HomeMy WebLinkAboutResolution - 3370 - Contract- Daniel Ortega Construction- Renovation, Police Academy & Firing Range - 05_10_1990HW:js
RESOLUTION
Resolution # 3370
BID #10493
May 10, 1990
Item #20
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 Daniel Ortega Construction Company, Inc. for
the renovation of Police Academy and Firing Range, 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 10th
ATTEST:
e uoya, city becr
APPROVED S TO CONTENT•
"ne Ea s, Purchasing Manager
APPROVED AS TO FORM:
g'
4
Haro Willard, Assistant City
Attorney
day of May , 1990.
B. C. McMINN, MAYOR
pm.
CITY OF LUBBOCK
Lubbock, Texasj��
BID # 10493
ADDENDUM # 1
PLEASE NOTE THE FOLLOWING:
1. See attached sheet.
MAILED TO VENDOR: 1-8-90
CLOSE: 1-12-90; 2:00 P.M.
&THANK
CITY fBBOCK
PURCHASING OFFICE
PLEASE RETURN ONE COPY WITH YOUR BID
POLICE ACADEMY AND FIRING RANGE
FOR THE CITY OF LUBBOCK
ADDENDUM NO. 1
JANUARY 5, 1990
The following items shall be incorporated into and become a part of the
work for the above referenced project. Please acknowledge receipt of
this addendum by noting it on your proposal.
Item No. 1:
At the firing range berm, the Contractor shall remove loose material
and/or rubble only to the extent required for installation of new
material as specified.
Item No. 2:
It shall be the responsibility of the Contractor to repair and/or level
to adjacent floor areas the floor surfaces where existing tile is to be
removed for installation of new carpet.
Item No. 3:
At the existing concrete supports for the existing precast concrete
tee, the welded steel angle. collar drawn, but not noted, shall be
constructed of 4" x 6" x 1/4" steel angle with the 6" leg vertical and
the 4" leg turned inward at all four sides. Miter and weld each corner
with continuous 1/4" butt weld. Pack void between vertical leg and
concrete with non -shrink ferrous grout. Paint the collar as specified.
ARCHITECTS
1105 13th. St. Lubbock. Texas 79401
806-747.0193
MAILED TO VENDOR: 1-9-90
CLOSE: 1-12-90; 2:00 P.M.
BID # 10493
ADDENDUM # 2
PLEASE NOTE THE FOLLOWING:
^^ 1. Please replace Bid Proposal sheet with revised Bid Proposal
sheet.
T K YOU,
CITY OF BOCK
PURCHASI G OFFICE
PLEASE RETURN ONE COPY WITH YOUR BID
BID PROPOSAL
BID FOR LUMP SUM CONTRACTS
PLACE
DATE
PROJECT NO.
Proposal of (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
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
a part, is as follows:
ALTERNATE BID #1: ($
The Bidder shall deduct the cost to: Re -roof the range house
ALTERNATE BID #2:
The Bidder shall deduct the cost to:
C$ )
Delete 1/1611 x 161-0" x 1311-211+ (See A-402) steel plate deflector
ALTERNATE BID #3: ($
The Bidder shall deduct the cost to: Replace all decayed wood at all baffles and to re -paint all baffles
ALTERNATE BID #4: ($
The Bidder shall deduct the cost to: Provide receptionist desk and work credenza at reception 103A (See A-101 and
A-106)
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 120 (ONE HUNDRED TWENTY)
consecutive calendar days thereafter as stipulated in the specifications and other contract documents. Bidder
hereby further agrees to pay to Owner as liquidated damages the sun 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.
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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
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.
r 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.
Enclosed with this proposal is a Cashier's Check or Certified Check for
Dollars (S ) or a Proposal Bond in the sum of Dollars
which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is
accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bond
(if any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of said
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 con-
tract documents made available to him for his inspection in accordance with the Notice to Bidders.
(Seal if Bidder is a Corporation)
ATTEST:
Secretary
Contractor
BY:
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CITY OF LUBBOCK
SPECIFICATIONS
for
TITLE: RENOVATION OF POLICE ACADEMY & FIRING RANGE
ADDRESS: 615 MUNICIPAL DRIVE
BID NUMBER: 10493
PROJECT NUMBER: 1491-552101-9418
CONTRACT PREPARED BY: Purchasing Department
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2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
INDEX
PAGE
NOTICE TO BIDDERS..........................................................................................3
GENERAL INSTRUCTIONS TO BIDDERS............................................................................4
BID PROPOSAL - BID FOR LUMP SUM CONTRACTS.................................................................10
PAYMENTBOND..............................................................................................13
PERFORMANCE BOND..........................................................................................16
CERTIFICATE OF INSURANCE..................................................................................19
CONTRACT..................................................................................................21
GENERAL CONDITIONS OF THE AGREEMENT.......................................................................23
CURRENT WAGE DETERMINATIONS...............................................................................41
SPECIFICATIONS............................................................................................42
SPECIAL CONDITIONS........................................................................................43
NOTICE OF ACCEPTANCE......................................................................................45
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NOTICE TO BIDDERS
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NOTICE TO BIDDERS
BID # 10493
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 o'clock p.m. on the 12th day of January, 1990, 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:
RENOVATION OF POLICE ACADEMY AND FIRE RANGE
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 Council will consider the bids on the 25th day of January. 1990, 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 bond in accordance with Article 5160, Vernon's Ann. 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 Best Rating of B or superior, as the rating of the bond company is
a factor that will be considered in determination of the lowest responsible bidder. 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
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
all 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 bidder's attention is
further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained
therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as
heretofore established by owner in said wage scale.
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant
to this advertisement, minority and women business enterprises wilt 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 3rd day of January, 1990, at 10:00 o'clock a.m., Committee
Room #103, Municipal Building, 1625 13th Street.
CITY OF LUBBOCK
,:BY: Gene Eads, C.P.M.
Purchasing Manager
ADVERTISEMENT FOR BIDS
BID # 10493
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, Room L-04, Lubbock,
Texas, 79401 until 2:00 o'clock p.m, on the 12th day of January, 1990, 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:
RENOVATION OF POLICE ACADEMY AND FIRE RANGE
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
Ann. Civil•St., and the requirements contained therein concerning such wage scales and payment by the
e 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 on 3rd day of January. 1990, at 10:00 o'clock a.m., Committee Room
103, Municipal Building, 1625 13th Street.
BY: Gene Eads, C. M.
PURCHASING MANAGER
(This page left blank intentionally)
GENERAL INSTRUCTIONS TO BIDDERS
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GENERAL INSTRUCTIONS TO BIDDERS
a..
1. SCOPE OF WORK
The work to be done under the contract documents shall consist of the following:
Renovation of Police Academy and Firing range located at 615 Municipal Drive.
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
w•-
contemplated by said contract documents.
3. PLANS FOR USE BY BIDDERS
^^' It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project
covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a
bid without charge of forfeiture of deposit. The contract documents, may be examined without charge as
�., noted in the Notice to Bidders.
4. TIME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed within 120 (ONE HUNDRED TWENTY)
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
q 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.
-5-
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).
9. 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.
(c) 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. Now -
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
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 blast-
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
The Contractor shall not commence work under this contract until he has obtained all insurance as required
in the General Conditions of the contract documents, from an underwriter authorized to do business in the
State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written
-7-
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.
-8-
The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten
dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such
Laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set
forth in the schedule of general prevailing rate of per diem wages included in these contract documents.
^^ 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-
viduah, 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) Bidder's 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 shall be bound and include the fol-
lowing:
(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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r-.
BID PROPOSAL
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BID PROPOSAL
BID FOR LUMP SUM CONTRACTS
PLACE CLTY OF 900c,TEXAS
DATE_ SAi`�l� RYA
PROJECT NO.
Proposal of C')9,rF_GA Cot`tSTRv.CT 10 N Co.,� (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 RE S dV AT 10 H OF
BMA c-E ACA bEMY F\pnt .G RMAG E
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
a part, is as follows:
00
BID:
�,,,1y��... 01W 'eel.
