................................................. .............. A.D. 19..64....
Witness............................................................................................................ Danny. Klein. Construction.... ....
....... ...........,......(SEAL)
(fl Individual) (Pont I)
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By ....... .............................. .... ..... ............(SEAL)
Danny Klein (Tine)
Attest............................................................................................................................................................................................................................................(SEAL)
(M Corporation)
L
......................... (SEAL)
...............................................
Attest .... . ..
(Approved by The American Institute of Architects,
A.I.A. Document No. A-310, Feb., 1970 Edition)
Form S-3266-4 Printed in.U.S.A. 112-70
OLU
By... ... ............................................................................. .......... L'j$EAQ
William D. Baldwin, Attorney-ls-rFa
� HARTFORD CASUALTY INSURANCE COMPANY
EXECUTIVE OFFICE: Hartford, Connecticut
POWER OF ATTORNEY
Know all men by these Presents, That the HARTFORD CASUALTY INSURANCE COMPANY, a
corporation duly organized under the laws of the State of Indiana, and having its Executive Office in the City of
r. Hartford, County of Hartford, State of Connecticut, does hereby make, constitute and appoint
WILLIAM D. BALDWIN of RICHARDSON, TEXAS
its true and lawful Attomey(s)-in-Fad, with full power and authority to each of said Attomey(s)-in-Fad, in their separate
capacity if more than one is named above, to sign, execute and acknowledge any and ail bonds and undertakings and other
writings obligatory in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons
holding places of public or private trust; guaranteeing the performance of contracts other than insurance policies;
guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and
executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed,
and to bind the HARTFORD CASUALTY INSURANCE COMPANY thereby as fully and to the same extent as if such bonds
and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the HARTFORD
CASUALTY INSURANCE COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and
confirms all that its said Attomey(s)-in-Fact may do in pursuance hereof.
This power of attorney is granted under and by authority of the following Resolutions adopted by the Board of Directors
of the HARTFORD CASUALTY INSURANCE COMPANY at a meeting duly tailed and held on the 1 Sth day of June, 1988.
RESOLVED. that, the President or any Vice -President, acting with any Secretary or Assistant Secretary, shall have power and authority to
appoint, for purposes only of executing and attesting bonds and undertakings and other writings Obligatory in the nature thereof. one or more
Resident Vice -Presidents, Resident Assistant Secretaries and Attorneys -in -Fact and at any time to remove any such Resident Vice -President,
Resident Assistant Secretary, or Attorney -in -Fact, and revoke the power and authority given to him.
Attorneys -in -Fact shall have power and authority, subject to the terms and limitations of the power of attorney issued to them, to execute
and deliver on behalf of the Company and to attach the seal of the Company thereto any and all bonds and undertakings. and other writings
obligatory in the nature thereof, and any such instrument executed by any such Attorney -in -Fact shall be as binding upon the Company as if
signed by an Executive Officer and sealed and attested by one other of such Officers.
RESOLVED. that. Robert N. H. Saner. Assistant Vice -President. Shall have, as long as he holds such office, the same powers as any Vice -
President pursuant to the preceding Resolution.
RESOLVED, that, whereas the President or any Vice -President, acting with any Secretary or Assistant Secretary, has the power and
authority to appoint by a power Of attorney, for purposes Only of executing and attesting bonds and undertakings, and other writings obligatory
in the nature thereof. one or more Resident Vice -Presidents. Assistant Secretaries and Attorneys -in -Fact,
Now therefore, the signatures of such Officers and the seal of the Company may be affixed to any Such power of attorney or to any
certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures Or facsimile seal shall be
valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid
and binding upon the Company in the future with respect to any bond Of undertaking to which it is attached.
RESOLVED. that. Robert N. H. Sener, Assistant Vice -President. -may, as long as he holds such office. affix his signature by facsimile
pursuant too and with the same effect as that granted to Vice -Presidents under the preceding Resolution.
In Witness Whereof, the HARTFORD CASUALTY INSURANCE COMPANY has caused these presents to be
signed by its Assistant Vice -President, and its corporate seal to be hereto affixed, duly attested by its Secretary,
this 1st day of March, 1988.
4 HARTFORD CASUALTY INSURANCE COMPANY
Attest:
Robert J. Mathieu Robert N. H. Sener
Secretary Assistant Vice -President
STATE OF CONNECTICUT, l
} COUNTY OF HARTFORD, + ss.
On this 18th day of March, A.D. 1988, before me personally came Robert N. H. Sener, to me known, who being by
me duly sworn, did depose and say: that he resides in the County of Hartford. State of Connecticut; that he is the
t Assistant Vice -President of the HARTFORD CASUALTY INSURANCE COMPANY, the corporation described in and
which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said
instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and
that he signed his name thereto by like order.
STATE OF CONNECTICUT. ., ,:' C Jacqueline T. Desmsiers, Nofary Public
SS. = My Commission Expires April 1. 1993
COUNTY OF HARTFORD, CERTIFICATE ( +,'(,•�
p I. the undersigned. Assistant Secretary -of the HARTFORD CASUALTY INSURANCE COMPANY, 'at, Indiana
Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains W full force
and has not been revoked; and furthermore, that the Resolutions of the Board of Directors, set forth it- the Pqwer
of Attorney, are now in force.
Signed and sealed at the City of Hartford. Date the ZSth day of Sepp M.
b 1991 .'
David A. Jonnson
Form S JSOT-ti (HC) Printed in U.S.A. A.F '� 1' Assistant Secretary
,,1
(THIS PAGE LEFT BLANK INTENTIONALLY)
PAYMENT BOND
-14-
(THIS PAGE LEFT BLANK INTENTIONALLY)
r
r
1�
STATUTORY PAYMENT BOND PURSUANT TO ARTICLE 5160
OF THE REVISED CIVIL STATUTES OF TEXAS
r AS AMENDED BY
j ACTS OF THE 56TH LEGISLATURE, REGULAR SESSION,
1959
KNOW ALL MEN BY THESE
PRESENTS, that
(hereinafter called the PrincipaL(s), as
r"
Principal(s), and
(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 (S ) lawful money of
the United States for
the payment whereof, the said
Principal and Surety bind themselves, and their heirs, adminis-
trators, executors, successors
and assigns, jointly
and severally, firmly by these presents.
i
q
WHEREAS, the
Principal has entered into a certain written contract with the Obligee, dated the day of
19_,
to
r�
i
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 as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants
supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said con-
tract, 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 Article 5160 of the Revised
Civil Statutes of Texas as amended by Acts of the 56th Legislature, Regular Session, 1959, and all liabilities on
this bond shall be determined in accordance with the provisions of said Article to the sarm? extent as if it were
copied at length herein.
7 -15-
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this
day of 19
Principal
*By:
(Title)
By:
(Title) _
By:
(Title)
By:
(Title)
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby des-
ignates 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:
Approved as to form:
City of Lubbock
By:
(Title) -"
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.
-16-
PERFORMANCE BOND
-17-
(THIS PAGE LEFT BLANK INTENTIONALLY)
i
1. .
STATUTORY PERFORMANCE BOND PURSUANT TO ARTICLE 5160
OF THE REVISED CIVIL STATUTES OF TEXAS AS
AMENDED BY
ACTS OF THE 56TH LEGISLATURE, REGULAR SESSION 1959
KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and
(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 (S ) lawful money of the
United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administra-
tors, 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
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 as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully per-
form 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 Article 5160 of the Revised
Civil Statutes of Texas as amended by Acts of the 56th Legislature, regular session 1959, 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
Surety
*By:
(Title)
Principal
By:
(Title)
By:
(Title)
By: —
(Title)
-18-
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.
-19-
CERTIFICATE OF INSURANCE
-20.
(THIS PAGE LEFT BLANK INTENTIONALLY)
CERTIFICATE OF INSURANCE
d This is to certify that �CSTATE FARM FIRE AND CASUALTY COMPANY, Bloomington, Illinois
U STATE FARM GENERAL INSURANCE COMPANY, Bloomington, Illinois
❑ STATE FARM LLOYDS, Dallas, Texas
t�
has in force for Danny Klein
Name of Policyholder
4310 93rd STATE FARM LYKK ALEXAVIDER, Agent
r Address of Policyholder 6309 Indiana Ave., Suite B
Lubbock, Texas 79423 4= Lubbock, Texas 79413INSURANCE Off. (806) 799-8891 h--
a Res. (806) 794-8105
location of operations multiple
7
( the following coverages for the periods and limits indicated below.
r" POLICY NUMBER
TYPE OF INSURANCE
POLICY PERIOD
(effJexp.)
LIMITS OF LIABILITY
(at beginning of policy period)
93 55 1506 IF
EaCommercial
2-1-91 / 2-1-92
BODILY INJURY AND
General Liability
PROPERTY DAMAGE
The above insurance Products —Completed Operations
Each Occurrence $ 5 on nn
Includes: (applicable ® Personal Injury
If indicated by ®
by 91 )
General Aggregate $ 1 .000. QO
® Contractual Liability
r.,
I ® Advertising and Personal Injury
Products —Completed
Operations Aggregate $ 1 000, Q0
® Underground Property Damage
® Explosion and Collapse Property Damage
r' ®Owne r Liability
►-�
POLICY NUMBER
TYPE OF INSURANCE
POLICY PERIOD
(eit.lex p.)
LIMITS OF LIABILITY
(at beginning of policy period)
k
Workmen's[Workers'
93-59-7319-7
r
® Compensation —
Coverage A
2-1-91 /2-1-92
Coyera Y g A STATUTORY
aipase
Coeya $
g i00,000
d
Employer's Liability —
111
Coverage B
bod i l v i n i ury Ion _ non
❑ Professional
Liability
rbinder Excess Liability
l ® Umbrella 2-1-91/2-1-92
❑ Other
R25 9702 F06 I ® Auto
❑■
by disease 500,000P¢®ggqVTJJfl tVILl
Each Claim $
Aggregate $
❑ Combined Single Limit for:
Each Occurrence $
Aggregate $
limits 1 millioi
BODILY INJURY AND
PROPERTY DAMAGE
Limits of liability 100/300/100
THE CERTIFICATE OF INSURANCE IS NOT A CONTRACT OF INSURANCE AND NEITHER AFFIRMATIVELY NOR NEGATIVELY AMEND:
r EXTENDS OR ALTERS THE COVERAGE APPROVED BY ANY POLICY DESCRIBED HEREIN.
I,
Name and Address of Party to Whom Certificate is Issued
• City of Lubbock •
L P & L Substation renovation
Bid # 11568
7
10-18-91
Date
04114
Signature of Authorized Representative
Title
F55&994 TX 2-88
No Text
r
p
L
r
r4
CONTRACT
-22-
(THIS PAGE LEFT BLANK INTENTIONALLY)
r
7, CONTRACT
PM STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this October 10, 1991, by and between the City of Lubbock, County of
Lubbock, State of Texas, acting by and through B.C. McMinn, Mayor, thereunto authorized to do so, hereinafter
referred to as OWNER, and DANNY KLEIN CONSTRUCTION of the City of LUBBOCK, 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 CON-
TRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as fol-
Lows:
l
BID # 11568 - LPBL SUB -STATION RENOVATIONS PROJECT IN THE AMOUNT OF $14,897.00
and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or
their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence,
Labor, insurance and other accessories and services necessary to complete the said construction in accordance with
the contract documents as defined in the General Condition of Agreement. `
The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have
been given to him and to substantially complete same within the time specified in the contract documents.
i
The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with
the proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to
1 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. -
ATTEST:
l
Sec etary
�.+ APPROVED AS TO CONTENT:
r _
AAROVED AS TO ORM:
t
r
ATTEST:
.r Corporate Secretary
CITY OF LUBBOCK, TEXAS (OWNER)
Byf, �O
1� ,
MAYOR
DANNY KLEIN CONSTRUCTION
CONTRACTOR
By:
_� A
TITLE Va__�
COMPLETE ADDRESS:
4310 93RD STREET
LUBBOCK, TX 79423
7,, -23-
(THIS PAGE LEFT BLANK INTENTIONALLY)
GENERAL CONDITIONS OF THE AGREEMENT
-24-
(THIS PAGE LEFT BLANK INTENTIONALLY)
r
7
L.
GENERAL 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 con-
tract, it shall be understood as referring to the City of Lubbock, Texas.
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: DANNY KLEIN CONSTRUCTION,
who has agreed to perform the work embraced in this contract, or to his or their legal representative.
3. OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood
as referring to JERRY SMITH, DIRECTOR OF BUILDING SERVICES, City of Lubbock, under whose supervision these
contract documents, including the plans and specifications, were prepared, and who will inspect construc-
tions; 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 u>ber
the direction of Owner's Representative, but shall not directly supervise the Contractor or men acting in
behalf of the Contractor. ,
4. CONTRACT DOCUMENTS
The contract documents shall consist of the Notice to Bidders, General Instructions to Bidders, Proposal,
Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of
the Agreement (if 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
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 shall mean approved by or acceptable or satisfactory
to the Owner's Representative.
Whenever in the Specifications or drawings accompanying this agreement, the terms of description of various
qualities relative to finish, workmanship, or other qualities of similar kind which cannot, from their na-
ture, be specifically and clearly described and specified, but are necessarily described in general terms,
the fulfillment of which must depend on individual judgment, then, in all such cases, any question of the
fulfillment of said Specifications shall be decided by the Owner's Representative, and said work shall be
done in accordance with his interpretations of the meaning of the words, terms, or clauses defining the
character of the work.
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 re-
sponsibility 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.
i
-25-
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.
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 docu-
ments. 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 docu-
ments 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 r
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 docu-
ments. He will not be required to make exhaustive or continuous on -site 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 docu-
ments, 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 on -site 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.