ALTERNATE BID #1: ONE �H(�l,Q_SK(�� Ot,,...l�i'[ C
������
( ��
^� The Bidder shall deduct the cost to: Re -roof the range house
<t,j
ALTERNATE BID #2: 1,\w�!.S� Pl. F � [ ou_A
RS
The Bidder shall deduct the cost to: Delete 1/1611 x 16'-0" x 131'-211+ (See A-402) steel
plate'•.ddtlestor'
ALTERNATE BID #3: q kA _ A" AN L' R eb
The Bidder shall deduct the cost to: Replace all decayed wood at all baffles and to
re -paint all baffles
ALTERNATE BID #4:_ S ETEEt1 &N �NRZi6, �6L-L&rQ_3
(S -p�, �a
The Bidder shall deduct the cost to: Provide receptionist desk and work credenza at
reception 1 A (See A-101 and
A-106)
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 120 (ONE HUNDRED TWENTY)
consecutive calendar days thereafter as stipulated in the specifications and other contract documents. Bidder
hereby further agrees to pay to Owner as liquidated damages the sun of $100.00 (One hundred dollars) for each
consecutive calendar day in excess of the time set forth hereinabove for completion of this project, all as more
fully set forth in the general conditions of the contract documents.
-11-
Bidder understands and agrees that this bid proposal shall be completed and submitted in accordance with in-
struction number 20 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in
the bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar
days after the scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined
the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees
to commence work on or before the date specified in the written notice to proceed, and to substantially complete the
work on which he has bid; as provided in the contract documents.
Enclosed with this proposal is a Cashier's Check or Certified Check for
Dollars ($ ,,� ) or a Proposal Bond in the sum of IUA.r "MAAAJ&nb Sa,5 c, oltars ($ 75 ),
which it is agreed shall be collected and retained by the Owner as liquidated damages iA the event the projposaL is
accepted by the Owner and the undersigned fails to execute the necessary contract documents and the required bond
(if any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of said
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 con-
tract documents made available to him for his inspection in accordance with the Notice to Bidders.
CeBI if Bilk is a Corporation)
eo 'ATTEST:
1111fi111111S O'
Contractor. Aj BY: lJ wl D
GCnQ C r
-12-
BOND NO. SBP 12070796
BID OR PROPOSAL BOND
KNOW ALL MEN BY THESE PRESENTS, that we
Daniel Ortega Construction Company, Inc.
as PRINCIPAL, (hereinafter called the Principal), and In i ana Lumbermens Mutual Insurance Company
,a corporation duly organized under the State of Indiana and authorized to transact
a general surety business in the State of Illinois, as SURETY, (hereinafter called the Surety), are held firmly bound unto:
City of Lubbock
as OBLIGEE, (hereinafter II d the Obli ae►, in the sum a ual to 5 % of the accompanying bid of the Principal, not,
however in excess of SE�E�I THOUSAND FIVE HUBLED AND NOZ100------- dollars,
($ 7 500.00 ), 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.
THE CONDITIONS OF THIS OBLIGATION IS SUCH, That, whereas the Principal has submitted or is about to submit to the
Obligee a proposal or bid, dated on or about the date mentioned below, for: (1) the performance of the designated work, or
(2) the furnishing of the specified goods, supplies or products, to -wit:
Renovation of Police Academy & Firing Range
d
NOW, THEREFORE, if the Principal shall not legally withdraw said bid within or at the times permitted therefor, but shall
duly make and enter into a.written contract with the Obligee, in accordance with the terms of said proposal or bid, or any
amendment thereof acceptable to the Principal, within the time permitted therefor after such contract forms are presented to
the Principal for execution, should the Obligee award the Principal the said work or contract, or any part thereof: and if the
Principal shall give bond or bonds for the faithful performance thereof, and/or for payment for labor and materials going
thereinto, as in the specifications or contracts provided: or if the Principal shall, in case of failure so to do, pay to the Obligee
the damages which the Obligee shall have actually suffered by reason of such failure, not exceeding the penal sum of this
bond, then this obligation shall be null and void, otherwise to be and remain in full force and virtue.
PROVIDED, HOWEVER, that no action shall lie, or claim be enforced hereunder, unless the award on the basis of said bid
shall have been made within thirty (30) days after the formal opening of said bid, or within the time specified within the bid
provisions, whichever time shall be greater, and unless the Obligee hereunder shall give notice to Surety of said award at the
time of notification to the Principal; and unless legal action to enforce any claim hereunder shall have been commenced
within six (6) months from the date of the formal opening of said bid.
PROVIDED, always, that this Bond shall not be valid and binding upon the Surety unless accompanied by a Certified Copy
of a Power of Attorney authorizing the undersigned Attorney -in -Fact to execute such a bond, the Serial Number upon which
Copy of Power of Attorney shall correspond with the Bond Number set out above.
January
Signed, sealed, and dated this day of 19
Daniel Ortega Corlstructinn ompany, Inc.
By_�P /7,,17Y_r_J ZA
Princioal
BY
Laura Espinoza Attorney -in -Fact
LIMITED POWER OF ATTORNEY
READ CAREFULLY
CONTRACTORS BONDING AND INSURANCE COMPANY IS RESPOISIBLE ONLY FOR THE BOND DESCRIBED AND UP TD THE AMOUNT SET FORTH IN
THIS LIMITED POWER OF ATTORNEY. ANY ERASURE WILL VOID THIS POWER OF ATTORNEY. IF YOU HAVE ANY QUESTIONS ABDUT OR WANT TO
VERIFY THIS POWER OF ATTORNEY CALL CONTRACTORS BONDING AND INSURANCE COMPANY TOLL FREE AT 1(BDC)426-4949
Penal Sum $ $ 81T5 n n - no Attorney No...TXQ 5 tit Power No. (11 � (l .35 Bond No. TX 0 61 2
Limited Power of Attorn y Expi Date Approved: 5 / 21 / U o
Approved by: Michael L. Johnson
(blaheurn (Prim Na*
Name of Principal: — ANIE-6 ORTFnGA CC) , IAIC�—
Name of Dbiipee: BITV pro I.UB@OAK
Descriplion(s): RF=N9u11TI9N or POLICE Arnnr:MY ANn FTRTNf, PnN(;F
BIB AAA 1-01193
Locadon(IfAppGcaWe):I -;o �Cy -fix
a coiwaeon ddrr oe9anlzsd acd odatno under the laws
a
in Seeada Ktq Coaiy, WaeWrgmd does by these peserts male, mrstare and exhale K E V I N D U N N of LUBBOCK TX
Its true and lawful attoxney.ih taA with %I powerand authority hereby conferred h rats rwr w plea and 04 to anon adurowaedpa and deliver the bond(e) described above; and to OW the Company t waby Ra UY
and to the sttme extern ea lf each uxdh bond was sgned by fte President, sealed wth tow oapowe red d the Company and day atleated by let Ssmuq, hereby ratif ft and oo4km hp all that the said atorney-h4aet
may do n de pwis a. Said ppolntmera is made under and by aWarily at Bard of Ohms of CONTRACTORS BONDING MD NSURANCE COMPANY en 1 / 0 2 / 9.0
RESavED het to President a aWwri:ed to appoint as atomep+rt Ina dtM Comwrhy I� E V IN DUN with powana audwriy to Sir on ttehd
of the Comaanyftu swety bonds wtw h may from time to time be approved by the Vice Pr>as+ant CJW Fewkial CK. Preadxd or Chef Ezaative Officer d the Company -n such penal km ache
eoeordiq to such catdtors as maybe approved by to Vas Pmeidem CWet FO*mW Cfrcw, Presd - or Chill Executive Onlw► d the 0MWy
RESOLVED FURTHER touch Pbwesr of Aflorney must eat forth the specrc oteaC<>plGfl d the bad to wft It appfla , the none d the ptiropal, the mama of the Wpee, the penal suns the bond number
(wxapt fora bid bond where there ism numb4 ttw idenfsyinp n unbar d the seoxmey hNam the idsrtiyiq number of the Power of Attorney, and the came and sigrature of tta Vice President, the Chief
Ftandml DQiCer, President o the Chief Exacutre OMicer od the Company; ird nay set iartlthe deecrpiort atd amt01/t d Iddtbnal reinauratra l>< colfaeaeal, lf anlr.
RESOLVED FURTHER that the Chid Exe LOA Ofliiwr, President Chief Fiharriel Oiriwr or Vow Pr,tiders of the Company is adhorizeed to esieb&th a specific expiration data for the Pot", of Atiomey and
to modify (leaf date from time b time as the Chief Ewa ave OfficK PrwidK CW'at Ftw eW Officer or Vice Praidenx dame necessary in file sole dares ion; the applicable expiation data to be clea"y set
fall in any wow.. Power of Anomey
RESOLVED FURTHER flat except as otherwise provided In the mnedu* suoaedkV resolution, trader no ciarroances shelf; (a) the coraraa amount for arty bid. payners. peAonn xe or combirw or+
payment and porformana bond(I e, a perfvrnanee and payment cb>ipation in one bond farm) exceed 91=000 lf (rate bond Is guarareed by the Small Businsss Admn'straiwt (b) the penal Sun of any
bond not guareVed by the Smalf &wws Aftnistration (other tlsn a bid bard with is further resaiasd by chap (ey axwed 32,o00,000; and (a) a bid bond which Is not guaranteed by ere Smae &apes+
AdmMmtration be examed for a job when, If the cormact is awarded, the bond pwwly on any performance bard, paymart bard, or comb Ination performance and paymem bone (u., a performance and
,.. payment oblWim In ono bo rd form) to be exeedeed purshmrt lothe bid bond isle exceed $2Ao4000.