-26-
t 13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever necessary for the commence-
ment 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 Owner's
Representative to comply with this requirement, but such suspension will be as brief as practical and Con-
tractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Repre-
sentative 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 Owner's Representa-
tive at Contractor's 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 Representative's estimates and findings shall be conditions precedent
to the right of the parties hereto to arbitration or to any action on the contract, and to any rights of the
Contractor to receive any money under this contract; provided, however, that should Owner's Representative
render any decision or give any direction, which in the opinion of either party hereto, is not in accordance
with the meaning and intent of this contract, either party may file with said Owner's Representative within
30 days his written objection to the decision or direction so rendered, and by such action may reserve the
t
right to submit the questions so raised to arbitration as hereinafter provided. It is the intent of this
Agreement that there shall be no delay in the execution of the work, therefore, written decisions or direc-
tion of the owner's Representative as rendered shall be promptly carried out, and any claim arising there-
1.
from shall be thereafter adjusted to arbitration as hereinafter provided.
The Owner's Representative shall, within a reasonable time, render and deliver to both the owner and the
Contractor a written decision on all claimer of the parties hereto and on all questions which may arise rela-
tive to the execution of the work or the interpretation of the contract, specifications and plans. Should
the Owner's Representative fail to make such decision within a reasonable time, an appeal to arbitration may
be taken as if his decision had been rendered against the party appealing.
15. SUPERINTENDENCE AND INSPECTION
It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint
from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative
may 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 Con-
tractor 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 inspector, the Contractor may within six (6) days make written appeal to the Owner's
Representative for his decision.
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 Con-
tractor 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 na-
ture and location of the work, the confirmation of the ground, the character, quality and quantity of mate-
rials 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.
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 dis-
orderly, such man or men shall be discharged from the work and shall not again be employed on the work with-
out the Owner's Representative's written consent.
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecu-
tion and completion of this contract where it is not otherwise specifically provided that Owner shall fur-
nish 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
Owner's 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 Owner's Representative.
20. SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public ob-
servation, shall be constructed and maintained by the Contractor in such manner and at such points as shall
be approved by the Owner's Representative and their use shall be strictly enforced.
-28-
r
l 21. OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at ell reasonable times to observe and test the
work. Contractor shall make necessary arrangements and provide proper facilities and access for such obser-
vation 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 Owner's Representative and shall give am-
ple notice as to the time each part of the work will be ready for such observation. Owner or Owner's Rep-
resentative may reject any work found to be defective or not in accordance with the contract documents, re-
gardless of the stage of its completion or the time or place of discovery of such errors and regardless of
whether Owner's 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 Owner's Repre-
sentative, be uncovered for examination at Contractor's 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 Owner's Representa-
tive to make observations of such work or require testing of said work, then in such event Owner or Owner's
Representative may require Contractor to furnish Owner or Owner's 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 Owner's Representative, it must, if requested by the Owner or Owner's Representa-
tive, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspec-
tions, 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 Contractor's expense.
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
II 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 un-
suitable 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 re-
build or otherwise remedy such work so that it shall be in full accordance with this contract. It is fur-
ther 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 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 accompanying bond.
if such changes or.alterations diminish the quantity of the work to be done, they shall not constitute the
basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they in-
crease the amount 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
t.
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case the Owner shall make such changes or alterations as shall make useless any work already done or mate-
rial 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 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, al-
teration or addition to the work as shown on the plans and specifications or contract documents and not cov-
ered by Contractor's proposal, 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 Representa-
tive 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 com-
menced, then the Contractor shall be paid the actual field cost of the work, plus
fifteen (15%) per cent.
In the event said extra work be performed and paid for under Method (C), then the provisions of this para-
graph 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 Workmen's
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 mat-
ters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machin-
ery 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 shalt 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 com-
pensate him for his profit, overhead, general superintendence and field office expense, and all other ele-
ments of cost and expense not embraced within the actual field cost as herein defined, save that where the
Contractor's 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 Owner's Repre-
sentative 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 in-
sists 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 arbi-
tration as herein below provided.
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rp
25. DISCREPANCIES AND OMISSIONS
r It is further agreed that it is the intent of this contract that all work described in the proposal, the
i
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 Owner's Representative. If the Contractor finds any
I 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 Owner's 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 proposal to
complete the work in accordance with these plans and specifications. It is further understood that any re-
quest 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 Owner's 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 speci-
fied, 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 Workmen's Compensation Insurance with an
insurance company licensed to transact business in the State of Texas, which policy shall comply with the
Workmen's 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 co&s. All machinery and
equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention
in Construction" of Associated General Contractors of America, except where incor(patible with federal, state
or municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend, indem-
nify and 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 sus-
tained 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 subcon-
tractor 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 pro-
gresses, are intended as reminders to the Contractor of his duty and shall not be construed as any assump-
tion of duty to supervise safety precautions by either the Contractor or any of his subcontractors.
F -31-
28. CONTRACTOR'S INSURANCE
The Contractor shall procure and carry at his sole cost and expense through the life of this contract, in-
surance protection as hereinafter specified. Such insurance shall be carried with an insurance company au-
thorized 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. Comprehensive General liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $300,000 Bodily
Injury and $300,000 Property Damage per occurrence to include:
Premises and Operations
Exptosion & Collapse Hazard r
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury (with exclusion "c" waived)
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.
8. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance.
The Contractor shalt obtain an Owner's Protective or Contingent Public Liability Insurance policy
naming the City of Lubbock as insured and the amount of such policy shall be as follows
For bodily injuries, including accidental death, $500,000 per occurrence, and $100,000 for Property
Damage.
C. Comprehensive Automobile Liability Insurance
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury $250/500,000
Property Damage $100,000
to include all owned and non -owned cars including: Employers Non -ownership liability Hired and Non -
owned 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. Builder's Risk Insurance
The Contractor shall obtain a Builder's Risk policy in the amount of C100% of poten-
tial Loss) naming the City of Lubbock as insured.
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9.
E. Excess or Umbrella Liability Insurance
The Contractor shall have Excess or Umbrella Liability Insurance in the amount of
(f1,000,000 minimum) with coverage to correspond with Comprehensive General Liability and Comprehen-
sive Automobile Liability coverages.
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.
F. Yorker's Compensation and Employers Liability Insurance
As required by State statute covering all employees whether employed by the Contractor or any Sub-
contractor on the job with Employers Liability of at least $100,000 limit.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shell 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 in-
sured 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) con-
tained in the job specifications. No substitute of nor amendment thereto will be accept-
able.
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, materialmen 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 furnished 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
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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.
30. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The contractor shall pay all royalties and license fees, and shall provide for the use of any design, de-
vice, material or process covered by letters patent or copyright by suitable legal agreement with the Paten-
tee 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 all such suits and claims and shall be responsible for all such loss when a particular
design, device, material or process or the product of a particular manufacturer or manufacturers is speci-
fied or required in these contract documents by Owner; provided, however, if choice of alternate design, de-
vice, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner harm-
less from any loss on account thereof. If the material or process specified or required by Owner is an in-
fringement, the Contractor shall be responsible for such loss unless he promptly gives written notice to the
Owner of such infringement.
31. 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, in-
sofar 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.
32. 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.
33. 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 con-
sideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total
compensation, the sum of $100.00 (ONE HUNDRED DOLLARS) PER DAY, not as a penalty, but as liquidated damages
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4�
t 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 com-
pletion of the work described herein is reasonable time for the completion of the same, taking into consid-
eration the average climatic change and conditions and usual industrial conditions prevailing in this local-
ity.
The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impractica-
7 bility and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sus-
tain, 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.
l It is further agreed and understood between the Contractor and Owner that time is of the essence of this
contract.
34. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Con-
tractor 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
t time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in
accordance with this contact, the plans and specifications, and within the time of completion designated in
!� the proposals; 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
F" _ .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 proposes 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 sev-
eral parts.
35. E%TENSION OF TIME
The Contractor agrees that he has submitted his proposal 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,
walk -outs, acts of God or the public enemy, fire or flood. The Contractor may apply in writing for an ex-
tension 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 re-
ceipt of a written request for an extension of time by the Contractor supported by all requested docu-
mentation shall then submit such written request to the City Council of the City of Lubbock for their con-
sideration. Should the Contractor disagree with the action of City Council on granting an extension of
time, such disagreement shall be settled by arbitration as hereinafter provided.
36. 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 in-
cident to such work, whether growing out of delays in securing material or workmen or otherwise. No charge
r -35-
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.
37. 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 proposals of-
fered 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 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.
38. 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 perfor-
mance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the exis-
tence or character of the work.
39. PRICE FOR WORK
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 proposal 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 incurred 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.
40. PAYMENTS
No payments made or certificates given shall be considered as conclusive evidence of the performance of the
contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of de-
fective work. Contractor shall at any 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 con-
tract. 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.
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7
41. PARTIAL PAYMENTS
on or before the tenth day of each month, the Contractor shall submit to Owner's Representative an applica-
tion 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 par-
tial 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 ma-
terials delivered on site of the work that are to be fabricated into the work.
c" 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 per-
centage due Contractor.
I
42. 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 in-
spect the work and within said time, if the work be found to be completed or substantially completed in ac-
cordance 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.
43. 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 furnished under
the terms of the agreement, and shall certify same to the Owner, who shall pay to the Contractor on or be-
fore the 31st 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 con-
tract; 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 condi-
tions (if any) of this contract or required in the specifications made a part of this contract.
44. 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 Con-
tractor 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.
45. 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
r• any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the
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date of substantial completion. The Owner or the Owner's Representative shall give notice of observed de-
fects with reasonable promptness.
46. 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.
47. 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 other-
wise in the contract documents.
48. ARBITRATION
All questions of dispute under this agreement shall be submitted to arbitration at the request of either
party to the dispute. The parties may agree upon one arbitrator, otherwise, there shall be three; one named
in writing by each party and the third chosen by the two arbiters selected; or if the arbiters fail to se-
lect a third within ten (10) days, he shall be chosen by the District Judge, 72nd Judicial District of
Texas. Each arbiter shall be a resident of the City of Lubbock. Should the party demanding arbitration
fail to name an arbiter within ten (10) days of the demand, his right to arbitrate shall Lapse, and the de-
cision of the Owner's Representative shall be final and binding on him. Should the other party fail to
choose an arbiter within ten (10) days, the Owner's Representative shall appoint such arbiter. Should ei-
ther party refuse or neglect to supply the arbiters with any papers or information demanded in writing, the
arbiters are empowered by both parties to take Ex Parte Proceedings.
The arbiters shall act with promptness. The decision of.any two shall be binding on both parties to the
contract, unless either or both parties shall appeal within ten (10) days from date of the award by the ar-
biters, and it is hereby agreed that each party shall have the right of appeal and all proceedings shall be
according to and governed by Arbitration Statutes of Texas, being Article 224, et seq., Vernon's Annotated
Civil Statutes. THE DECISION OF THE ARBITERS UPON ANY QUESTION SUBMITTED TO ARBITRATION UNDER THIS CONTRACT
SHALL BE k CONDITION PRECEDENT TO ANY RIGHT OF LEGAL ACTION.
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The arbiters, if they deem the case demands it, are authorized to award the party whose contention is sus-
tained, such sums as they deem proper for the time, expense and trouble incident to the appeal, and if the
ram' appeal was taken without reasonable cause, they may award damages for any delay occasioned thereby. The ar-
biters shall fix their own compensation, unless otherwise provided by agreement, and shall assess the costs
and charges of the arbitration upon either or both parties. The award of the arbiters must be made in writ-
ing and shall not be open to objection on account of the form of proceedings or award.
49. ABANDONMENT BY CONTRACTOR
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 or-
ders of the Owner's Representative, when such orders are consistent with this contract, this Agreement, or
the 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 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 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.
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 of the following elective manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and sup-
plies as said Owner may deem necessary to complete the work and charge the expense of such labor,
machinery, equipment, tools, materials and supplies to said Contractor, and the expense so 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 com-
pleted 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 com-
pleted by said Contractor, then the Contractor and/or his Surety shall pay the amount of such excess
to the Owner; or
(b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspa-
per 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 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.
-39-
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 machin-
ery, 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 incorpo-
rated 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 Con-
tractor at the prices stated in the the attached proposal, 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 Con-
tractor to carry 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 shall be required to furnish a performance bond and payment bond in accordance with
Article 5160, Vernon's Annotated Civil Statutes in the amount of 100% of the total contract price, in the —
event said contract price exceeds $25,000.00. If the contract price does not exceed $25,000.00, the statu-
tory bonds will not be required. 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 fur-
ther 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 con-
ditions conflict with any of the general conditions contained in this contract, then in such event the
special conditions shall control.
-40-
53. LOSSES FROM NATURAL CAUSES
t. Unless otherwise specified herein, all toss 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 some, or from unusual obstructions or difficulties which may be encountered in the prosecution of the
work, shall be sustained and borne by the Contractor at his own cost and expense.
54. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and au-
thority 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 ob-
serve 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.
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.
k -41-
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CURRENT WAGE DETERMINATIONS
-42-
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Resolution #2502
January 8, 1987
Agenda Item #18
OGV:da
RESOLUTION
WHEREAS, the City Council has heretofore established the general
`,prevailing rate of per diem wages for each craft or type of workmen or
?'mechanics needed to execute public works contracts for the City of Lubbock
.;in accordance with the provisions of Vernon's Ann.Civ.St., Art. 5159a; and
±; WHEREAS, such wage rates were established by Resolution No. 719
;enacted February 12,1981, updated by Resolution No. 1590 enacted February
L 23, 1984; 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:
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
Exhibit B: Paving and Highway Construction Trades
Exhibit C: Electrical Trades
Exhibit D: Overtime Rate
Exhibit E: Weekend and Holiday Rate
f
Such wage rates are hereby found and declared to be the general
prevailing
of per diem wages in all localities where public works are
undertaken
!{rate
on behalf of the City of Lubbock and such wage rates shall be included
in
'' all public works contracts as provided by law.
',Passed by the City Council this 8th day of January
1987.
e.
B.C. McMINN, MAYOR
RanettL',Boyd, City Secretary G
;APPROVED T- ONTENT: APPROVED AS TO FORM:
Bi 1 P yne, Dilrector of Building Do ld G. Vandiver, First
Services Assistant City Attorney
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EXHIBIT A
City of Lubbock
Building Construction Trades
Prevailing Rates
Craft
Hourly Rate
Acoustical Ceiling Installer
$11.60
Air Conditioner Installer
8.35
Air Conditioner Installer -Helper
5.50
Bricklayer
10.50
Bricklayer -Helper
5.00
Carpenter
11.00
Carpenter -Helper
5.50
Cement Finisher
7.35
Drywall Hanger
8.70
Electrician
10.50
Electrician -Helper
5.25
Equipment Operator -
Heavy
8.00
Light
5.70
Floor Installer
8.00
Glazier
7.50
'Insulator, Piping/Boiler
9.50
Insulator -Helper
5.00
Iron Worker
7.30
Laborer, General
4.75
Mortar Mixer
5.60
Painter
8.75
Plumber
9.25
Plumber -Helper
6.00
Roofer
7.65
Roofer -Helper
4.75
Sheet Metal Worker
8.75
Sheet Metal Worker -Helper
5.50
Welder - Certified
8.00
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EXHIBIT B
Paving and Highway Construction
Prevailing Wage Rates
Craft
Asphalt Heaterman
Asphalt Shoveler
Concrete Finisher
Concrete Finisher -Helper
Electrician
Flagger
Form Setter
Form Setter -Helper
Laborer, General
Laborer, Utility
Mechanic
Mechanic -Helper
POWER EQUIPMENT OPERATORS
Asphalt Paving Machine
Bulldozer
Concrete Paving Machinist
Front End Loader
Heavy Equipment Operator
Light Equipment Operator
Motor Grade Operator
Roller
Scraper
Tractor
Truck Driver -
Light
Heavy
Hourlv Rate
$5.25
4.75
7.35
4.75
10.50
4.75
6.50
5.50
4.75
5.80
6.50
6.00
6.00
5.25
6.50
5.85
6.40
6.40
8.00
5.25
5.25
5.50
5.25
5.25
EXHIBIT C
Electric Construction Trades
Prevailing Wage Rates
Craft
Power Line Foreman
Lineman Journeyman
Lineman Apprentice Series
Groundman Series
Hourly Rate
$11.00
10.45
8.90
7.25
EXHIBIT D
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) is 1 1/2
times base rate.
EXHIBIT E
Prevailing Wage Rates
Weekend and Holiday Rate
The rate for weekend and holiday is 1 1/2 times base rate.
; ro
SPECIFICATIONS
-43-
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P R O J E C T M A N U A L
PROJECT
Lubbock Power & Light Sub -Station Renovation
Municipal Hill
Lubbock, Texas
ARCHITECTS
McLartySmithArchitectsAIA
1919 Broadway
Lubbock, Texas 79401
(806) 763-5046
AUGUST 22, 1991
COVERSHEET CVRSHT - 1
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TABLE OF CONTENTS
d" The following is the enumeration of the Specifications, Drawings and
Addenda which form a part of this Contract as set forth in "Contract
Definitions" of the General Conditions of the Contract for
.■• Construction.
BOUND HEREIN
Cover Sheet
Table of Contents
SPECIFICATIONS
DIVISION 0: BIDDING AND CONTRACT REQUIREMENTS
AIA/A201 General Conditions of the Contract for Construction
DIVISION 1: GENERAL REQUIREMENTS
01010
Summary of Work
01045
Cutting and Patching
01120
Alteration Project Procedures
01300
Submittals
01400
Quality Control
01500
Construction Facilities and Temporary Controls
01600
Material and Equipment
01700
Contract Closeout
DIVISION 2: SITEWORR
02072 Minor Demolition for Remodeling
DIVISION 3: CONCRETE
Not Used
r DIVISION 4: MASONRY
04100 Mortar
04300 Unit Masonry System
DIVISION 5: METALS
Not Used
DIVISION 6: WOOD AND PLASTIC
06200 Finish Carpentry
DIVISION 7: THERMAL AND MOISTURE PROTECTION
07213 Batt and Blanket Insulation
07514 Built -Up Asphalt Bituminous Roofing
07565 Preparation for Re -Roofing
07620 Sheet Metal Flashing and Trim
07631 Downspouts
07900 Joint Sealers
TABLE OF CONTENTS TOC - 1
DIVISION 8: DOORS AND WINDOWS
08111 Standard Steel Doors
08712 Door Hardware
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
END OF SPECIFICATIONS
BOUND SEPARATELY
DRAWINGS
Architectural Sheets
Al Floor Plan, Roof Plan and Details
ADDENDA:
Number:
Number:
Date Issued:
Date Issued:
END OF TABLE OF CONTENTS
TABLE OF CONTENTS TOC - 2
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i
PART 1
1.01
A.
B.
C.
D.
E.
F.
1.02
SECTION 01010
SUMMARY OF WORK
GENERAL
SECTION INCLUDES
Project/Work Identification.
Scope.
Contractor use of site and premises.
Contractor use of Existing Building.
Work Sequence.
Owner occupancy.
PROJECT/WORK IDENTIFICATION
A. The project name is as indicated on the Contract
Documents prepared by McLartySmithArchitectsAIA, 1919
Broadway, Lubbock, Texas 79401 with the date as indicated
on the documents. The Contract Documents indicate the
.extent of the Work of the Construction Contract and
related requirements and conditions that impact the
Project
B. Items, if any, noted 'NIC' (Not in Contract, will be
furnished and installed by Owner or others at a time that
is beneficial to the scheduling of the Work. Verify, in
writing with the Owner and/or Architect, any requirements
of "NIC" items prior to commencement of any work.
C. Contractor shall verify Owner requirements for removal
and Owner possession of any item or items of the Work,
and shall be confirmed in writing prior to start of work:
D. Contractor shall verify items, if any, to be Furnished by
Owner For Final Connection by Contractor. Verification
shall be in writing and shall be signed by the Owner
prior to start of the work.
1.03 SCOPE
A. Provide all labor, tools, equipment, materials and all
other items required and necessary to accomplish the Work
specified herein and shown on the Drawings.
B. Work of the Contract can be summarized by references to
the Contract, General Conditions, Supplementary
Conditions, Specification Sections, Drawings, Addenda and
SUMMARY OF WORK SECTION 01010 - 1
Modifications to the Contract Documents issued subsequent
to the initial printing of this Project Manual and
including but not necessarily limited to printed material
referenced by any of these. It is recognized that Work
of the Contract is also unavoidably affected or
influenced by governing regulations, natural phenomenon
including weather conditions and other forces outside the
Contract Documents.
C. All surfaces damaged during demolition and/or
construction and installation of new work/systems under
Base Bid shall be repaired and patched to match the
existing materials and finishes. All such work shall be
included in the Construction Contract, under the Base Bid
in which it occurs.
D. The General/Prime Contractor shall be responsible for the
coordination of all cutting, patching and demolition of
other items and systems involved in all Trades of the
Project.
1.04 CONTRACTOR USE OF SITE AND PREMISES
A. Limit use of site and/or premises to allow:
1. Owner occupancy when required by the Owner.
2. Work by Others, if required and Work by Owner, if
required.
3. Use of site and/or premises by public.
B. Construction Operations: Limited to areas noted on
Drawings.
C. Time Restrictions for Performing the Work: Contractor
shall verify, in writing any time restrictions required
by the Owner prior to bidding.
D. Utility Outages and Shutdown: Although none are
anticipated, the Contractor shall notify Owner, in
writing, of any utility outage or shutdown seven days
prior to any utility outage or shutdown.
1.05 CONTRACTOR USE OF EXISTING BUILDING
A. When Project scope includes work in an existing building,
maintain the existing building in a safe and weathertight
condition throughout the construction period. Repair
damage caused by construction operations. Take all
precautions necessary to protect the building and its
occupants, when occupied, during the construction period.
Electrical equipment within the building will remain in
operation throughout the duration of the project and will
not be shut down.
B. Keep project areas free from accumulation of waste
materials, rubbish, dust or construction debris.
SUMMARY OF WORK SECTION 01010 - 2
C.
1.06
A.
1.07
A.
B.
PART 2
PART 3
Smoking or open fires will not be permitted within the
building.enclosure or -:on -...the premises.
WORK SEQUENCE
Coordinate construction schedule and operations with the
Owner's Representative.
OWNER OCCUPANCY
Cooperate with Owner to minimize conflict, and to
facilitate Owner's operations and servicing of the
existing equipment.
Schedule the Work to accommodate these requirements.
PRODUCTS
Not Used
EXECUTION
Not Used
END OF SECTION
SUMMARY OF WORK SECTION 01010 - 3
(THIS PAGE LEFT BLANK INTENTIONALLY)
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PART 1
1.01
A.
1.02
A.
B.
SECTION 01045
CUTTING AND PATCHING
GENERAL
SECTION INCLUDES
Requirements and limitations for cutting and patching of
Work.
RELATED SECTIONS
Section 01010 - Summary of Work.
Section 01120 - Alteration Project Procedures: Cutting
and patching for alterations work.
C. Section 01300 - Submittals.
D. Individual Product Specification Sections:
1. Cutting and patching incidental to work of the
Section.
2. Advance notification to other Sections of openings
required in work of those Sections.
3. Limitations on cutting structural members.
1.03 SUBMITTALS
A. Submit written request in advance of cutting or
alteration which affects:
1. Structural integrity of any element of Project.
2. Integrity of weather -exposed or moisture -resistant
element.
3. Efficiency, maintenance, or safety of any
operational element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate contractor.
B. Include in request:
1. Identification of Project.
2. Location and description of affected work.
3. Necessity for cutting or alteration.
4. Description of proposed work, and products to be
used.
5. Alternatives to cutting and patching.
6. Effect on work of Owner or separate contractor.
7. Written permission of affected separate''contractor.
8. Date and time work will be executed.
CUTTING AND PATCHING SECTION 01045 - 1
PART 2 PRODUCTS
2.01 MATERIALS
A. Primary Products: Those required for original
installation.
B. Product Substitution: For any proposed change in
materials, submit request for substitution under --
provisions of Section 01600.
PART 3 EXECUTION
3.01 EXAMINATION
A. Inspect existing conditions prior to commencing Work,
including elements subject to damage or movement during
cutting and patching.
B. After uncovering existing work, inspect conditions
affecting performance of work. _
C. Beginning of cutting or patching means acceptance of
existing conditions.
3.02 PREPARATION
A. Provide protection from elements for areas which may be
exposed by uncovering work.
3.03 CUTTING AND PATCHING
A. Execute cutting, fitting, and patching including
excavation and fill, when applicable to complete work.
B. Fit products together, to integrate with other work.
C. Uncover work to install ill-timed work.
D. Remove and replace defective or non -conforming work.
E. Remove samples of installed work for testing when
requested.
3.04 PERFORMANCE
A. Execute work by methods to avoid damage to other Work,
_ and which will provide appropriate surfaces to receive
patching and finishing.
B. Employ original installer to perform cutting and patching
for weather exposed and moisture resistant elements, and
sight -exposed surfaces.
CUTTING AND PATCHING SECTION 01045 - 2
C. Cut rigid materials using masonry saw or core drill.
Pneumatic tools.not allowed without prior approval.
a D. Restore work with new products in accordance with
requirements of Contract Documents.
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E. Fit work air tight to pipes, sleeves, ducts, conduit, and
other penetrations through surfaces.
END OF SECTION
a
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i CUTTING AND PATCHING SECTION 01045 — 3
(THIS PAGE LEFT BLANK INTENTIONALLY)
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SECTION 01120
ALTERATION PROJECT PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Examination and installation.
B. Transitions.
C. Repair of damaged surfaces, finishes, and cleaning.
1.02 RELATED SECTIONS
A. Section 01039 - Coordination and Meetings: Work sequence;
Owner occupancy; Maintenance of utility services.
B. Section 01500 - Construction Facilities and Temporary
Controls: Temporary enclosures; Protection of installed
work; Cleaning during construction.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
3.01 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.
3.02 PREPARATION
A. Cut, move, or remove items as necessary for access to
alterations and renovation Work. Replace and restore at
completion.
B. Remove debris and abandoned items from area and from
concealed spaces.
C. Prepare surface and remove surface finishes to provide
for proper installation of new work and finishes.
D. Close openings in exterior surfaces to protect existing
work and salvage items from weather and extremes of
temperature and humidity.
ALTERATION PROJECT PROCEDURES SECTION 01120 - 1
3.03 INSTALLATION
A. Coordinate work of alterations and renovations to
expedite completion sequentially.
B. Project areas, Rooms, Spaces and Finishes: Complete in
all respects.
C. Remove, cut, and patch Work in a manner to minimize
damage and to provide a means of restoring Products and'
finishes to original condition.
D. Install Products as specified in individual Sections.
3.04 TRANSITIONS
A. 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.
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
Architect/Engineer.
3.05 REPAIR OF DAMAGED SURFACES
A. Patch or replace portions of existing surfaces which are
damaged, lifted, discolored, or showing other
imperfections.
3.06 FINISHES
A. Finish surfaces as specified in individual Product
Sections.
3.07 CLEANING
A. In addition to cleaning specified in Section 01500, clean
Owner occupied areas of work.
END OF SECTION.
ALTERATION PROJECT PROCEDURES SECTION 01120 - 2
s
SECTION 01300
SUBMITTALS
�•.
PART 1
GENERAL
"
1.01
SECTION INCLUDES
r
A.
Submittal procedures.
B.
Proposed products list.
C.
Shop drawings.
r
D.
Product data.
f
E.
Samples. -
F.
Manufacturers' instructions.
G.
Manufacturers' certificates.
1.02
RELATED SECTIONS
A.
Section 01700 - Contract Closeout: Contract warranty and
manufacturer's certificates and other closeout
submittals.
1.03
SUBMITTAL PROCEDURES
A.
Transmit each submittal with AIA Form G810.
B.
Sequentially number the transmittal forms. Resubmittals
to have original number with an alphabetic suffix.
C.
Identify Project, Contractor, Subcontractor or supplier;
pertinent Drawing sheet and detail number(s), and
specification Section number, as appropriate.
s
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
4
to Architect/Engineer at business address. Coordinate
submission of related items. --= ---
-,
-- --
- -�F.
Identify variations from Contract Documents and Product
p
or system limitations which may be detrimental to
successful performance of the completed Work.
SUBMITTALS SECTION 01300 - 1
G. Provide space for Contractor and Architect/Engineer
review stamps.
H. Revise and resubmit submittals as required, identify all
changes made since previous submittal.
I. Distribute copies of reviewed submittals to concerned
parties. Instruct parties to promptly report any
inability to comply with provisions.