RESOLVED FURTHER ttd above named Attomey-0ac is granted power and authady to exceed aria Wkable WW inks setfonth in the immediately preceding resolution for any bond it an am owl equal
to the amount of burp additional rak w; um or d any eaah , lewof aedt or other security rewired as aolladeral secuey cy the Compaq es indueame n tc Issue the bond, se long as the dew peon and anal
of additional reinsurance or eolletenf are sat fort h in the Power of klomey.
RESOLVED FURTHER gnat the authorhy of the Secretary of the Company to wrefy the auvenklry and electiveness of the foregoing resolutions In arty Limited Pow of Aromey is hereby delegazed to tie
folbwirp persons, toe sipna n of any of the tolotirp to bid the Company with respect to the sudemieiy and abdiverms of the fore0oiq rmakwo as IF signed by the Secretary of the Company. Do"Aid
Sidon, Steven A. Gaines, Marc A. Mrkvidoa, and Michael L Joh ram
RESOLVE FURTHER that the sipnatums (Pcludlrq cell ioationthat is Power of Atromey Is oaA in forte atd'eftect) d the C-W Execift Officer, Fhesidern Chief Financial OfScar, Vre President and N..tary
Public, arc the corporate and Notary semis appearing an any Limited Pow rof Anorey eonuining this and the lomgoirV resolutions may be by facsimile.
RESOLVED FURTHER fleet all resoldgns adroted prior to today sppoirting the a" named ate id% ey-in4cl for ire Company are hereby superseded.
IN WTNESS WHEREOF, CONTRACTORS BONDING AND INSIJRANC: COMPANY has caused these preserve to be sirood by is CNei ExwAve ORiw, ,, President, Chief Fnancia! Miar and Vice presioert and is
Corperrate eaW to be hereto affixed 1 / 0 2 / 9 0
i � • I til
irkuOfficer
Donald S, Cnlet Executive OfficerI?
lcer s ; t chat[ L Johnson, Vice President
�tk��sn i v�r s� • —40
Slum A. Gaines, President "' Marc A.• tWIcka, Cnlef Finandal +cer
STATE OF WASHINGTON — COUNTY OF KING
On q����:� penorw y apPa*red DONALD &AKIN. STEVEN A GAIYES, MARC A MRKVICKA old MrIiAEI L JOHNSDN to me WOW ib bethe Chet Eseecivs OR -CC, Prrs tle2 one! Franca[ Om xo
and fate nreawsGr/i&ley, of the corporation trat executed the foregoing Last Powo of Al" and sccwwMdged acid Limhad Oovw of AtorM to be (rate tee arc voiurtary ea: me deetl Cl sa,d cxxrador,
® for the waea and purposea herein motioned. and on oeth crated that they are cur aa9Ga►f i : said Limited Power of Attornsy.
IN WITNESS WHEREOF, !have hereunto set my hand and atfaed my sa -fir , ve written.
A'
�•�� �1192s:i Notary PublIC in and for the Stare of Washington, residing at Seattle
r^ The undersigned, acflnp unx-authority of the Board of Directors of CONTRACTO-Plibijid—AHD INSURANCE COMPANY, heeby eertiks, as or In lieu cr CsrAcate of the Sacmtaiy of CONTRACTORS
BONDING AND INSURANCE COMPANY, that the above and foregoing is atteL true and correct copy cr re Odpinal Power of Attomey issued by said Company, end 3003 -ero�y further cerflfy the.the sal
Power of At:omey is sua In torte and etbLt
PAYMENT BOND
-13-
(This page left blank intentionally)
STATUTORY PAYMENT BOND PURSUANT TO ARTICLE 5160
OF THE REVISED CIVIL STATUTES OF TEXAS
AS AMENDED BY
ACTS OF THE 56TH LEGISLATURE, REGULAR SESSION,
1959
DANIEL ORTEGA CONSTRUCTION CO., T_NC.
KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as
Principal(s), and CONTRACTORS BONDING AND INSURANCE COMPANY
(hereinafter called the Surety(s), as Suret s) are Ld and firmly bound unto the City of Lubbock (hereinafter
eiga bne housand
called the Obligee), in the amount of five trndred and nn1100--- Dollars (S g n ) 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.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 1 OTH day o
-- l MAY , 19 90, to
J Renovation of Police Academy and Firing Range - Bid No. 10493
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 tn,E
same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shalt pay att claiman
supplying tabor and material to him or a sub -contractor 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 same extent as if it were
�( copied at Length herein.
BOND CHECK
-- BEST RATING -
LICENSED IN TEXAS
DATE k... t � By
-14-
-15-
LIMITED POWER OF ATTORNEY
READ CAREFULLY
CONTRACTORS BONDING AND INSURANCE COMPANY IS RESPONSIBLE ONLY FOR THE BOND DESCRIBED AND UP TO THE AMOUNT SET FORTH IN
THIS LIMITED POWER OF ATTORNEY. ANY ERASURE WILL VOID THIS POWER OF ATTORNEY. IF YOU HAVE ANY QUESTIONS ABOUT OR WANT TO
VERIFY THIS POWER OF ATTORNEY CALL CONTRACTORS BONDING AND WSURANCE COMPANY TOLL FREE AT 1(BOO)426-9949
Penal Sum S Attorney No. TY n F; 4
Limited Power of Attorn y Exp1
Approved by:
M*Won)
LocadonilfAppCacabl J;.IliaRorY TY
KNOWALLMEN
Power No. n 1 S fI,3S Bond No. TX() 61 2
Data Approved: S / 21 / A n
Michael L. Johnson
"see,a �++m, Win, bl► I mma mr>�naa afhaaapoia K EV IN DUNN
(Prrht "
ofLUBBOCK
and having is Vocipm office
TX
to true and lawhtt anom•yin feet, with M powerand wtlw* hereby eadm. in its ocean, plea and et 4 to execute, aeknoolodpe and deliver tic bord(s) described above: and to oind the Company thwaby ea hefty
and to ae acme extent as 1 eaur wen boll was taipf fed by to Prtteid•nC sealed wth tM ou>fporat• esal d tfhe Company and Buhl atterged M as Sxreary; hereby rattying and eorut'um nrp al thew, the rcafd aaomeyirnfact
may eb into paornism Said appointment le made under and by atthrotlty of de fobaft meotuGota adopted by the Board of Chem of CONTRACTORS BONDING AND INSURANCE COMPANY on 1 / 0 2 / 90
ofthe orn that the Rreadent ie autl wSch to appotr as �approovedCbyy the Yfce"IN 91UN �` p�� orChief Executive Onicer of the Comps ya nsuch psI sLfm and
of the Caunpany ttnoes tpaety bards OAtith ma from time m tine bs Cider � �r
ncmndkrg to such catdlorr as may be aapnoted by me Via Preeidarnt, Chief Firecueid OAiea, Prraidam ux CNiM Exereudwi Officer d the Compenr
RESOLVED FURTHER that each Power of Atiomey must eat foelfn tte speolie desdpion d the bond le %I k appYae, the rwm of the principal, Ito ratite W the oWpee, the penal sum, the bond number
—. (except fora bid bond when there Ism nuff64 Ore idena7yinp mxnber of the seorreyir►htct the identil ft nuaba of the Povisrof Amory, and the name and signanne of the Vice President, the Chief
Fuatuiel Often, PI or the Chief Executive Officer of the Cemparty; and nosy set forth the decor ton and anount of addtioral refrertranoe or collateral, far*
RESOLVED FURTHER that de Chief Ex cLM Officer, PraaidenR Chief Fnancial Olfnar or Yra Proidert d site Company is authorized to establish a speck esGh *ion data for the Poorer of Anomey and
to modify dw date from time to time as the Chief E=cuove ClFcK President, ChdM Financial OAicer or Vice %sl dw doI necessary in his sole discretion; the applicable expiation date o be clearly set
forth if a y wl im Aower of Attorney
RESOLVED FURTHER tart, except as odwrAspropided in the inrredwtely stroaedirrp asol tint under m circunetnnow end: ta) the coerced amount fa &trybid, paymen, performance. or combitatbn
payrrem and perforroara bond p.e, l pfxtarnana and payment obligation in one bond form) exceed $12MM Oft bond leguarsfind by the Small Busin am Admnstretion; 0) the penal sum of any
bond not guaraneed by the Smell Business AdmiNetraoon (other than a bid bond w ft Is fudw remriaed by dense (c)) exceed $ZOOtl d00; and (c) a bid bond whfdh le not guararused by rs Smak Bushese
Afnkustmtion be executed for a job where, I the contract ie awarded, the bond penalty an any pedornmme bold, paytnert bad, or combination pedonnance and paymenn bone (' 9., a performance and
paymem obligation in one bond corm) to be executed pursuant loft bid bond is to exceed S2.000,D00.