1.04 PROPOSED PRODUCTS LIST
A. Within.l5 days after date of Owner -Contractor Agreement,
submit complete list of major products proposed for use,
with name of manufacturer, trade name, and model number
of each product. -
B. For products specified only by reference standards, give
manufacturer, trade name, model or catalog designation,
and reference standards.
1.05 SHOP DRAWINGS
A. Submit the number of opaque reproductions which
Contractor requires, plus two copies which will be
retained.by Architect/Engineer. B. After review, reproduce and distribute in accordance with
Article on Procedures above and for Record Documents
described in Section 01700 — Contract Closeout. r
1.06 PRODUCT DATA
A. Submit the number of copies which the Contractor
requires, plus two copies which will be retained by the
Architect/Engineer.
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 Article on
Procedures above and provide copies for Record Documents
described in Section 01700 - Contract Closeout.
1.07 SAMPLES
A. Sn"t samples to illustrate functional and aesthetic
characteristics of the Product, with integral parts and
attachment devices:_, Coordinate sample submittals for
interfacing work.
SUBMITTALS SECTION 01300 - 2
i
0
B. Submit samples of -finishes from the full range of
manufacturers",,standard colors, textures, and patterns
for Architect/Engineer's selection.
C. Include identification on each sample, with full Project
information.
D. Submit the number or samples specified in individual
specification Sections; one of which will be retained by
Architect/Engineer.
E. Reviewed samples which may be used in the Work are
indicated in individual specification Sections.
1.08 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification Sections,
submit manufacturers' printed instructions for delivery,
storage, assembly, installation, start-up, adjusting, and
finishing, in quantities specified for Product Data.
B. Identify conflicts between manufacturers' instructions
and Contract Documents.
1.09 MANUFACTURER'S CERTIFICATES
A. When specified in individual specification Sections,
submit manufacturers' certificate to Architect/Engineer
for review, in quantities specified for Product Data.
B. Indicate material or product conforms to or exceeds
specified requirements. Submit supporting reference
date, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on
material or Product, but must be acceptable to
Architect/Engineer.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not used
END OF SECTION
SUBMITTALS SECTION 01300 - 3
No Text
SECTION 01400
t"
PART 1
1.01
A.
QUALITY CONTROL
GENERAL
SECTION INCLUDES
Quality assurance and control of installation.
B. References.
C. Inspection and testing laboratory services.
1.02 RELATED SECTIONS
A. Section 01300 - Submittals: Submission of Manufacturers'
Instructions and Certificates.
B. Section 01600 - Material and Equipment: Requirements for
material and product quality.
1.03 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/Engineer
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.
1.04 REFERENCES
A. Conform to reference standard by date of issue current on
date of Contract Documents.
B. Obtain copies of standards when required by Contract
Documents.
r
t> QUALITY CONTROL SECTION 01400 - 1
C. Should specified reference standards conflict with
Contract Documents, request clarification for Engineer
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.
1.05 INSPECTION AND TESTING LABORATORY SERVICES
A. Owner will appoint, employ, and pay for services of an
independent firm to perform inspection and testing.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used.
END OF SECTION
QUALITY CONTROL SECTION 01400 - 2
SECTION 01500
r CONSTRUCTION`FACILITIES AND TEMPORARY CONTROLS
f
1 ,
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting, ventilation,
telephone service, water, and sanitary facilities.
B. Temporary Controls: Barriers, enclosures, protection of
the Work, and water control.
C. Construction Facilities: Parking, and progress cleaning.
1.02 RELATED SECTIONS
A. Section 01700 - Contract Closeout: Final cleaning.
1.03 TEMPORARY ELECTRICITY
A. For existing construction, connect to existing power
service. Power consumption shall not disrupt Owner's
need for continuous service.
B. Provide temporary electric feeder from existing building
or electrical service at location as directed by Owner's
Representative. Power consumption shall not disrupt
Owner's need for continuous service.
C. For existing construction, exercise measures to conserve
energy.
D. Provide power outlets for construction operations, with
branch wiring and distribution boxes located as required.
Provide flexible power cords as required.
E. Provide main service disconnect and overcurrent
protection at convenient location.
F. Permanent convenience receptacles may not be utilized
during construction unless authorized in writing by
Owner.
G. 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 as required.
2. Provide 20 ampere, single phase branch circuits for
lighting.
7
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SECTION 01500 -1
1.04
A.
B.
1.05
TEMPORARY LIGHTING
Existing permanent lighting in the building may be
utilized for construction purposes.
Maintain lighting and provide routine repairs.
TEMPORARY VENTILATION
A. Ventilate enclosed areas to assist cure of materials, to
dissipate humidity, and to prevent accumulation of dust,
fumes, vapors, or gases.
B. Provide and pay for ventilation equipment. Extend and
supplement equipment with temporary fan units as required
to maintain clean air for construction operations.
1.06 TELEPHONE SERVICE
A. Provide, maintain and pay for telephone service to field
office at time of project mobilization unless otherwise
authorized in writing by Owner.
1.07 TEMPORARY WATER SERVICE
A. Existing water supply may be utilized for construction
purposes.
1.08 TEMPORARY SANITARY FACILITIES
A. Provide temporary sanitary facilities if required during
construction.
1.09 BARRIERS
A. Provide barriers to prevent unauthorized entry to
construction areas to allow for Owner's use of site, and
to protect existing facilities and adjacent properties
from damage from construction operations and demolition.
B. Protect non -owned vehicular traffic, stored materials,
site and structures from damage.
1.10 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.
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SECTION 01500 -2
r
.. 1.11 PROTECTION OF INSTALLED WORK
.- A. Protect instaYled Work'and provide special protection
where specified in individual specification Sections.
�,.. B. 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.
P
i 1.12 SECURITY
A. Coordinate with Owner's security program. This project
is located in a security area where security must be
controlled at all times.
1.13 PARKING
A. There is ample space at or near the jobsite for employee
parking. Care must be taken not to interfere with the
Owner's need for access.
1.14 PROGRESS CLEANING
A. Maintain areas free of waste materials, dust, debris, and
rubbish. Maintain site in a clean and orderly condition.
B. Broom and vacuum clean interior areas prior to start of
surface finishing, and continue cleaning to eliminate
dust. It is extremely important not to allow dust to
infiltrate the equipment in the space if at all possible.
C. Remove waste materials, debris, and rubbish from site
periodically and dispose off -site.
1.15 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary above grade or buried utilities,
equipment, facilities, materials, prior to Substantial
Completion inspection.
B. Clean and repair damage caused by installation or use of
temporary work.
C. Restore existing facilities used during construction to
original condition. Restore permanent facilities used
during construction to specified condition.
r"
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SECTION 01500 -3
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SECTION 01500-4
r-
SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Products.
B. Transportation and handling.
C. Storage and protection.
D. Product options.
E. Substitutions.
1.02 RELATED SECTIONS
A. Section 01400 - Quality Control: Product quality
monitoring.
1.03 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.
1.04 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.
MATERIAL AND EQUIPMENT SECTION 01600 - 1
1.05
STORAGE AND PROTECTION
1.06
1.07
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.
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. Provide 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.
PRODUCT OPTIONS
A. Products Specified by Reference Standards or by
Description Only: Any product meeting 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 Substitutions: Submit a request for
substitution for any manufacturer not named.
SUBSTITUTIONS
A. Architect/Engineer will consider requests for
Substitutions only within 15 days after date established
in Notice to Proceed.
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.
MATERIAL AND EQUIPMENT SECTION 01600 - 2
D. A
request constitutes a representation that the
Contractor*
r'
1.
Has investigated proposed product and determined
that it meets or exceeds the quality level of the
specified product.
r-
2.
Will provide the same warranty for the Substitution
as for the specified product.
`s
3.
Will coordinate installation and make changes to
other Work which may be required for the Work to be
e
complete with no additional cost to Owner.
&'
4.
Waives claims for additional costs or time extension
which may subsequently become apparent.
"
5.
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 or product data
submittals, without separate written request, or when
acceptance will require revision to the Contract
Documents.
F. Substitution Submittal Procedure:
1. Submit three 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.
3. The Engineer 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
MATERIAL AND EQUIPMENT SECTION 01600 - 3
(THIS PAGE LEFT BLANK INTENTIONALLY)
i
SECTION 01700
CONTRACT CLOSEOUT
r
`t
PART
1
GENERAL
1.01
SECTION INCLUDES
A.
Closeout procedures.
B.
Final cleaning.
C.
Adjusting.
7
D.
Project record documents.
t.
E.
Warranties.
s
F.
Spare parts and maintenance materials.
1.02
RELATED SECTIONS
r
A.
Section 01500 - Construction Facilities and Temporary
`
Controls: Progress cleaning.
1.03
CLOSEOUT PROCEDURES
A.
Submit written certification that Contract Documents have
been reviewed, Work has been inspected, and that Work is
complete in accordance with Contract Documents and ready
for Architect/Engineer's inspection.
B.
Provide submittals to Architect/Engineer that are
required by governing or other authorities.
a
C.
Submit final Application for Payment identifying total
adjusted Contract Sum, previous payments, and sum
remaining due.
1.04
FINAL CLEANING
A.
Execute final cleaning prior to final inspection.
°
B.
Clean equipment and fixtures to a sanitary condition.
C.
Clean debris from roofs, gutters, downspouts, and
drainage systems.
r"
D.
Remove waste and surplus materials, rubbish, and
construction facilities from the site.
r-
CONTRACT CLOSEOUT SECTION 01700 - 1
1.05 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth
and unhindered operation.
1.06 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record
documents; record actual revisions to the Work:
1. Contract Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other Modifications to the
Contract.
5. Reviewed shop drawings, product data, and samples.
B. Store Record Documents separate from documents used for
construction.
C. Record information concurrent with construction progress.
D. Specifications: Legibly mark and record at each Product
section description of actual Products installed,
including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings: Legibly mark each
item to record actual construction including:
1. Field changes of dimension and detail.
2. Details not on original Contract Drawings.
F. Delete Architect/Engineer title block and seal from all
documents.
G. Submit documents to Architect/Engineer with claim for
final Application for Payment.
1.07 WARRANTIES
A. Provide duplicate notarized copies.
B. Execute and assemble documents from Subcontractors,
suppliers, and manufacturers.
C. Provide Table of Contents and assemble in three D side
ring binder with durable plastic 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.
CONTRACT CLOSEOUT SECTION 01700 2
1.08
SPARE PARTS AND MAINTENANCE MATERIALS
r'
A.
Provide products, spare parts, maintenance and extra
materials in quantities specified in individual
specification Sections.
r
B.
Deliver to Project site and place in location as
directed; obtain receipt prior to final payment.
PART 2
PRODUCTS
Not
used
r
1
PART 3
EXECUTION
Not
used
to
END OF SECTION
a
r"
i
r
P
t
PIN
r
r
CONTRACT CLOSEOUT SECTION 01700 - 3
(THIS PAGE LEFT BLANK INTENTIONALLY)
SECTION 02072
r MINOR DEMOLITION FOR REMODELING
PART
1
GENERAL
1.01
SECTION INCLUDES
A.
Removal of designated construction.
B.
Refer to items as indicated.
1.02
RELATED SECTIONS
A.
Section 01010 - Summary of Work: Owner's continued
occupancy.
4
B.
Section 01500 - Construction Facilities and Temporary
Controls: Security at Owner occupied areas; Cleanup
during construction.
C.
Section 01700 - Contract Closeout: Project record
documents.
1.03
SUBMITTALS
r
A.
Submit under provisions of Section 01300.
�-
B.
Shop Drawings: Location and construction of temporary
work.
1.04
PROJECT RECORD DOCUMENTS
A.
Submit under --provisions of Section 01700.
1.05
REGULATORY REQUIREMENTS
t
A.
Conform to applicable code for demolition work, safety of
r
structure, dust control and life safety.
B.
Obtain required permits from authorities.
C.
Notify LP & L before starting work and comply with their
requirements.
P,
D.
Do not close or obstruct egress width to exits.
E.
Do not disable or disrupt building fire or life safety
�•
systems without 3 day prior written notice to the Owner.
"
F.
Conform to procedures applicable when discovering
hazardous or contaminated materials.
71,
MINOR DEMOLITION FOR REMODELING SECTION 02072 - 1
1.06 SEQUENCING
A. Sequence work under the provisions of Section 01010.
B. Sequence activities in stages that will minimize
disruption to occupied areas. Coordinate sequencing with
the Owner and obtain written acceptance of the sequencing
plan from the Owner prior to commencing work.
1.07 SCHEDULING
A. Schedule work under the provisions of Section 01300.
B. Schedule work to minimize disruption of occupied areas.
Coordinate work schedule with the Owner.
C. Describe demolition removal procedures and schedule.
D. Perform work between the hours of 8:00 a.m. and 5:00 p.m.
PART 2 PRODUCTS
Not Used
PART 3EXECUTION
3.01 PREPARATION
A. Erect and maintain weatherproof closures for exterior
openings.
B. Erect and maintain temporary partitions to prevent spread
of dust to permit continued use of existing equipment if
necessary, as specified in Section 01010.
C. Protect existing materials and finishes which are not to
be demolished.
D. Prevent movement of structure; provide required bracing
and shoring.
3.02 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.
MINOR DEMOLITION FOR REMODELING SECTION 02072 - 2
r
r
3.03 DEMOLITION
A. Demolish in an orderly and careful manner. Protect
existing supporting structural members and finishes.
B. Except where noted otherwise, remove demolished materials
from site. Do not burn 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.
3.04 SCHEDULES
A. Items to be Removed include:
1. Doors.
2. Roofing.
3. Masonry cut-out for scupper installation.
B. Protect the following materials and equipment:
1. Existing surfaces and finishes.
2. Existing systems.
END OF SECTION
7,
MINOR DEMOLITION FOR REMODELING SECTION 02072 - 3
(THIS PAGE LEFT BLANK INTENTIONALLY)
SECTION 04100
MORTAR
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Mortar for Masonry.
1.02 RELATED WORK
A. Section 01400 - Quality Control: Testing laboratory
services.
B. Section 04300 - Unit Masonry System: Installation of
mortar.
1.03
REFERENCES
A.