RESOLVED FURTHER that oboe naarod AnrneyI is granted powerand tnttenky eo exceed the apprucable garnet unto setfath in tie immedWey precedYnp msoMion for arty bond ir, an amoral aqua!
to the amount of al &dditionsl re'nnsuuanoe ord any cash, feller of aedt or other aecu try received as mlalard eecuty by the Cotnpany ae. idrx amat to issue the bond, so long as line dos.^riodon and amount
of additional reirsuvIce or rollatend are set forth in the Pourer d Morley_
RESOLVED FURTHER thattte athorhy of the Secretary of the Cnmparry to tartly the atttemiety end decdveneee of the foregoing fesoiutioro In any linked Power of Adomey is hereby delegated to the
folbwig persons, tine uigrow of any al the ioiowring to bind the Company with reaped lathe euthenticiry end eledivaees d the foregotg resolutions as Feigned by the Secretary of the Corrgany.. Donald
Siritin, Steen A Gaines, Marc A. MrkvicAa, and Michael L. Johnson.
RESOLVED FURTHER that tle signatures {holding certllcation that the Pawn of Aran sy ie all in force ud afleco d the Chill Ereattive Of w, President, Chef Fnnanew Olken, Vice President end Notary
Public, and the cofporate ud Notary scab appearing on stry Linked Powrof Anoney co raining the and the foregoing resolutions may be by facsimile.
RESOLVED FURTHER that al rasolutions adapted prior to today appointing the above nerved as ra eywin-laci for the Company are herebysuperseded.
IN WITNESS WHEREOF, CONTRACTORS BONDING AND INSURANCECOMRONY has aueed these presets io be siQ W by is Chef Exoeutive Ohioan, Preefdert, Chief Financial 01ber and Vice President and its
eocporate aeai to be hereto &fluted 1 / 0 2 / 9 0 . II
Doeiald Sirkr, Chief Execul1W Officer s ; SEAL chael L Johnson, VicePresident
rr .•,19 f •'•� i00e
-- tttMij��s ...•G�p r .
By $ I K r gy •
Steven A Gaines, President ` Mars A, rkvlcka. Chle FFlnaWai ioer
STATE OF WASHINGTON — COUNTY OF KING
On persoreiy appaarad DONALD SIRKIN. STEVEN A GAINES, MARC A MRKVIW and MICHAEL L JOHNSON to me known to be the Chief Eacraive Chinn, Preside?, Chi' Financal Officer
arc tee i�reiiore;.tr4s sy of due corporation that axaeutM the fongoing Limited Poww of Attorney and ackvowNdged aid Limhed hvow of Atorney to be the tee arse voturwy act Ind deed ct slid cvxradon,
for the"and purposes therein mentioned, and on oath stated that they are aatrwtix�r�te�ac��Ls a said Limited Power of kornq.
IN WITNESS WHEREOF, I have hereunto set my hand and al"I rtry Iwritten.
vr. ? l
192 ea:te
. u Notary Public in and for the Sire of Washington, residing at S
The undersigned, acting unoer authorlty of the Board of Directors of CONTRACTORY10011WAND INSURANCE COMPANY hereby cerCfiss, as or In lieu of Cantficate of the Secretary of CONTRACTORS
BONDING AND INSURANCE COMPANY, that an above and foregolnp is &full, true and correct copy or re Original Powef of Attorney Issued by said Company, as d .Bea •a Eby further certtfy the: the sal
Power of Rooney is sat In fora and affect
OR 1 7— M116 M �14
irld-
r-•
PERFORMANCE BOND
-16-
(This page left blank intentionally)
-� 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
J
DANIEL
KNOW ALL MEN BY THESE PRESENTS, that
CONTRACTORS BONDING
ORTEGA
AND
CONSTRUCTION CO., INC.
(hereinafter called the Principat(s), as Principal(s), and
INSURANCF COMPANY
J(hereinafter
called the Surety(s), as
Sure s)_, are ld and fi mly bound unto the City of Lubbock (hereinafter
eigtiyy onePhousan�
called the Obligee), in the amount of
f;vo 1,,,nrirad
ypd:.,/Lj]!1 _ Dollars (SRI ) 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 10 day of
CLAY , 19_2Q to
Renovation of Police Academy and Firing Range — Rid Nn_ 10491
and said principal under the taw 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 2 11 S T
day of MAY , 19 M.
CONTRACTORS BONDING AND
INSURANCE COMPANY DANIEL ORTEGA CONSTRUCTION CO.
Surety Principal _0t
PBy: 4
KEVIN ;;<i' 5 : DUNN AT�Y IN FACT Mtle)
+gy.. GILBERT P . QUINTANA
(TitterpENERAL MANAGER
By:
(Title)
I
1 -17-
BOND CHECK
BEST RATING
LICENSED IN TEXAS
DATE - o- v �r
W-
i
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby
designates HOWARD COWANn 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.
CONTRACTORS BONDING AND INSURANCE COMPAI
Surety
By:
KEVIN ➢UNN (Title)ATTOR.NEY—IN—FACT
Approved as to Fora
City of Lubbock
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.
-18-
LIMITED POWER OF ATTORNEY
READ CAREFULLY
CONTRACTORS BONDING AND INSURANCE COMPANY IS RESPONSIBLE ONLY FOR THE BOND OESC81SED AND UP TO THE AMOUNT SET FORTH IN
THIS LIMITED POWER OF ATTORNEY. ANY ERASURE WILL VOID THIS POWER OF ATTORNEY. IF YOU HAVE ANY QUESTIONS ABOUT OR WANT TO
VERIFY THIS POWER OF ATTORNEY CALL CONTRACTORS BONDING AND INSURANCE COMPANY TOLL FREE AT 1(800)426.9949
Penal Sum S $ 21TE n n on Attorney No. TX C1 ;S Lit Pourer No. n 1 S 0 3.r, Bond No. TX0 61 2
Limited Power of Attorn y Ex, Data Approved: 5 / 91 / A o
Approved by: Michael L. Johnson
t�OnMr►q 1prk t Name)
Name of Principal:---r^,r,NIE68R4:E4f1
Name of Obligee: OjTV CF. -Lf pnrK
DuCtipiion(s): ;?E QVATj9N OF POLICE II;MY own FTRTNt; RANM=
ETC) AIA, 10493
Locd w (If AppUcable): i t i p la n' iY =Y
BONDING AND INSURANCE COWW. a coroorsban dk wunasd aM sxstrro urrdw the laws of ft Stria of ft-AN oton. and haviro ss
in ssettte, Khp Cowty, Wash ttgton etas by tl,rme pssercs make ixrsdnne and snpof a K E V I N D U N N of LUBBOCK TX
ks true •red lawful attorney-in-taA with fug poworand au porky hereby cnnlwrsd it as name, plan and abad b -m rs ackrrowlsdge and detrrerthe borol deswbod above; and to Dirid the CcM" thereby as fly
and m tie same etttsrtt six A each arsh bond was agrrd by tb Pteeidarnt, seabd rrdt Ce traporats asal d the t.onrpanmy and duly adested by Its Sserxary, hsraby ratilyirp and Conlirn amg ell tiwf dw acid aeortey-n�
relay do n the powbaa Said Appolrea n is made under and byatthorly d the lobwinp resolutions adopoed byte Board of Dinecnn ol CONTRACTORS BONDING AND INSURANCE COMPANY on 1 / 0 2 / 90
RESOLVED ttmet t e President s audmorQed m appoint as astomeyiMaa d rhea Carrpany prae+dent C U N Off with power am autoriy m sit on beW
of tte Coraaan lcm want' bads whch mar hom time m bra be approved by tnw vies 'del natmtial car, Presderq or Chief EimWr a OMimf of the Company n such W W at,me ono
o ceotdi ig to such condk one as may be approved by the Vcs President Chet Firwrearl OT=. Praidare a Chill Executive O Car of Its CamDam,
RESOLVED FURTHER that each Power of Ave ey no sat forts the specific descrption d the bond to whop It applies, Ile nams of the prirc"I, the mm of the Woes, the penal wa ft bond number
(=apt for a bid bond when them s no mmib4 erne idsr3fyinp ntrbe el the Allan l iM&M the idertill" rurtber of the Power of Attorney, and the name and sgratun of the Yes P asidert, the Ct al
F'sarmuxtl Officer, Premi darn or the Chief Exeatbve Chef scar ad the ComQar+y; and nay ass forth the dexrptbrt and artwttrtt d addtio real reirmauranca a coflebral, it any.
RESOLVED FURTHER that the Chid ExeckA Ofcar, President Chief Frw xw Ofrrat a Yrs Presiders of the Cernparty s auttroriaed to tesebfsh a specific ej;iVion dads for the Po",of Attorney and
to ummdly that dab (tors tine to time as the Chief icxsecanw OlFxer, President, Chief FnarcirU 0eicet a Yres ixts3idsn dssmt recssanry n hers eok decretcn; the appkab4 expiation dais ro bs cfeariy sat
forth n any va Power of Atwme)c
RESOLVED FURTHER that except as othanvea provided In the imatw6iably suoasdto rwoktioti under no pnxmetaecw spas: (a) the Conran aeroun for any bid, paymen. pertorrnaTA, or corrbnew
parts and *om anoe band (i e., a performance and Papa obbp *n in ante bond forte) exceed S1,2KODD i the bond Is praraneed byths Smatl Business Admnistrmm (b) the pwW sum of any
bord not fyuarawad by the smai &sinew Administration (aher ftn a bid bond wti&. is furthw rasafasd by dace (c)) sxmw $ZOOD,000; and (c) a bid bond wrhich Is not guaranteed by re Smat Braness
Admtrtstration be executed for a pb where, If the contract is awarded, the bond penally an any performance bond, Payment bond. or eftnation peAwmwxo aqd paymem bone ; s., a peAomana and
payment obhmim in one bond lawn) to be executed pursuant to the bid bond is eo exceed S2.imon
RESOLVED FURTHER to above norisd Attorney-iMad is Rarsad power and suhorty10 exceed ft sppkabs portal sets vet forth in the imnedtably preceQrq oesol t on la arry bond in an amotrtt aquas
to the MA of vV addswW reirsureme or of any rash, saw of as* or other mmnty received as eals" ssasty by the Company w Mueer%nt b issue the bond, me brp as re deecrpdon and amours
of addhwW reirlettvve or collateral an Set fe th in the PpKI of Aw(nsy.
RESOLVED FURTHE R net the autnorhy of the Secretary of ere Company to tartly the authenticity and deakeness of the iwo oirg msoltiors r any Linked Pomwr of komay is hereby delegated to tte
rollarng persons, the egremxs of any 0 to o lobnkrg Io bW ttv Corr a with revoci to the uthemiciy and sliwiveness of IN foregor g crosolubm as T signed by the SwmBry of the Cogxrry; Dcneld
Srldn Steven lad 3adnes, Mart A. Mrkvicka, and Michael L Johrw n
RESOLVED FURTHER that the sigrKtuns (fncl.d no cediration Mai the Pow of Attorney it stl in torso add enact) at Ow C+-W ExsW W Mor, Presdent Chia' Firaxial Officer, Yxa Prss&ri and Navy
Pubk, anc the corporate and Notary seas appearing on any Limited F'o erd Anorrky cwUning this and the fotsrgokV rasoiutors may be by faaimile.
RESOLVED FURTHER that al resdutiom adved prior io today &ppoir7wp the above nomad as a»or+ey-in-tac7 for to Cornpanyare hereby s;, waded,
IN WTNESS WHEREOF, CONTACTORS BONDING AND INSURANCE COMPANY has caused those presents la be sued by b Chet Exscuiive ONit:er, Presdon, Chet -Feiancial 0%er and 14o0 preskoortwW is
corporals seal to be h*Wo &loxes 1 / 0 2 / 9 0
w cnxrraa+ tifiWr 6aa�i4aicr raerrcc r»uoeuv— _ —49
Je
Donald Si
e
even A
STATE OF WASHINGTON — COUNTY OF ICING
AL; Pchael LJohnson,
..Zzol'ft
•
Mare rkvlcks, ClIal Finandal unwr
On q� ���� pe wnely aoDdred DONALD SIRKIN, STEVEN A GAINFS, MARC A MAKVIW and MY'HAEL L JCIHNSDNj 10 me Imown w be ere Chief E>acciw OH �, Fres ds[ :new Finveel Officer
arc 'Ice rreaoar�res{��ey, cf du oorconnion tut exaunso the bregoirq :rr. sad Pow of A'Wmay ant accwr4dged said Umhed 0' vw cf Atorney to be ris tee arc wlur ury sa enc deem ct cod w por4ory
for Cue was and purposes therein mentioned• and on oath stated that vvy an autrori*►jrytpyte4said ursiUd Power of Anorrray.
IN WITNESS WHEREOF, I have hereunto set my hand anti affixed my se _�yi ve wr1ron.
Ott l
• ?r7/92 Notary PuOlIC In and far the Stare of Wasningtoi, residing at Sea:oe
OF jy' �Q►
The undersigned, aging un3e, authchty ei the Board of Directors of 0 AND INSURANCE COMPANY, heraby eam"59s, as or in lieu cf Unrlca:e of the SeCnrtary of CONTRACTORS
BONDING AND INSURANCE COMPANY, that the above and foregoing i a flat, true and oorrect Copp v'tre Orlghai Povmf of Anorney Issued by said Company, and roes 'e eby further cerCtyr the: the sal
Power of At:o•ney is stlG In force and effect
CERTIFICATE OF INSURANCE
-19-
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PRODUCER
BLEDSOE INSURANCE AGENCY
P. O. BOX 64053
LUBBOCK, TEXAS 79464
806-794-8686
CODE SUB -CODE
INSURED
DANIEL ORTEGA CONSTRUCTION CO.,
5147-D 69TH STREET
LUBBOCK, TEXAS 79464
t
4 t p6�
INC.
ISSUE DATE (MM/DD/YY)
MAY 2911990
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
€ NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
COMPANIES AFFORDING COVERAGE
LETTER NY p► AETNA CASUALTY & SURETY
COMPALETTER B ASSIGNED RISK POLICY THRU T.W.C.A.RP.
COMPANY
LETTER
C
COMPANY
LETTER
D
COMPANY
LETTER
E
;THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION
OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT, TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO N TYPE OF INSURANCE POLICY NUMBER
,TR..
POLICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN THOUSANDS
DATE (MM/DD/YY) DATE (MM/DD/YY)
GENERAL LIABILITY
GENERAL AGGREGATE ". $ 1 MILL
COMMERCIAL GENERAL LIABILITY ;
A. XX.._.... 060GL 5505555 CCA
PRODUCTS COMP/OPS AGGREGATE $ 1 MILL._
5-15-90 5-15-91 _......._.... _._.........
CLAIMS MADE XX OCCUR.,
PERSONAL & ADVERTISING INJURY $ 1 MILL
OWNER'S & CONTRACTOR'S PROT.'
EACH OCCURRENCE
fire)
j FIRE DAMAGE (Any one fire) $ 50 s
............_....___.__ .._. __..,.._.._...:
...(Any.. _ ,,...____ _...... _.,......
MEDICAL EXPENSE (Any one person) $
AUTOMOBILE LIABILITY
COMBINED
A; XANY AUTO 060 FJ 5505554 CCF
SING'~
� LIM $ 500, 000.
5-15-90 5-15-91 LIMIT
i ALL OWNED AUTOS
...._._...._... ............_.------ _----------- __._.__.
BODILY
INJURY E $
X ;SCHEDULED AUTOS
! (Per person)
HIRED AUTOS
BODILY
X NON -OWNED AUTOS
INJURY $
(Per accident).
GARAGE LIABILITY
y........_.E
PROPERTY
$
e
DAMAGE
_._.. _.,.... _.._...._,.__.._ ..._v ...._... .._... .__._....__,,,...- _ ,_..__._.....
EXCESS LIABILITY
.................
EACH` AGGREGATE
OCCURRENCE;
p
$
OTHER THAN UMBRELLA FORM
_ _ _...................... _..,.
WORKER'S COMPENSATION '
}POLICY ORDERED THRU
_._...,, _.:. STATUTORY e
3
AND
$ (EACH ACCIDENT) _.
5-23-90 r � ...100, _,..
B I T.W.C.A.R.P.
,5-23-91
(DISEASE -POLICY uMln
$
EMPLOYERS' LIABILITY CERTIFICATE TO FOLLOW
FROM COMPANY --500, ..,..