ASTM C5 - Quicklime for Structural Purposes.
r
B.
ASTM C91 - Masonry Cement.
r„
C.
ASTM C144 - Aggregate for Masonry Mortar.
a
D.
ASTM C150 - Portland Cement.
E.
ASTM C207 - Hydrated Lime for Masonry Purposes.
F.
ASTM C270 - Mortar for Unit Masonry.
G.
ASTM C387 - Packaged, Dry, Combined Materials, for Mortar
and Concrete.
r-
H.
ASTM C780 - Preconstruction and Construction Evaluation
f
of Mortars for Plain and Reinforced Unit Masonry.
I.
IMIAC - International Masonry Industry All -Weather
Council: Recommended Practices and Guide Specifications
for Cold Weather Masonry Construction.
f
,.
1.04
SUBMITTALS
A.
Submit product data under provisions of Section 01300.
B.
Include design mix, indicate Proportion or Property
method used, required environmental conditions, and
admixture limitations.
C.
Samples: Submit under provisions of Section 01300.
rD.
Samples: Submit two ribbons of mortar color, illustrating
color and color range.
r
d
r
MORTAR SECTION 04100 - 1
E. Submit test reports under provisions of Section 01400.
F. Submit test reports on mortar indicating conformance to
ASTM C270.
G. Submit manufacturer's certificate under provisions of
Section 01400 that products meet or exceed specified
requirements.
H. Submit premix mortar manufacturer's installation
instructions under provisions of Section 01300.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section
01600.
B. Store and protect products under provisions of Section
01600.
C. Maintain packaged materials clean, dry, and protected
against dampness, freezing, and foreign matter.
1.06 ENVIRONMENTAL REQUIREMENTS
A. Cold Weather Requirements: IMIAC - Recommended Practices
and Guide Specifications for Cold Weather Masonry
Construction.
1.07 MIX TESTS
A. Test mortar in accordance with Section 01400.
B. Testing of Mortar Mix: In accordance with ASTM C780.
C. Test mortar mix for compressive strength.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Atlas Minerals & Chemicals.
B. Gifford -Hill.
C. Southern Grouts & Mortars.
D. Substitutions: Under provisions of Section 01600.
2.02 MATERIALS
A. Portland Cement: ASTM C150, Type I, gray color.
B. Masonry Cement: ASTM C91, Type M.
MORTAR SECTION 04100 - 2
C. Mortar Aggregate: ASTM C144, standard masonry type.
r D. Hydrated Limes ASTM C207, Type S.
I
E. Quicklime: ASTM C5, non -hydraulic type.
F. Premix Mortar: ASTM C387, using gray cement, High -Early
strength.
G. Water: Clean and potable.
2.03 MORTAR COLOR
A. Mortar Color: Mineral oxide pigment; color as selected by
` Architect.
2.04
ADMIXTURES
A.
Plasticizer: Water reducing type which reduces porosity
and absorption to increase bond strength.
B.
Water Repellent: Liquid type.
I^
2.05
MORTAR MIXES
A.
Mortar for Non -load Bearing Walls and Partitions: ASTM
r-
C270, Type S using the Property Method.
B.
Pointing Mortar: ASTM C270, Type S, using the Property
r"
k
Method.
2.06
MORTAR MIXING
r
A.
Thoroughly mix mortar ingredients in quantities needed
for immediate use in accordance with ASTM C270.
B.
Add mortar color and admixtures in accordance with
E
manufacturer's instructions. Provide uniformity of mix
and coloration.
rC.
Do not use anti -freeze compounds to lower the freezing
point of mortar.
D.
If water is lost by evaporation, retemper only within two
hours of mixing.
rE.
Use mortar within two hours after mixing at temperatures
4.
of 80 degrees F, or two -and -one-half hours at
temperatures under 50 degrees F.
MORTAR SECTION.04100 - 3
PART 3 EXECUTION
3.01 EXAMINATION
A. Request inspection of spaces to be grouted.
3.02 INSTALLATION
A. Install mortar to requirements of the specific masonry
Section.
END OF SECTION
MORTAR SECTION 04100 - 4
SECTION 04300
r" UNIT MASONRY SYSTEM
1.
r
a
PART
1
GENERAL
1.01
SECTION INCLUDES
A.
Masonry brick units.
B.
Accessories.
1,
1.02
RELATED SECTIONS
A.
Section 01400 - Quality Control: Testing laboratory
services.
Section 04100 - Mortar: Mortar and grout.
rB.
`
1.03
REFERENCES
PM
A.
ANSI/ASTM C216 - Facing Brick (Solid Masonry Units Made
From Clay or Shale).
1.04
SUBMITTALS
A.
Submit product data under provisions of Section 01300.
P
l
B.
Submit product data for brick masonry units.
C.
Submit samples under provisions of Section 01300.
D.
Submit four samples of face brick units to illustrate
'
color, texture and extremes of color range.
I
E.
Submit manufacturer's certificate under provisions of
Section 01400 that products meet or exceed specified
requirements.
F.
Submit manufacturer's installation instructions under
provisions of Section 01300.
1.05
QUALIFICATIONS
A.
Installer; Company specializing in performing the work of
this Section with minimum five experience.
years
1.06
DELIVERY, STORAGE, AND HANDLING
A.
Deliver products to site under provisions of Section
01600.
B.
Store and protect products under provisions of Section
"
01600.
Flo
L.
UNIT
MASONRY SYSTEM SECTION 04300 - 1
C. Accept brick units on site. Inspect for damage.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Maintain materials and surrounding air temperature to
minimum 50 degrees F prior to, during, and 48 hours after
completion of masonry work. --
1.08 SEQUENCING AND SCHEDULING
A. Coordinate work under provisions of Section 01041.
PART 2 PRODUCTS
2.01 MANUFACTURERS - BRICK UNITS
A. Summit Brick Company.
B. Henderson Brick Company.
C. Substitutions: Under provisions of Section 01600.
2.02 BRICK UNITS
A. Face Brick: ANSI/ASTM C216, Type FBS, Grade SW; finish
and color to match the chocolate colored brick on the
existing building's blend of brick.
B. . Brick Masonry Units: Size to match the existing face
brick.
2.03 ACCESSORIES
A. Cleaning Solutions: Non -acidic, not harmful to masonry
work or adjacent materials.
B. Continuous ladder type reinforcing equal to AA Wire
Products, #AA500 Blok-Lok.
PART 3 EXECUTION
3.01 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. Beginning of installation means installer accepts
existing conditions.
UNIT MASONRY SYSTEM - SECTION 04300 - 2
3.02 COURSING
j' A. Establish lines, levels, and coursing to match the
existing. Protect from displacement.
r•• B. Maintain masonry courses to uniform dimension. Form
I vertical and horizontal joints of uniform thickness.
C. Lay brick units in running bond. Course three brick
units and three mortar joints to equal 8 inches or to
match existing if different. Form concave mortar joints.
3.03 PLACING AND BONDING
A. Lay solid masonry units in full bed of mortar, with full
head joints, uniformly jointed with other work.
B. Lay hollow masonry units with face shell bedding on head
and bed joints.
C. Buttering corners of joints or excessive furrowing of
mortar joints are not permitted.
D. Remove excess mortar as Work progresses.
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 jobsite cutting of masonry units with proper
tools to provide straight, clean, unchipped edges.
Prevent broken masonry unit corners or edges.
G. Do not tooth into the existing brick jambs. Fill in only
within the existing masonry openings.
3.04 REINFORCEMENT AND ANCHORAGES - VENEER MASONRY
A. Install horizontal joint reinforcement 16 inches oc and
tie to the existing jamb masonry.
3.05 TOLERANCES
A. Maximum Variation From Unit to Adjacent Unit: 1/32 inch.
B. Maximum Variation From Plane of Wall: 1/8 inch from jamb
to jamb.
C. Maximum Variation From Level Coursing: 1/8 inch in 3
feet.
D. Maximum Variation of Joint Thickness: 1/8 inch in 3 feet.
r
UNIT MASONRY SYSTEM SECTION 04300 - 3
3.06
A.
B.
C.
D.
E.
3.07
A.
B.
3.08
A.
CLEANING
Clean work under provisions of Section 01700.
Remove excess mortar and mortar smears.
Replace defective mortar. Match adjacent work.
Clean soiled surfaces with cleaning solution.
Use non-metallic tools in cleaning operations.
PROTECTION OF FINISHED WORK
Protect finished installation under provisions of Section
01500.
Without damaging completed work, provide protective
boards at exposed external corners which may be damaged
by construction activities.
SCHEDULE OF MASONRY WORK
Existing window sash and glass to remain in place. Fill
in the exterior with brick flush with the existing
exterior brick surface. Openings are as follows:
1. Six openings at 41 inches wide by 49 inches
high.
2. One opening at 44 1/2 inches wide by 49 inches
high.
3. Three openings at 45 1/2 inches wide by 49
inches high.
END OF SECTION
UNIT MASONRY SYSTEM SECTION 04300 - 4
C'
7
L.
SECTION 06200
FINISH CARPENTRY
PART
1
GENERAL
1..01
SECTION.INCLUDES
A.
Finish carpentry items.
B.
Refer to schedule at end of this Section.
1.02
REFERENCES
A.
AWI - Quality Standards.
B.
PS 1 - Construction and Industrial Hardwood.
C.
UL - Underwriters Laboratories.
1.03
REGULATORY REQUIREMENTS
A.
Conform to applicable code for fire retardant
requirements.
1.04
DELIVERY, STORAGE, AND HANDLING
A.
Deliver products to site under provisions of Section
01600.
B.
Store and protect products under provisions of Section
01600.
C.
Store materials in ventilated, interior locations under
constant minimum temperatures of 60 degrees F and maximum
relative humidity of 55 percent.
PART
2
PRODUCTS
2.01
SHEET MATERIALS
A.
Softwood Plywood: PS 1; Standard Sheathing Grade, Group
1, Appearance Quality. Pine species, with face veneer of
rotary cut grain.
2.02
ACCESSORIES
A.
Bolts, Nuts, Washers, Blind Fasteners, Lags, and Screws:
Size and type to suit application; galvanized finish.
B.
Primer: Reference Section 09900 - Painting.
FINISH CARPENTRY
SECTION.06200 - 1
2.03 SHOP TREATMENT OF WOOD MATERIALS
A. Brush apply wood materials requiring UL fire rating.
B. Provide UL approved identification on fire retardant
treated material.
C. Deliver fire retardant treated materials cut to required
sizes. Minimize field cutting.
2.04 FINISHING
A. Reference Section 09900 - Painting.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that openings are ready to receive work and field
measurements are as shown on drawings.
B. Beginning of installation means acceptance of existing
conditions.
3.02 INSTALLATION
A. Install work in accordance with AWI Custom quality
standard.
B. Set and secure materials and components in place, plumb
and level.
C. Install plywood over window openings with bolts in
expansion sleeves at 16 inches on center.
3.03 SITE TREATMENT OF WOOD MATERIALS
A. Verify that materials requiring paint finish do not
exceed 12 percent moisture content before applying fire
retardant treatment.
3.04 PROTECTION
A. Protect finished installation under provisions of Section
01500.
3.05 SCHEDULE
A. Interior:
1. Plywood to be installed over all windows openings as
shown on the drawings.
END OF SECTION
FINISH CARPENTRY � SECTION 06200 - 2
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Batt insulation in window opening construction.
1.02 RELATED SECTIONS
A. Section 06200 - Finish Carpentry.
1.03 REFERENCES
A. ASTM C665 - Mineral Fiber,Blanket Thermal Insulation for
Light Frame Construction and Manufactured Housing.
B. FS HH-I-558 Insulation, Blocks, Boards, Blankets,
Felts, Sleeving (Pipe and Tube Covering), and Pipe
Fitting Covering, Thermal (Mineral Fiber, Industrial
Type).
1.04 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide data on product characteristics,
performance criteria, and limitations.
C. Manufacturer's Certificate: Certify that products meet
or exceed specified requirements.
1.05 COORDINATION
A. Coordinate Work under provisions of Section 01039.
PART 2 PRODUCTS
2.01 MANUFACTURERS - INSULATION MATERIALS
A. Owings -Corning Fiberglass Corp.: Product; Batt
Insulation.
B. Certain -Teed Products Corp.: Product; Batt Insulation.
C. Manville Building Materials: Product; Batt Insulation.
D. Substitutions: Under provisions of Section 01600.
BATT'AND BLANKET INSULATION SECTION 07213 - 1
2.02 MATERIALS
A. Batt Insulation (Wall Construction): FS HH-I-558; ASTM
C665; preformed glass fiber batt conforming to the
following:
1. Thermal Resistance: R-11.
2. Thickness: 3 1/211.
3. Batt Size: Manufacturer's Standard Lengths and
Widths as required to coordinate with spaces to be
insulated.
4. Facing: Kraft.
5. Composition: Inorganic glass fibers.
PART
3
EXECUTION
3.01
EXAMINATION
A.
Verify site conditions under provisions of
Section 01039.
B.
Verify that substrate, adjacent materials,
and insulation
are dry and ready to receive insulation.
3.02
INSTALLATION
A.
Install batt insulation in accordance with
insulation
manufacturer's instructions.
B.
Install in window openings without gaps or
voids.
C.
Trim insulation neatly to fit spaces.
D.
Fit insulation tight in spaces and tight to existing
jambs. Leave no gaps or voids.
3.03
SCHEDULES
A.
Wall insulation at window openings: Thermal
batt
insulation.
END OF SECTION 07213
BATT AND BLANKE71NSULATION SECTION 07213 - 2
SECTION 07514
BUILT-UP ASPHALT ROOFING
i
PART
1
GENERAL
1.01
SECTION INCLUDES
A.
Insulation, membrane roofing, gravel, base flashings, roofing
membrane, and cant strips.
1.02
RELATED SECTIONS
x
A.
Section 02072 - Minor Demolition for Remodeling: Roofing
,.,
Demolition.
t
B.
Section 07565 - Preparation for Re -Roofing: Roofing Demolition.
C.
Section 07620 - Sheet Metal Flashing and Trim: Counter flashing
and Coping.
1.03
REFERENCES
A.
ASTM C1013 - Membrane Faced Rigid Cellular Polyurethane Roo
g y f
Insulation.
B.
ASTM D312 - Asphalt Used in Roofing.
C.
ASTM D1863 - Mineral Aggregate for Use on Built -Up Roofs.
L,
D.
ASTM D2178 - Asphalt Glass Felt Used in Roofing and
Waterproofing.
E.
ASTM D2822 - Asphalt,Roof Cement.
F.
ASTM D3672 - Venting Asphalt -Saturated and Coated Inorganic Felt
'-
Base Sheet Used in Roofing.
G.
FM (Factory Mutual) - Roof Assembly Classifications.
H.
UL (Underwriters Laboratories, Inc.) - Fire Hazard
0"
Classifications.
r
6"
1.04
SYSTEM DESCRIPTION
rA.
Built-up Roofing System: Four ply asphalt membrane system with
insulation, and aggregate surfacing finish.
1.05
SUBMITTALS
A.
Submit under provisions of Section 01300.
r
B.
Product Data: Provide data indicating membrane and bitumen
materials, base flashing materials, and insulation.
C.
Submit two,:sample 1 lb containers of roofing aggregate.
BUILT-UP ASPHALT ROOFING SECTION 07514 - 1
D. Manufacturer's Installation Instructions: Indicate special
procedures and perimeter conditions requiring special attention.
E. Manufacturer's Certificate: Certify that Products meet or exceed
specified requirements.
F. Manufacturer's Field Reports: Submit under provisions of Section
01400:
1. Indicate procedures followed; ambient temperatures,
humidity, wind velocity during application, and
supplementary instructions given.
1.06 QUALITY ASSURANCE
A. Perform Work in accordance with manufacturer's instructions.
B. Maintain one copy of document on site.
1.07 QUALIFICATIONS —
A. Manufacturer: Company specializing in manufacturing the Products
specified in this section with minimum five years documented.
experience.
B. Applicator:. Company specializing in performing the work of this
section with minimum three years documented experience and
approved by manufacturer.
1.08 REGULATORY REQUIREMENTS
A. Conform to applicable code for roof assembly fire hazard
requirements.
B. UL: Class A Fire Hazard Classification.
1.09 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site under
provisions of Section 01600.
B. Deliver products in manufacturer's original containers, dry,
undamaged, with seals and labels intact.
C. Store products in weather protected environment, clear of ground
and moisture.
D. Protect foam insulation from direct exposure to sunlight.
1.10 ENVIRONMENTAL REQUIREMENTS
A. Do not apply roofing membrane during unsuitable weather when
ambient temperature is below 40 degrees F.
B. Do not apply.roofing membrane to damp or frozen deck surface or
when precipitation is occurring.
BUILT-UP ASPHALT ROOFING SECTION 07514 - 2
PM
C. Do not expose materials vulnerable to water or sun damage in
quantities greater than ean'be�weatherproofed the same day.
L 1.11 COORDINATION
A. Coordinate work under provisions of Section 01039.
B. Coordinate the work with installation of associated counter
flashings installed by other sections as the work of this section
proceeds.
1.12 WARRANTY
A. Provide ten year manufacturer's warranty under provisions of
Section 01700.
B. Warranty: Cover damage to building resulting from failure to
prevent penetration of water.
PART 2 PRODUCTS
2.01 MANUFACTURERS - SHEET AND BITUMEN MATERIALS
A. Manville Four -Ply Gravel surfaced Fiber Glass Built -Up Roof
System.
B. Substitutions: Under provisions of Section 01600: Any other
brand with the proper qualifications, equal roofing and ten year
warranty will be acceptable
2.02 SHEET MATERIALS
A. Glass Fiber Felts: ASTM D2178, Type IV.
B. Base Sheet: ASTM D3672, Type II, vented asphalt saturated and
coated inorganic base sheet, with coarse mineral surfacing on one
side equal to Manville "Ventsulation".
2.03 BITUMINOUS MATERIALS
A. Asphalt Bitumen: ASTM D312, Type III.
B. Plastic Cement: ASTM D2822 Type II, cutback asphalt type.
2.04 INSULATION
A. Manufacturers:
1. Manville.
2. Celotex.
3. Amoco Foam Products.
B. Insulation: ASTM C1013, isocyanurate foam rigid board, both
faces finished with glass fiber treated kraft paper, with the
following characteristics and equal to UltraGard Gold High
Thermal Roof Insulation by Manville:
r
r
EL BUILT-UP ASPHALT ROOFING SECTION 07514 - 3
1. Board Size 4 foot by 4 foot
2. Board Thickness 1.45 inch
3. Thermal Conductivity Minimum R-Value of 9.09
4. Board Edges Square
2.05 FLASHINGS
A. Flexible Flashings: Equal to G1asPly Premier Premium Fiber Glass
Ply Felt manufactured by Manville.
2.06 ROOF SURFACING
A. Aggregate: ASTM D1863; sound, hard roofer's pea gravel; spread
at the rate of 400 lbs. per square.
2.07 CANTS
A. Fiber Cant and Tapered Edge Strips: Asphalt impregnated wood
fiberboard, preformed to 45 degree angle. Install only where
needed as some of the existing cants may be concrete.
2.08 ACCESSORIES
A. Insulation Joint Tape: Asphalt treated glass fiber reinforced; 6
inches wide; self adhering.
B. Insulation Fasteners: Appropriate for purpose intended and
approved by Factory Mutual and system manufacturer; length
required for thickness of insulation material and penetration of -�
deck substrate.
C. Roofing Nails: Galvanized, hot dipped type, size and
configuration as required to suit application.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces and site conditions are ready to receive
work.
B. Verify deck is supported and secure.
C. Verify deck is clean and smooth, flat, free of depressions,
waves, or projections, properly sloped to drains and suitable for
installation of roof system.
D. Verify deck surfaces are dry and free of snow or ice.
E. Confirm dry deck by moisture meter with 12 percent moisture
maximum.
.F. Verify penetrations through roof (if any) are solidly set, and
wood cant strips are in place.
BUILT-UP ASPHALT ROOFING SECTION 07514 4
3.02 INSULATION APPLICATION.(NAILABLE DECKS ON NORTH AND SOUTH ENDS)
A. Apply one layer of Ventsulation or equal starting at the low edge
and lapping each course 2" over the preceding one. Nail the laps
at 9" centers and down the longitudinal center of each felt nail
two rows of nails with the rows spaced approximately 11" apart
and nails staggered on approximately 18" centers. Use nails or
fasteners appropriate to the type of deck.
t` B. Firmly set the units of insulation, long joints continuous and
short joints staggered, into a full width mopping of hot (within
25 degrees F of the EVT) asphalt applied at an approximate rate
of 23 lbs . per square.
C. When applying a second layer of insulation, have both the long
�,. and short joints offset from the joints in the first layer.
D. Before application of the roofing, the projecting felt at all
vertical surfaces and edges shall be turned over and solidly
mopped to the insulation. The insulation shall not be left
exposed to the weather. No more insulation shall be applied than
can be completely covered with the finished membrane on the same
day.
E. Tape joints of insulation in accordance with insulation
manufacturer's instructions.
3.03 INSULATION APPLICATION (NON-NAILABLE DECK AT CENTER OF BUILDING)
A. Firmly set the units of insulation, long joints continuous and
short joints staggered, into a full width mopping of hot (within
25 degrees F of the EVT) asphalt applied at an approximate rate
of 33 lbs. per square.
B. When applying a second layer of insulation, have both the long
and short joints offset from the joints in the first layer.
C. Before application of the roofing, the projecting felt at all
vertical surfaces and edges shall be turned over and solidly
mopped to the insulation. The insulation shall not be left
exposed to the weather. No more insulation shall be applied than
can be completely covered with the finished membrane on the same
day.
D. Tape joints of insulation in accordance with insulation
manufacturer's instructions.
3.04 MEMBRANE APPLICATION
A. Using G1asPly Premier by Manville or equal, start with a piece 9"
wide, then over that, one 18" wide, then over that, one.27" wide,
f then over all three, a full width piece. The following felts are
to be applied full width, overlapping the preceding felts by 27
1/2" so that at least 4 plies of felt cover the substrate at all
locations. Install each felt so that it is firmly and uniformly
set, without voids, into the hot asphalt (within 25 degrees F of
BUILT-UP ASPHALT ROOFING SECTION 07514 - 5
the EVT) applied just before the felt at a nominal rate of 23
lbs. per square over the entire surface. When installed over
insulations, more or less than 23 lbs per square of roofing
bitumen may be needed due to the absorbency of the insulation.
B. Asphalt should meet the requirements established in'ASTM D312.
Never heat the asphalt above the Flash Point. Heating above the
Finished Blowing Temperature should be strictly regulated and
never allowed for more than 4 hours, to preclude asphalt
degradation.
3.05 FLASHINGS AND ACCESSORIES
A. Apply flexible base flashings to seal membrane to vertical
elements.
B. Coordinate installation of roof scuppers and related flashings.
C. Mop in and seal flashings and flanges of items penetrating
membrane with two plies of felt.
3.06 AGGREGATE SURFACING
A. Apply uniform flood coat of bitumen at rate of 60 lb/square and
while hot, embed a single application of roofing aggregate at
rate of 400 - 500 lb/square.
B. Evenly distribute aggregate and ensure bond with flood coat.
Extend aggregate to bottom edge of cant strips.
3.07 1 FIELD QUALITY CONTROL
A. Field inspection will be performed under provisions of Section
01410.
B. Correct identified defects or irregularities.
3.08 CLEANING
A. Remove bituminous markings from finished surfaces.
B. In areas where finished surfaces are soiled by bitumen or any
other source of soiling caused�by work of this section, consult
manufacturer of surfaces for cleaning advice and conform to their
documented instructions.
C. Repair or replace defaced or disfigured finishes caused by work
of this section.
3.09 PROTECTION OF FINISHED WORK
A. Where traffic must continue over finished roof membrane, protect
surfaces.
END OF SECTION
BUILT-UP ASPHALT ROOFING SECTION 07514 - 6
SECTION 07565
r" PREPARATION FOR RE -ROOFING
.-
PART 1
GENERAL
1.01
SECTION INCLUDES
A.
Removal of existing roofing covering in preparation fora new
roof membrane system.
a
1.02
RELATED SECTIONS
A.
Section 02072 - Minor Demolition For Remodelling.
B.
Section 07514 - Built -Up Asphalt Bituminous Roofing.
1.03
SYSTEM DESCRIPTION
i
t
A.
All Roof Areas: Remove existing roofing gravel, perimeter
fleshings, base flashings, counter flashings, roofing membrane,
r-
i
and insulation, if any.
1.04
QUALIFICATIONS
A.
Materials Removal Firm: Company specializing in performing the
work of this Section with minimum five years documented
experience.
1.05
ENVIRONMENTAL REQUIREMENTS
A.
Do not remove existing roofing membrane when weather conditions
threaten the integrity of the building contents or intended
continued occupancy.
B.
Maintain continuous temporary protection during and prior to
°
installation of new roofing system.
r-
1.06
SCHEDULING
A.
Schedule work under the provisions of Section 01300.
B.
Schedule work to coincide with commencement of installation of
new roofing system.
r
C.
Remove only existing roofing materials that can be replaced with
new materials as the weather will permit.
1.07
COORDINATION
A.
Coordinate work under provisions of Section 01039.
PREPARATION FOR RE -ROOFING SECTION 07565 - 1
PART 2 PRODUCTS
2.01 MATERIALS
rZ
PART 3
3.01
A.
B.
3.02
A.
3.03
A.
B.
Temporary Protection: Sheet polyethylene.
retain sheeting in position.
EXECUTION
EXAMINATION
Provide weights to
Verify existing site conditions under provisions of Section
01039.
Verify that existing roof surface is clear and ready for work of
this Section.
PREPARATION
Sweep roof surface clean of loose matter. Remove loose refuse
and dispose off site.
MATERIALS REMOVAL
Remove metal counter flashings.
Scrape roofing gravel from membrane surface.
C. Remove roofing membrane, perimeter base flashings, flashings
around roof protrusions (if any), pitch pans and pockets.
D. Remove insulation and fasteners (if any), cant strips, and
blocking, if any.
E. Remove sheathing paper and/or underlay to expose deck surfaces.
F. Repair existing concrete and poured gypsum deck surface to
provide smooth working surface for new roof system.
3.04 TEMPORARY PROTECTION
A. Protect finished Work under provisions of Section 01500.
B. Provide temporary protective sheeting over uncovered deck
surfaces.
C. Turn sheeting up and over parapets and curbing. Retain sheeting
in position with weights.
D. Provide for surface drainage from sheeting to existing drainage
facilities.
E. Do not permit traffic over unprotected or repaired deck surface.
PREPARATION FOR RE -ROOFING ISECTION 07565 - 2
3.05 FIELD QUALITY CONTROL
A. Field inspection will be performed under provisions of Section
01400.
3.06 SCHEDULES
A. Entire Roof: Remove flashings, gravel, membrane and underlayment
in preparation for new built-up asphalt bituminous roof system
specified in Section 07514.
END OF SECTION
PREPARATION FOR RE -ROOFING SECTION 07565 - 3
(THIS PAGE LEFT BLANK INTENTIONALLY)
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SECTION 07620
r SHEET METAL FLASHING AND TRIM
u.
f•
PART
1
GENERAL
1.01
WORK INCLUDED
A.
Parapet coping flashings.
B.
Scupper Liner
i
1.02
RELATED WORK
A.
Section 07514 - Built -Up Asphalt Bituminous Roofing:
Roofing.
B.
Section 07631 - Downspouts.
C.
Section 07900 - Joint Sealers.
r
1.03
REFERENCES
f
A.
ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the
Hot -Dip Process.
r
B.
ASTM D266 - Asphalt -Saturated Organic Felt Used in
Roofing and Waterproofing.
r
C.
FS 0-F-506 - Flux, Soldering, Paste and Liquid.
D.
FS QQ-S-571 - Solder, Tin Alloy.
E.
FS SS-C-153-- Cement, Bituminous, Plastic.
F.
SMACNA - Architectural Sheet Metal Manual.
k i
1.04
SYSTEM DESCRIPTION
r
j
A.
Work of this Section is to physically protect membrane
roofing, base flashings, and concrete parapets from
damage that would permit water leakage to building
interior.