(DISEASE .. EACH EMPLOYEE
_...... .. ... m..... _..,_,
OTHER
i
i
i
DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS
(PROJECT: RENOVATION AND ADDITION TO POLICE ACADEMY
City of Lubbock
Building Inspection/Permit
P. 0. Box 2000
Lubbock, Texas 79457
ACORD 25-S
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
Offs ice MAIL 010 DAYS WRITTEN NOTICE -TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED RE ESENTATIVE
BL OE I C A NCY
os .. - :SAC D CORPORATION 1988
0
r
CONTRACT
-21-
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CONTRACT
STATE OF TEXAS
P—.
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this 10th day of May, 1990, 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 Daniel Ortega Construction Co., Inc. 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:
BID # 10493 - RENOVATION OF POLICE ACADEMY 8 FIRING RANGE FOR THE AMOUNT OF $ 81,500.000
and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or
their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence,
Labor, insurance and other accessories and services necessary to complete the said construction in accordance with
the contract documents as defined in the General Condition of Agreement.
The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have
been given to him and to substantially complete same within the time specified in the contract documents.
The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with
the proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to
make payment on account thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County,
Texas in the year and day first above written.
Secr ary
APP OVED AS TO CONTENT:
J
APPROVED AS TO FORM:
r
ATT�1
Corporate Secretary
CITY OF LUBBOCK, TEXAS (OWNER)
MAYOR
Daniel Ortega Construction
Co., Inc.
CONTRACTOR
By:.
j�
TITLE- a •�./��.
COMPLETE ADDRESS.
5147 69th St. Suite D-2
Lubbock, TX 79424
-22-
r
(This page left blank intentionally)
..s
r-
GENERAL CONDITIONS OF THE AGREEMENT
-23-
No Text
0
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: Daniel Ortega
Construction Co., Inc., 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 under
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,18 "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
-24-
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
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.
-25-
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
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-
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 claims 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.
-26-
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.
-27-
21. OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all reasonable times to observe and test the
work. Contractor shall make necessary arrangements and provide proper facilities and access for such 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
the requirements of the contract documents.
t--
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
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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 shall be incorporated in the written extra work
order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and 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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25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this contract that all work described in the proposal, the
specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor
and that such price shall include all appurtenances necessary to complete the work in accordance with the
intent of these contract documents as interpreted by Owner's Representative. If the Contractor finds any
discrepancies or omissions in these plans, specifications, or contract documents, he should notify the
Owners' Representative and obtain a clarification before the bids are received, and if no such request is
received by the 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 codes. 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 incompatible 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.
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28. CONTRACTOR'S INSURANCE
The Contractor shalt 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
Explosion & Collapse Hazard
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.
B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability insurance.
The Contractor shall 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 (100% of poten-
tial loss) naming the City of Lubbock as insured.
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E. Excess or Umbrella Liability Insurance
The Contractor shall have Excess or Umbrella Liability Insurance in the amount of
($1,000,000 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. Worker'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 shall submit to the
Owner for approval five Certificates of Insurance covering each insurance policy carried and
offered as evidence of compliance with the above insurance requirements, signed by an authorized
representative of the insurance company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date borne
by such certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the
date borne by such certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the named 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.
29. 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 FIFTY DOLLARS) PER DAY, not as a penalty, but as liquidated
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damages for the breach of the contract as herein set forth for each and every calendar day that the
Contractor shall be in default after the time stipulated for completing the work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the 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-
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.
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
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
oNn force, the Owner's Representative may direct the time and manner of constructing work done under this
�— contract so that conflicts will be avoided and the construction of the various works being done for the
Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative,
'— schedules which shall show the order in which the Contractor 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. EXTENSION 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
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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 time requested during the progress of the work furnish the Owner or
Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness
in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or
otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the 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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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.
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 suns 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.
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
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 A 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
'^ 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.
-38-
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.
-39-
53. LOSSES FROM NATURAL CAUSES
Unless otherwise specified herein, all loss or damage to the Contractor arising out of the nature of the
work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution
of the same, 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.
-40-
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CURRENT WAGE DETERMINATIONS
-41-
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Resolution 42502
` January 8, 1987
Agenda Item #18
DGV: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
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
Such wage rates are hereby found and declared to be the general prevailing
rate of per diem wages in all localities where public works are undertaken
on behalf of the City of Lubbock and such wage rates shall be included in
all public works contracts as provided by law.
Passed by the City Council this 8th day of January 1987.
B.C. McMINN, MAYOR
Ranett&-Boyd, City Secretary
APPROVED TO ONTENT: APPROVED AS TO FORM:
Bi 1 P dyne, Dilrector of Building DoMld G. Vandiver, First
Services Assistant City Attorney
is
EXHIBIT A
City of Lubbock
Building Construction Trades
Prevailing Rates
Craft Hourlv 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
g 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
r .
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
F
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
z
EXHIBIT C
Electric Construction Trades
----- Prevailing Wage Rates
Craft Hourly Rate
Power Line Foreman $11.00
Lineman Journeyman 10.45
Lineman Apprentice Series 8.90
Groundman Series 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.
so
0
SPECIFICATIONS
-42-
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2A1
SITE CLEARING
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements (if any),
apply to the work specified in this section.
DESCRIPTION OF WORK:
The extent of site clearing is shown on the drawings.
�^ Site clearing work includes, but is not limited to, the
following:
Clearing and grubbing.
JOB CONDITIONS:
^� Protection of Existing Improvements:
'Provide protections necessary to prevent damage to existing
improvements indicated to remain in place.
Protect improvements on adjoining properties and on the
Owner's property.
Restore damaged improvements to their original condition, as
acceptable to parties having jurisdiction.
Improvements on Adjoining Property:
Authority for performing removal and alteration work on
property adjoining the.Owner's property will be obtained by
the Owner prior to award of contract.
Salvable Improvements:
Carefully remove items indicated to be salvaged, and store on
the Owner's premises where indicated, unless otherwise
directed.
EXECUTION
SITE CLEARING:
SITE CLEARING 2A1-1
General:
Remove vegetation, improvements, or obstructions interfering
with installation of new construction. Remove such items
elsewhere on the site or premises as specifically indicated.
Removal includes stumps, roots, grass and rubble.
Topsoil: Topsoil is defined as friable clay loam surface
soil ound in a depth of not less than 4". Satisfactory
topsoil is reasonably free of subsoil, clay lumps, stones,
and other objects over 2" in diameter, and without weeds,
roots, and other objectionable material.
Remove heavy growths of grass from areas before stripping.
Clearing and Grubbing:
Clear the site of vegetation, except for that indicated to be
left standing.
Completely remove stumps, roots, and other debris protruding
through the ground surface.
Fill depressions caused by clearing and grubbing operations
with satisfactory soil material, unless further excavation or
'earthwork is indicated.
Place fill material in horizontal layers not exceeding 6"
loose depth, and thoroughly compact to a density equal to
adjacent original ground.
Removal of Improvements: Remove above -grade and below -grade
improvements necessary to permit construction, and other work
as indicated.
DISPOSAL OF WASTE MATERIALS:
Burning on Owner's Property:
Burning is not permitted on the Owner's property.
Removal from Owner's Property: Remove waste materials and
unsuitable and excess topsoi from the Owner's property and
dispose of legally.
END OF SECTION
SITE CLEARING 2A1-2
SECTION 2BO
EXCAVATING, FILLING AND GRADING
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements (if any)
apply to the work specified in this section.
DESCRIPTION OF WORK:
The extent of excavation, filling and grading is shown on the
drawings.
QUALITY ASSURANCE:
Codes and Standards: Perform excavation work in compliance
with applicable requirements of governing authorities having
jurisdiction.
Testing and Inspection Service:
Owner may engage soil testing and inspection service for
quality control testing during earthwork operations.
7nQ Pnh1nTTTnK1C.
Use of Explosives:
The use of explosives is not permitted.
Protection of Persons and Property: Barricade open
excavations occurring as part of this work and post with
warning lights.
Operate warning lights as recommended by authorities having
jurisdiction.
PRODUCTS
SOIL MATERIALS:
Subbase Material: Locally available natural "caliche"
Backfill and Fill Materials: Satisfactory top on "sandy
loam" soil materials free of clay, rock or gravel larger than
2" in any dimension, debris, waste, frozen materials,
vegetable and other deleterious matter.
EXCAVATING, FILLING AND GRADING 2BO-1
EXECUTION
INSPECTION:
Examine the areas and conditions under which excavating,
filling, and grading are to be performed and notify the
Contractor, in writing of conditions detrimental to the
proper and timely completion of the work. Do not proceed with
the work until unsatisfactory conditions have been corrected
in an acceptable manner..
EXCAVATION:
Excavation consists of removal and disposal of material
encountered when establishing required grade elevations.
Excavation Classifications:
The following classifications of excavation will be made when
unanticipated rock excavation is encountered in the work.
Do not perform such work until material to be excavated
has been cross -sectioned and classified by Architect.
Such excavation will be paid on basis of contract
conditions relative to changes in work.
Earth excavation includes removal and disposal of pavements
and other obstructions visible on ground surface, underground
structures and utilities indicated to be demolished and
removed, material of any classification indicated in data on
subsurface conditions, and other materials encountered that
are not classified as rock excavation or unauthorized
excavation.
Rock excavation consists of removal and disposal of materials
encountered that cannot be excavated with a.3/4 cubic yard
capacity power shovel without drilling and blasting, or
continuous use of a ripper or other special equipment, except
such materials that are classified as earth excavation.
Typical of materials classified as rock are boulders
1/2 cu. yd. or more in volume, solid rock, rock in
ledges, and rock -hard cementitious aggregate deposits.
Unauthorized excavation consists of removal of materials
beyond indicated subgrade elevations or dimensions without
specific direction of Architect. Unauthorized excavation, as
well as remedial work directed by the Architect, shall be at
the Contractor's expense.
Elsewhere, backfill and compact unauthorized excavations as
specified for authorized excavations of same classification,
unless otherwise directed by Architect.
EXCAVATING, FILLING AND GRADING 2BO-2
Stability of Excavations: Slope sides of excavations to
comply with local codes and ordinances having jurisdiction.
Shore and brace where sloping is not possible because of
space restrictions or stability of material excavated.
Maintain sides and slopes of excavations in a safe condition
until completion of backfilling.
Material Storage: Stockpile satisfactory excavated materials
,.. where directed, until required for backfill or fill. Place,
grade and shape stockpiles for proper drainage.
Dispose of excess soil material and waste materials as herein
.� specified.
COMPACTION:
General: Control soil compaction during construction
pro iv d ni g minimum percentage of density specified for each
.� area classification.
Percentage of Maximum Density Requirements:
Compact soil to not less than the following percentages of
maximum dry density for soils which exhibit a well-defined
Moisture density relationship determined in accordance with
-� ASTM D 1557; and not less than the following percentages of
relative density, determined in accordance with ASTM D 2049,
for soils which will not exhibit a well-defined moisture -
density relationship.
Berms: Each layer of backfill or fill material and sub -
Fa —se material at 95% maximum dry density or 90% relative
dry density.
Moisture Control : Where subgrade or layer of soil material
must be moisture conditioned before compaction, uniformly
apply water to surface of subgrade, or layer of soil
material, to prevent free water appearing on surface during
or subsequent to compaction operations.
Ground Surface Preparation: Remove vegetation, debris,
unsatisfactory soil materials, obstructions, and deleterious
�^ materials from ground surface prior to placement of fills.
Plow strip, or break-up sloped surfaces steeper than 1
vertical to 4 horizontal so that fill material will bond with
existing surface.
EXCAVATING, FILLING AND GRADING 2BO-3
When existing ground surface has a density less than that
specified under "Compaction for the particular area
classification, break up the ground surface, pulverize,
moisture -condition to the optimum moisture content, and
compact to required depth and percentage of maximum density.
Placement and Compaction: Place backfill and fill materials
in layers not more than 8" in loose depth for material
compacted by heavy compaction equipment, and not more than 4"
in loose depth for material compacted by hand -operated
tampers.
Before compaction, moisten or aerate each layer as necessary
to provide the optimum moisture content. Compact each layer
to required percentage of maximum dry density or relative dry
density for each area classification. Do not place backfill
or fill material on surfaces that are muddy, frozen, or
contain frost or ice.
Place backfill and fill materials evenly adjacent to
structures, to required elevations. Take care to prevent
wedging action of backfill against structures by carrying the
material uniformly around structure to approximately same
elevation in each lift.
GRADING:
General: Uniformly grade areas within limits of grading
under this section, including adjacent transition areas.
Smooth finished surface within specified tolerances, compact
with uniform levels or slopes between points where elevations.
are shown, or between such points and existing grades.
FIELD QUALITY CONTROL
Quality Control Testing During Construction: Allow testing
service to inspect and approve su grades and fill layers
before further construction work is performed.
MAINTENANCE:
Protection of Graded Areas: Protect newly graded areas from
traffic and erosion. Keep free of trash and debris.
Repair and re-establish grades in settled, eroded, and rutted
area to specified tolerances.
EXCAVATING, FILLING AND GRADING 2BO-4
Reconditioning Compacted Areas: Where completed compacted
areas are disturbed by subsequent construction operations or
adverse weather, scarify surface, re -shape, and compact to
required density prior to further construction.
DISPOSAL OF EXCESS AND WASTE MATERIALS:
Removal from Owner's Property:
Remove excess excavated material, trash, debris and waste
materials and dispose of is off the Owner's property.
END OF SECTION
EXCAVATING, FILLING AND GRADING 2BO-5
SECTION 5JO
METAL FABRICATIDIU
GENERAL
RELATED DOCUMENTS:
The general provisions of the
Supplementary Conditions and
apply to the work specified in
DESCRIPTION OF WORK:
Contract, including General and
General Requirements (if any),
this sections.
The extent of metal fabrications work is shown on drawings
and includes items fabricated from iron and steel shapes,
plates, bars, strips, tubes, pipes and castings.
QUALITY ASSURANCE:
Field Measurements: Take field measurements prior to
preparation of sop drawings and fabrication, where possible.
Do not delay job progress; allow for trimming and fitting
wherever taking field measurements before fabrication might
delay work.
Shop Assembly: Preassemble items in shop to greatest extent
possible to minimize field splicing and assembly.
Disassemble units only as necessary for shipping and handling
limitations. Clearly mark units for reassembly and
coordinated installation.
SUBMITTALS:
Manufacturer's Data, Metal Fabrications:
For information only, submit 2 copies of manufacturer's
specifications, anchor details and installation instructions
for products to be used in the fabrication of miscellaneous
metal work, including paint products. Indicate by
transmittal that copy of instructions has been distributed to
Installer.
Shop Drawings, Metal Fabrications:
Submit shop drawings for fabrication and erection of
miscellaneous metal fabrications. Include plans, elevations,
and details of sections and connections. Show anchorage and
accessory items. Provide templates for anchor and bolt
installation by others.
METAL FABRICATIONS 5JO-1
PRODUCTS:
MATERIALS AND COMPONENTS:
Metal Surfaces, General: For fabrication of miscellaneous
metal work which will be exposed to view, use only materials
which are smooth and free of surface blemishes including
pitting, seam marks, roller marks, rolled trade names and
roughness.
Steel Plates, Shapes and Bars: ASTM A 36.
Steel Tubing: Hot -formed, welded or seamless, ASTM A 501.
Steel Bars and Bar -Size Shapes: ASTM A 306, Grade 65, or
Galvanized Carbon Steel Sheets: ASTM A 526, with ASTM A 525,
inc coating.
r Malleable Iron Castings: ASTM A 47, grade as selected.
Steel Pipe: ASTM A 53; type as selected; Grade A; black
finish un ess galvanizing is required; standard weight
(Schedule 40), unless otherwise indicated.
Concrete Inserts: Threaded or wedge type, galvanized ferrous
castings, either malleable iron ASTM A 47 or cast steel ASTM
A 27. Provide bolts, washers and shims as required, hot -dip
galvanized, ASTM A 153.
Nonshrink Nonferrous Grout: CE CRD C588.
�., FASTENERS:
General: Provide zinc -coated fasteners for exterior use or
wwiere wilt into.exterior walls. Select fasteners for the
type, grade and class required.
Bolts and Nuts: Regular hexagon head type, ASTM A 307,
�-- rude A.
Lag Bolts: Square head type, FS FF-B-561.
Machine Screws: Cadmium plated steel, FS FF-S-92.
Wood Screws: Flat head carbon steel, FS FF-S-111.
Plain Washers: Round, carbon steel, FS FF-W-92.
Masonry Anchorage Devices: Expansion shields, FS FF-S-325.
METAL FABRICATIONS 5JO-2
Toggle Bolts: Tumble -wing type, FS FF-B-588, type, class and
style as required.
Lock Washers:
PAI NT:
Helical spring type carbon steel, FS FF-W-84.'
Metal Primer Paint: Red lead mixed pigment, alkyd varnish,
linseed oil paint, FS TT-P-86, Type II; or red lead iron
oxide, raw linseed oil, alkyd paint, Steel Structures
Painting Council (SSPC) Paint 2-64; or basic lead silico
chromate base iron oxide, linseed oil, alkyd paint,
FS TT-P-615, Type II.