1.05
QUALITY ASSURANCE
A.
Applicator: Company specializing in sheet metal flashing
work with three years minimum experience.
1.06
SUBMITTALS
A.
Submit shop drawings and product data under provisions of
Section 01300.
f
SHEET METAL FLASHING AND TRIM SECTION 07620 - 1
B. Describe material profile, jointing pattern, jointing
details, fastening methods, and installation details.
C. Submit manufacturer's installation instructions under
provisions of Section 01300.
D. Submit samples under provisions of Section 01300.
E. Provide sample of metal flashing illustrating typical
seam, junction to vertical dissimilar surface, material,
and finish.
1.07 STORAGE AND HANDLING
A. Store products under provisions of Section 01600.
B. Stack preformed and prefinished material to prevent
twisting, bending, or abrasion, and to provide
ventilation.
C. Prevent contact with materials during storage which may
cause discoloration, staining, or damage.
PART 2
2.01
A.
PRODUCTS
MANUFACTURERS
MM Systems Corporation for parapet cap flashing.
B. Other manufacturers for galvanized steel sheet metal
flashings.
2.02 SHEET MATERIALS
A. Pre -coated galvanized steel: ASTM A525, G90; 24 gage core
steel, shop pre -coated with Kynar 500 type or equal
coating of selected color for parapet coping.
B. Galvanized Steel: ASTM A525, G90; 22 gage core steel for
scupper liner.
2.03 ACCESSORIES
A. Fasteners (if necessary): Galvanized steel with soft
neoprene washers at exposed fasteners, colored to match'
pre -coated steel where exposed to exterior view at
parapet.
B. Underlayment: ASTM D266; No. 15 asphalt saturated roofing
felt.
C. Protective Backing Paint: Zinc chromate alkyd.
__ D. Slip Sheet: Rosin sized building paper.
SHEET METAL FLASHING AND TRIM SECTION 07620 - 2
E.. Sealant: As specified in Section 07900.
F. Bedding Compound: Rubber -asphalt.
G. Plastic Cement: FS SS-C-153, Type I -asphaltic base
cement.
H. Solder: FS QQ-S-571.
I. Flux: FS 0-7-506.
2.04 FABRICATION
A. Form sections true to shape, accurate in size, square,
and free from distortion or defects.
B. Fabricate cleats and starter strips of same material as
sheet, minimum 4 inches wide, interlockable with sheet.
C. Form pieces in longest practical lengths.
D. Hem exposed edges on underside 1/2 inch; miter and seam
corners.
E. Form material with flat lock seam.
F. Solder and seal metal joints. After soldering, remove
flux. Wipe and wash solder joints clean.
G. Fabricate corners from one piece with minimum 18 inch
long legs; seam for rigidity, seal with sealant.
H. Fabricate vertical faces with bottom edge formed outward
1/4 inch and hemmed to form drip.
2.05 FINISH
A. Shop prepare and prime exposed ferrous metal surfaces.
B. Backpaint concealed metal surfaces with protective
backing paint to a minimum dry film thickness of 15 mil.
C. Touch up pre -finished coping as required.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify membrane termination and base flashings are in
place, sealed, and secure.
B. Beginning of installation means acceptance of existing
conditions.
SHEET METAL FLASHING AND TRIM SECTION 07620 - 3
3.02 PREPARATION
A. Field measure site conditions prior to fabricating work.
B. Install starter and edge strips, and cleats before
starting installation.
C. Secure flashings in place using concealed fasteners. Use
exposed fasteners only in locations approved by
Architect/Engineer.
D. Lap and seal all joints.
E. Apply plastic cement compound between metal flashings and
felt flashings.
F. Fit flashings tight in place. Make.corners square,
surfaces true and straight in planes, and lines accurate
to profiles.
G. Solder metal joints watertight for full metal surface
contact. After soldering, wash metal clean with
neutralizing solution and rinse with water.
H. Seal metal joints watertight.
3.03 INSTALLATION
A. Conform to drawing details included in SMACNA manual and
as recommended by roofing material manufacturer.
END OF SECTION
SHEET METAL FLASHING AND TRIM SECTION 07620 - 4
Flo
PART 1
GENERAL
1.01
SECTION INCLUDES
fA.
Precoated galvanized steel downspouts.
1.02
RELATED SECTIONS
f"
A.
Section 07620 - Sheet Metal Flashing and Trim.
r
B.
Section 09900 - Painting: Field painting of metal surfaces.
1.03
REFERENCES
A.
SMACNA - Architectural Sheet Metal Manual.
1.04
SUBMITTALS
r
'
A.
Submit product data under provisions of Section 01300.
r
1
B.
Indicate on shop drawings; general construction, configurations,
jointing methods and locations, fastening methods, locations, and
installation details.
C.
Provide product data on prefabricated components.
D.
Submit manufacturer's installation instructions under provisions
of Section 01300.
1.05
QUALITY ASSURANCE -
A.
Conform to SMACNA Manual Drawings for nominal sizing of
components for rainfall intensity determined by a storm
occurrence of 1 in 5 years.
1.06
DELIVERY, STORAGE, AND HANDLING
.-
A.
Deliver products to site under provisions of Section 01600.
B.
Store and protect products under provisions of Section 01600.
C.
Stack preformed and prefinished material to prevent twisting,
bending, or abrasion, and to aid ventilation. Slope to drain.
!'
D.
Prevent contact with materials during storage which may cause
f
discoloration, staining, or damage.
r�-
r
DOWNSPOUTS SECTION 07631 - 1
PART
2
PRODUCTS
2.01
MATERIALS
A.
Galvanized Steel Sheet Downspout: 22 gage thick; shop precoated
with two coat acrylic coating of selected color.
2.03
COMPONENTS
A.
Downspouts: Rectangular 6 inch x 4 inch profile.
B.
Downspout Outlets, Downspout Straps, Support Brackets, Joint
Fasteners, Down Spout Strainers, and Downspout Header: Profiled
to suit downspouts.
2.04
ACCESSORIES
A.
Anchorage Devices: SMACNA requirements.
B.
Downspout Supports: Straps.
C.
Protective Backing Paint: Zinc chromate alkyd.
2.05
FABRICATION
A.
Form downspouts of profiles and size to SMACNA requirements.
B.
Field measure site conditions prior to fabricating work.
C.
Fabricate with required connection pieces.
D.
Form sections square, true, and accurate in site, in maximum
possible lengths and free of distortion or defects detrimental
to appearance or performance. Allow for expansion at joints.
E.
Hem exposed edges of metal.
F.
Fabricate gutter and downspout accessories; seal watertight.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work and conditions are
as indicated on drawings.
B. Beginning of installation means acceptance of existing
conditions.
DOWNSPOUTS I.SECTION 07631 2
!`
3.02
INSTALLATION
1"
A.
Install downspouts, and accessories
in accordance with
{
manufacturer's instructions.
�••
B.
Join lengths with formed seams sealed
watertight.
4
C.
Apply bituminous protective backing
on surfaces in contact with
dissimilar materials.
D.
Seal metal joints watertight.
3.03
SCHEDULE
A.
Three downspouts on the east side of
the building.
F
END OF SECTION
C
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POO
!ram
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DOWNSPOUTS SECTION
07631 - 3
(THIS PAGE LEFT BLANK INTENTIONALLY)
SECTION 07900
JOINT SEALERS
PART 1
GENERAL
1.01
SECTION INCLUDES
A.
Preparing sealant substrate surfaces.
B.
Sealant and backing.
1.02
RELATED SECTIONS
A.
Section 07620 - Sheet Metal Flashing and Trim: Sealants
used in conjunction with sheet metal flashing.
1.03
REFERENCES
A.
ANSI/ASTM D1056 - Flexible Cellular Materials - Sponge or
Expanded Rubber.
B.
FS TT-S-001657 - Sealing Compound, Single Component,
Butyl Rubber Based, solvent Release Type.
C.
FS TT-S-00230 - Sealing Compound: Elastomeric Type,
Single Component.
1.04
SUBMITTALS
A.
Submit product data under provisions of Section 01300.
B.
Submit product data indicating sealant chemical
characteristics, performance criteria, limitations, color
and availability
C.
Submit samples under provisions of Section 01300.
D.
Submit two samples 2 x 6 inches in size illustrating
colors selected.
E.
Submit manufacturer's installation instructions under
provisions of Section 01300.
F.
Submit manufacturer's certificate under provisions of
Section 01400 that products meet or exceed specified
requirements.
1.05
QUALITY ASSURANCE
A.
Manufacturer: Company specializing in manufacturing the
products specified in this Section with minimum three
years documented experience.
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7
JOINT SEALERS SECTION 07900 - 1
B. Applicator: Company specializing in applying the work of
this Section with minimum three years documented
experience.
C. Conform to Sealant and Waterproofers Institute
requirements for materials and installation.
1.06 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.
1.07 SEQUENCING AND SCHEDULING
A. Coordinate the work of this Section with all Sections
referencing this Section.
1.08 WARRANTY
A. Provide three year warranty under provisions of Section
.01700.
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
2.01 SEALANTS
A. Polyurethane Sealant: FS TT-S-00230, Type II non -sag,
Class A; color; as selected; manufactured by Pecora or
Dap.
B. Butyl Sealant: FS TT-S-001657, black color; as
manufactured by Pecora or Dap.
2.02 ACCESSORIES
A. Primer: Non -staining type, recommended by sealant
manufacturer to suit application.
B. Joint Cleaner: Non -corrosive and non -staining type,
recommended by sealant manufacturer; compatible with
joint forming materials.
C. Joint Backing: ANSI/ASTM D1056; round, closed cell
polyethylene foam rod; oversized 30 to 50 percent larger
than joint width.
JOINT 'SEALERS SECTION 07900 - 2
D. Bond Breaker: Pressure sensitive tape recommended by
sealant manufacturer to suit application.
PART 3 EXECUTION
3.01 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 surfaces and substrate.
3.02 PREPARATION
A. Clean and prime joints in accordance with manufacturer's
instructions.
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 sealants.
E. Protect elements surrounding the work of this Section
from damage or disfiguration.
3.03 INSTALLATION
A. Perform installation in accordance with ASTM C804 for
solvent release 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.
JOINT SEALERS SECTION 07900 - 3
3.04
3.05
3.06
CLEANING AND REPAIRING
A.
Clean work under provisions of Section
01700.
B.
Clean adjacent soiled surfaces.
C.
Repair or replace defaced or disfigured
finishes caused
by work of this Section.
PROTECTION OF FINISHED WORK
A.
Protect finished installation under provisions of Section
01500.
B.
Protect sealants until cured.
SCHEDULE
Location Type
Color
A.
Door Frame/Walls Polyurethane
White
B.
Under Thresholds Butyl
Black
C
Flashing Seams Butyl
Black
D.
Masonry Wall Polyurethane
Match
Masonry
END OF SECTION
JOINT SEALERS
SECTION 07900 4
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..SECTION 08111
STANDARD STEEL DOORS
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PART
1
GENERAL
1.01
SECTION INCLUDES
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A.
Non -rated steel doors.
1.02
RELATED SECTIONS
A.
Section 08712 - Door Hardware.
B.
Section 09900 - Painting: Field painting of doors.
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1.03
REFERENCES
A.
ANSI/SDI-100 - Standard Steel Doors and Frames.
B.
ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) by the
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Hot -Dip Process.
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C.
Door Hardware Institute ,(DHI) - The Installation of
Commercial Steel Doors and Steel Frames, Insulated Steel
Doors in Wood Frames and Builder's Hardware.
1.04
SUBMITTALS
A.
Submit under provisions of Section 01300.
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B.
Shop Drawings: Indicate door elevations, internal
reinforcement, closure method, and finish.
C.
Product Data: Indicate door configurations, location of
cut-outs for hardware reinforcement.
D.
Manufacturer's Installation Instructions: Indicate
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special installation instructions.
E.
Manufacturer's Certificate: Certify that Products meet
or exceed specified requirements.
'
1.05
QUALITY ASSURANCE
A.
Conform to requirements of ANSI/SDI-100.
B.
Maintain one copy of each document on site.
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1.06
QUALIFICATIONS
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A.
Manufacturer: Company specializing in manufacturing the
€
Products specified in this section with minimum three
years experience.
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STANDARD STEEL DOORS SECTION 08111 - 1
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect, and handle products to site
under provisions of Section 01600.
B. Accept doors on site in manufacturer's packaging.
Inspect for damage.
C. Break seal on -site to permit ventilation.
1.08 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on shop
drawings.
1.09 COORDINATION
A. Coordinate work under provisions of Section 01039.
B. Coordinate the work with door opening construction, door
frame and door hardware installation. Verify existing
mortise size and location on existing frames and locate
cutouts on new doors to match, including lockset height.
PART
2
PRODUCTS
2.01
DOOR MANUFACTURERS
A.
Republic Builders Products.
B.
Fenestra Corporation.
C.
Steel Craft.
D.
Substitutions: Under provisions of Section 01600.
2.02
DOORS
A.
Exterior Doors (Non -thermally Broken): SDI-100 Grade
III, 16 gauge.
2.03
DOOR CONSTRUCTION
A.
Face: Steel sheet in accordance with ANSI/SDI-100.
B.
Core: Cardboard honeycomb.
2.04
ACCESSORIES
A.
Primer: Zinc chromate type.
2.05
FABRICATION
A.
Astragals for Double Doors: Steel, Z shaped,
STANDARD STEEL DOORS SECTION 08111 -'2
specifically for double doors, mounted on exterior.
B.
Fabricate doors with hardware reinforcement welded in
place.
C.
Close top and bottom edge of exterior doors with flush
end closure. Seal joints watertight.
2.06
FINISH
A.
Steel Sheet: Galvanized to ASTM A525 G60.
B.
Primer: Baked.
C.
Factory Finish: Primer only.
PART
3
EXECUTION
3.01
EXAMINATION
A.
Verify substrate conditions under provisions of Section
01039.
B.
Verify that existing opening sizes and tolerances are
acceptable.
3.02
INSTALLATION
A.
Install doors in accordance with ANSI/SDI-100 and DHI.
B.
Coordinate installation of doors with installation of
hardware specified in Section 08712.
3.03
ERECTION TOLERANCES
A.
Maximum Diagonal Distortion: 1/8 inch measured with
straight edge, corner to corner.
3.04
ADJUSTING
A.
Adjust work under provisions of Section 01700.
B.
Adjust door for smooth and balanced door movement.
3.05
SCHEDULE
A.
Door Types A and B: SDI Grade III, primed ready for site
finish.
END OF SECTION
STANDARD STEEL DOORS SECTION 08111 - 3
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70
SECTION 08712
DOOR HARDWARE
PART 1 GENERAL
1.01 WORK INCLUDED
A. Hardware for steel doors.
1.02 ITEMS FURNISHED BUT INSTALLED UNDER OTHER SECTIONS
1.03 RELATED WORK
A. Section 08111 - Standard Steel Doors.
1.04 REFERENCES
A. AWI - Architectural Woodwork Institute.
C. BHMA - Builders' Hardware Manufacturers Association.
D. SDI - Steel Door Institute.
1.05 COORDINATION
A. Coordinate work of this Section with other directly
affected Sections involving manufacturer of any internal
reinforcement for door hardware.
1.06
QUALITY ASSURANCE
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A.
Manufacturers: Companies specializing in manufacturing
door hardware with minimum three years experience.
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B.
Hardware Supplier: Company specializing in supplying
institutional door hardware with three years documented
experience.
1.07
SUBMITTALS
A.
Submit schedule, shop drawings, and product data under
provisions of Section 01300.
B.
Indicate locations and mounting heights of each type of
hardware. Verify that sizes and heights of mortised
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harware will match that of the existing steel frames.
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C.
Provide product data on specified hardware.
D.
Submit samples under provisions of Section 01300.
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E.
Submit samples of hinge and latchset illustrating style,
color, and finish.
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7
1 DOOR HARDWARE SECTION 08712 - 1
F. Samples: May be incorporated into the Work.
G. Submit manufacturer's parts lists, templates, and
installation instructions under provisions of Section
01300.
1.08 OPERATION AND MAINTENANCE DATA
A. Submit operation and maintenance data under provisions of
Section 01700.
B. Include data on operating hardware, lubrication
requirements, and inspection procedures related to
preventative maintenance.
1.09 DELIVERY,_STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section
01600.
B. Store and protect products under provisions of Section
01600.
C- Package hardware items individually; label and identify
package with door opening code to match hardware
schedule.
D. Deliver keys to Owner by security shipment direct from
hardware supplier.
E. Protect hardware from theft by cataloging and storing in
secure area.
1.10 WARRANTY
A. Provide five year warranty under provisions of Section
01700.
B. Warranty: Include coverage of door closers.
1.11 MAINTENANCE MATERIALS
A. Provide special wrenches and tools applicable to each
different or special hardware component.
B. Provide maintenance tools and accessories supplied by
hardware component manufacturer.
DOOR HARDWARE - SECTION 08712 -'2
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PART
2
PRODUCTS
2.01
ACCEPTABLE. MANUFACTURERS
4
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A.
Schlage
B.
Corbin
C.
Sargent
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D.
Substitutions: Under provisions of Section 01600.
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2.02
LOCK CYLINDERS AND KEYING
A.
The Owner will provide prekeyed lock cylinders to the
Contractor for installation in the latter stages of
construction.
B.
The Contractor shall provide temporary cylinders for
construction use until installation of Owner provided
hardware.
C.
Construct lock cylinder parts from brass/bronze,
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stainless steel or nickel silver.
D.
Provide keys of nickel -silver.
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E.
Door Locks: Master,keyed including'construction keying
control keying for core removeable cylinders. Verify
exact requirements with the Owner prior to any work being
done or materials being ordered.
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F.
Notify the Architect in writing that Owner requirements
have been verified prior to ordering materials.
G.
Supply keys in the following quantities:
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1. One master key.
t:
2. Two construction keys.
3. One control key and one extra cylinder core.
2.03
FINISHES
A.
Finishes are identified in Hardware Schedule on the
Drawings.
F
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that doors and frames are ready to receive work
and dimensions are as indicated on shop drawings.
B. Beginning of installation means acceptance of existing
conditions.
DOOR HARDWARE SECTION 08712 - 3
3.02
3.03
INSTALLATION
A. Install hardware in accordance with manufacturer's
instructions and requirements of SDI, AWI, and BHMA.
B. Use the templates provided by hardware item manufacturer.
C. Mounting heights for hardware from finished floor to
center line of hardware item to match those of the
existing frames which will remain and be reused.
D. Note that the steel astragal on the double doors is on
the exterior and the extruded aluminum one with the
"Silicone Seal" is to be installed on the interior side.
SCHEDULE
A. Reference Hardware schedule on the drawings.
END OF SECTION
DOOR HARDWARE
SECTION 08712 - 4
g
SECTION 09900
PAINTING
PART 1
GENERAL
1.01
SECTION INCLUDES
A.
Surface preparation and field application of paints and
coatings.
1.02
REFERENCES
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A.
ASTM D16 - Definitions of Terms Relating to Paint,
`
Varnish, Lacquer, and Related Products.
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1.03
DEFINITIONS
A.
Conform to ASTM D16 for interpretation of terms used in
1
this Section.
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1.04
SUBMITTALS
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A.
Submit under provisions of Section 01300.
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B.
Product Data: Provide data on all finishing products.
C.
Manufacturer's Instructions: Indicate special surface
preparation procedures and substrate conditions requiring
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special attention.
1.05
QUALIFICATIONS
A.
Manufacturer: Company specializing in manufacturing the
Products specified in this section with minimum three
years experience.
B.
Applicator: Company specializing in performing the work
of this section with minimum three years experience.
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1.06
DELIVERY, STORAGE, AND HANDLING
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A.
Deliver, store, protect and handle products to site under
I
provisions of Section 01600.
B.
Deliver products to site in sealed and labeled
containers; inspect to verify acceptability.
C.
Container label to include manufacturer's name, type of
paint, brand name, lot number, brand code, coverage,
surface preparation, drying time, cleanup requirements,
color designation, and instructions for mixing and
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reducing.
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t
!' PAINTING SECTION 09900 - 1
D. Store paint materials at minimum ambient temperature of
45 degrees F (7 degrees C) and a maximum of 90 degrees F
(32 degrees C), in ventilated area, and as required by
manufacturer's instructions.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Do not apply materials when surface and ambient
temperatures are 'outside the temperature ranges required
by the paint product manufacturer.
B. Do not apply exterior coatings during rain or snow, or
when relative humidity is outside the humidity ranges
required by the paint product manufacturer.
C. Minimum Application Temperatures for Latex Paints: 45
degrees F (7 degrees C) for interiors; 50 degrees F (10
degrees C) for exterior; unless required otherwise by
manufacturer's instructions.
1.08 EXTRA MATERIALS
A. Furnish under provisions of Section 01700.
B. Provide 1 gallon of each type to Owner.
C. Label each container with color, type, and locations in
addition to the manufacturer's label.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Manufacturers - Paint
1. Kelly Moore.
2. Glidden.
3. Sherwin Williams.
B. Substitutions: Under provisions of Section 01600.
2.02 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; good flow and brushing properties; capable of
drying or curing free of streaks or sags.
B. Accessory Materials: Linseed oil, shellac, turpentine,
paint thinners and other materials not specifically
indicated but required to achieve the finishes specified,
of commercial quality.
C Patching Materials: Latex filler.
PAINTING 1. SECTION 09900 - 2
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' 2.03 FINISHES"
A. Refer to schedule at end of section for surface finish
schedule.
I PART 3 EXECUTION
3.01 EXAMINATION
A. Verify site conditions under provisions of Section 01039.
B. Verify that surfaces are ready to receive work as
instructed by the product manufacturer.
C. Examine surfaces scheduled to be finished prior to
commencement of work. Report any condition that may
potentially affect proper application.
D. Test shop applied primer for.compatibi.lity with
subsequent cover materials.
E. Measure moisture content of surfaces using an electronic
moisture meter. Do not apply finishes unless moisture
content of surfaces are below the following maximums:
1. Plaster and Gypsum Wallboard: 12 percent.
2. Concrete: 12 percent.
3. Plywood. 12 percent.
3.02 PREPARATION
A. Remove or mask electrical plates, hardware, escutcheons,
and fittings prior to preparing surfaces or finishing.
B. Correct defects and clean surfaces which affect work of
this section. Remove existing coatings that exhibit
loose surface defects.
C. Seal with shellac and seal marks which may bleed through
surface finishes.
D. Impervious Surfaces: Remove mildew by scrubbing with
solution of tri-sodium phosphate and bleach. Rinse with
clean water and allow surface to dry.
rE. Previously Painted Gypsum Board Surfaces: Fill minor
F
defects with filler compound., Spot prime defects after
repair.
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4
F. Galvanized Surfaces: Remove surface contamination and
oils and wash with solvent. Apply coat of etching
r~ primer.
PAINTING SECTION 09900 - 3
G. Concrete surfaces Scheduled to Receive Paint Finish:
Remove dirt, loose mortar, scale, salt or alkali powder,
and other foreign matter. Remove oil and grease with a
solution of tri-sodium phosphate; rinse well and allow to
dry. Remove stains caused by weathering of corroding
metals with a solution of sodium metasilicate after
thoroughly wetting with water. Allow to dry.
H. Plaster Surfaces: Fill hairline cracks, small holes, and
imperfections with -latex patching plaster. Make smooth
and flush with adjacent surfaces. Wash and neutralize
high alkali surfaces.
I. 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 steel surfaces.
J. Metal Doors Scheduled for Painting: Seal top and bottom
edges with primer.
L. Previously Interior Painted Metal Surfaces: Sand and
scrape to remove loose paint and rust. Feather edges to
make touch-up patches inconspicuous. Clean surfaces with
solvent. Prime bare steel surfaces.
M. Interior Wood Items Scheduled to Receive Paint Finish:
Wipe off dust and grit prior to priming. Seal knots,
pitch streaks, and sappy sections with sealer. Fill nail
holes and cracks after primer has dried; sand between
coats.
3.03 APPLICATION
A. Apply products in accordance with manufacturer's
instructions.
B. Do not apply finishes to surfaces that are not dry.
C. Apply each coat to uniform finish.
D. Apply each coat of paint slightly darker than preceding
coat unless otherwise approved.
E. Sand wood and metal lightly between coats to achieve
required finish.
F. vacuum clean surfaces free of loose particles. Use tack
cloth just prior to applying next coat.
G. Allow applied coat to dry before next coat is applied.
H. Interior paint may be applied only with brush or roller.
No spraying will be permitted.
PAINTING I SECTION 09900 - 4
3.04
A.
3.05
A.
B.
3.06
A.
3.07
A.
3.08
B.
C.
A.
B.
FIELD QUALITY CONTROL
Field inspection and testing will be performed under
provisions of Section 01400.
CLEANING
Clean work under provisions of 01700.
Collect waste material which may constitute a fire
hazard, place in closed metal containers and remove daily
from site.
SCHEDULE - SHOP PRIMED ITEMS FOR SITE FINISHING
Metal Doors (Section 08111): Doors.
SCHEDULE - EXTERIOR SURFACES
Concrete Parapets:
1. One coat of block primer equal to KM #521 Acrylic
Block Filler.
2. Two coats of flat acrylic paint equal to KM #1105
Kel-Crete Acrylic Finish.
Steel - Shop Primed:
1. Touch-up with zinc chromate primer equal to KM #1710
Kel-Guard Zinc Chromate Red Oxide Primer.
2. Two coats of alkyd gloss enamel equal to KM #1700
Kel-Guard Rust Inhibitive Enamel.
Steel - Previously Painted:
1. Two coats of alkyd gloss enamel equal to KM #1700
Kel-Guard Rust Inhibitive Enamel.
SCHEDULE - INTERIOR SURFACES -
Plywood to be Painted:
1. One coat of alkyd primer equal to KM #985 Flo -Cote
Enamel Undercoat.
2. Two coats of alkyd semi -gloss enamel equal to KM
#1630 Kel-Cote Alkyd Semi -Gloss Enamel.
Steel - Previously Painted:
1. Two coats of semi -gloss acrylic latex enamel equal
to KM #1650 Acry-Plex Latex Semi -Gloss Enamel.
PAINTING SECTION 09900 - 5
C. Steel - Primed:
1. Touch-up with alkyd primer equal to KM #1710 Kel-
Guard Zinc Chromate Red Oxide Primer.
2. Two coats of semi -gloss acrylic latex enamel equal
to KM #1650 Acry-Plex Latex Semi -Gloss Enamel.'
D. Plaster or Gypsum Board:
1. Two coats of satin latex paint equal to KM #1610
Satin Sheen Latex Wall and Trim Finish.
END OF SECTION
PAINTING SECTION 09900 - 6
SPECIAL CONDITIONS
-44-
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4
City of Lubbock
P.O. Box 2000
Lubbock, Texes 79457
806-767-3000
October 14, 1991
DANNY KLEIN CONSTRUCTION
4310 93RD STREET
LUBBOCK, TX 79423
SUBJECT: LP&L SUB -STATION RENOVATIONS
The City of Lubbock, having considered the proposals submitted and
opened on the 25th day of September, 1991, for work to be done and
materials to be furnished in and for: •
City of Lubbock Bid # 11568
LP&L Sub -Station Renovations
as set forth in detail in the Specifications, Plans, and Contract
Documents for such work for the City of Lubbock; it appearing that your
proposal is fair, equitable and to the best interest of said City,
please take notice that said proposal was accepted by the City Council
of the City of Lubbock on the October 10, 1991, at the bid price
contained therein, subject to the execution of and furnishing of all
other documents specified and required to be executed and furnished
under the contract documents. It will be necessary for you to execute
and furnish to the City of Lubbock all such documents within ten (10)
days from your receipt of this Notice.
�- The five percent (5%) bid security, submitted with your proposal,
will be returned upon the execution of such contract documents and bonds
within the above specified ten (10) day period. In the event you should
fail to execute and furnish such contract documents and bonds within the
time limit specified, said bid security will be retained by the City of
Lubbock.
CITY OF LUBBOCK
Gene Eads, C.P.M.
Purchasing Manager
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