Primer selected must be compatible with finish coats of
paint. Coordinate selection of metal primer with finish
paint requirements specified in Division 9.
Galvanizing Repair Paint: High zinc dust content paint for
rega vanizing welds -in galvanized steel. complying with
Military Specifications MIL-P-21035 (Ships).
FABRICATION, GENERAL:
Workmanship:
Use materials of size and thickness shown or, if not shown,
of required size and thickness to produce strength and
durability in finished product. Work to dimensions shown or
accepted on shop drawings, using proven details of
fabrication and support. Use type of materials shown or
specified for various components of work.
Form exposed work true to line and level with accurate angles
and surfaces and straight sharp edges. Ease exposed edges to
a radius of approximately 1/32" unless otherwise shown. Form
bent -metal corners to smallest radius possible without
causing grain separation or otherwise impairing work.
Weld corners and seams continuously, complying with AWS
recommendations. At exposed connection, grind exposed welds
smooth and flush to match and blend with adjoining surfaces.
Form exposed connections with hairline joints, flush and
smooth, using concealed fasteners wherever possible. Use
exposed fasteners of type shown or, if not shown, Phillips
flat -head (countersunk) screws or bolts.
METAL FABRICATIONS 5JO-3
Provide for anchorage of type shown, coordinated with
supporting structure. Fabricate and space anchoring devices
to provide adequate support for intended use.
Cut, reinforce, drill and tap miscellaneous metal work as
indicated to receive finish hardware and similar items.
Shop Painting:
Shop paint miscellaneous metal work, except members or
portions of members to be embedded in concrete or masonry,
surfaces and edges to be field welded, and galvanized
surfaces, unless otherwise specified.
Remove scale, rust and other deleterious materials before
applying shop coat. Clean off heavy rust and loose mills
-- scale in accordance with SSPC SP-2 "Hand Tool Cleaning", or
SSPC SP-3 "Power Tool Cleaning", or SSPC SP-7 "Brush -Off
Blast Cleaning".
Remove oil, grease and similar contaminants in accordance
with SSPC SP-1 "Solvent Cleaning".
-^ Immediately after surface preparation, brush or spay on
primer in accordance with manufacturer's instructions, and at
*a rate to provide uniform dry film thickness of 2.0 mils for
each coat. Use painting methods which will result in full
coverage of joints, corners, edges, and exposed surfaces.
Apply one shop coat to fabricated metal items, except apply 2
coats of paint to surfaces inaccessible after assembly o.r
erection. Change color of second coat to distinguish it from
the first.
Miscellaneous Framing and Supports:
Fabricate miscellaneous units to sizes, shapes and profiles
shown or if not shown, of required dimensions to receive
adjacent other work to be retained by framing. Except as
otherwise shown, fabricate from structural steel shapes and
plates and steel bars, of welded construction using mitered
joints for field connection. Cut, drill and tap units to
receive hardware and similar items.
Equip units with integrally welded anchors for casting into
concrete or building into masonry. Furnish inserts if units
must be installed after concrete is placed.
EXECUTION
INSPECTION:
METAL FABRICATIONS 5JO-4
Installer must examine the areas and conditions under which
miscellaneous metal items are to be installed and notify the
Contractor in writing of conditions detrimental to the proper
and timely completion of the work. Do not proceed with the
work until unsatisfactory conditions have been corrected in a
manner acceptable to the Installer.
PREPARATION:
Furnish setting drawings, diagrams, templates, instructions,
and directions for installation of anchorages, such as
concrete inserts, anchor bolts and miscellaneous items having
integral anchors, which are to be embedded in concrete or
masonry construction. Coordinate delivery of such items to
project site.
INSTALLATION:
Setting Loose Plates:
Clean concrete and masonry bearing surfaces of any bond -
reducing materials, and roughen to improve bond to surfaces.
Clean the bottom surface of bearing plates.
Set loose leveling and bearing plates on wedges, or other
adjustable devices. After the bearing members have been
positioned and plumbed, tighten the anchor bolts. Do not
remove wedges or shims, but if protruding, cut-off flush with
the edge of the bearing plate before packing with grout.
Pack grout solidly between bearing surfaces and plates to
ensure that no voids remain.
Fastening to In -Place Construction: Provide anchorage
devices and fasteners where necessary for securing
miscellaneous metal fabrications to in -place construction;
including, threaded fasteners for concrete and masonry
inserts, toggle bolts, through -bolts, lag bolts, wood screws
and other connectors as required.
Cutting, Fitting and Placement: Perform cutting, drilling
and fitting require or insta ation of miscellaneous metal
fabrications. Set work accurately in location, alignment,
and elevation, plumb, level, true and free of rack, measured
from established lines and levels. Provide temporary bracing
or anchors in formwork for items which are to be built into
concrete, masonry or similar construction.
Fit exposed connections accurately together to form tight
hairline joints. Weld connections which are not to be left
as exposed joints, but cannot be shop welded because of
METAL FABRICATIONS 5JO-5
shipping size limitations. Grind exposed joints smooth and
touch-up shop paint coat. Do not weld, cut or abrade the
surfaces of exterior units which have been hot -dip galvanized
after fabrication, and are intended for bolted or screwed
field connections.
�— Field Welding: Comply with AWS Code for procedures of manual
shielded elded metal -arc welding, appearance and quality of welds
made, and methods used in correcting welding work.
Touch -Up Painting: Immediately after erection, clean field
welds, bolted connections, and abraded areas of shop paint,
and paint exposed areas with same material as used for shop
painting. Apply by brush or spray to provide a minimum dry
film thickness of 2.0 mils.
END OF SECTION
-- METAL FABRICATIONS 5JO-6
SECTION 6EO
CARPENTRY
GENERAL
RELATED DOCUMENTS:
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply
to work of this section.
DESCRIPTION OF WORK:
The extent of the carpentry work as shown on drawings.
QUALITY ASSURANCE:
Lumber Standards: Comply with PS 20.
Factory -mark each piece of lumber with type, grade, mill and grading
agency, except omit marking from surfaces to be exposed with
transparent finish or without finish.
CIIRMTTTAI S-
Wood-Treatment Data:
Submit treatment mfr's instructions for proper use of each type of
treated material.
Dip Treatment: For each type specified, include certification by
treating plant stating chemical solutions used, submersion period
and conformance with specified standards.
Pressure Treatment: For each type specified, include
certification by treating plant stating chemicals and process
used, net amount of preservative retained and conformance with
applicable standards.
For water -borne preservatives,
content of treated materials was
to shipment to project site.
PRODUCT HANDLING:
include statement that moisture
reduced to a maximum of 15% prior
Delivery and Storage: Keep materials dry at all times. Protect
against exposure to weather and contact with damp or wet surfaces.
Stack lumber and plywood, and provide air circulation within stacks.
JOB CONDITIONS:
CARPENTRY 6EO-1
Coordination: Fit carpentry work to other work; scribe and cope as
required for accurate fit. Correlate location of furring, nailers,
blocking, grounds and similar supports to allow proper attachment of
other work.
PRODUCTS:
MATERIALS:
Lumber: Nominal sizes are indicated, except as shown by detail
dimensions. Provide actual sizes as required by PS 20, for moisture
content specified for each use.
Select Structural grade.
Any species of the specified grade.
Douglas Fir.
Any species and grade which meets or exceeds the following values:
Fb (min. extreme fiber stress in bending); 1500 psi.
E (min. modulus of elasticity); 1,500,000 psi.
Plywood:
Provide 4' x 8' panels with square edges.
EXECUTION
INSPECTION: Installer must examine the substrates and supporting
structure and the conditions under which the carpentry work is to be
installed, and notify the Contractor in writing of conditions
-- detrimental to the work. Do not proceed with the installation until
unsatisfactory conditions have been corrected in a manner acceptable to
the Installer.
INSTALLATION:
General: Discard units of material with defects which impair quality
of work, and units which are too small to use in fabricating work with
minimum joints or optimum joint arrangement.
Set carpentry work accurately to required levels and lines, with
members plumb and true and accurately cut and fitted.
Securely attach carpentry work to substrate by anchoring and fastening
as shown and as required by recognized standards. Countersink nail
heads on exposed carpentry work and fill holes.
CARPENTRY 6EO-2
Use common wire nails, except as otherwise indicated. Use finishing
nails for finish work. Select fasteners of size that will not
penetrate members where opposite side will be exposed to view or will
receive finish materials. Make tight connections between members.
Install fasteners without splitting of wood; predrill as required.
Wood Grounds, Nailers, Blocking and Sleepers:
Provide wherever shown and where required for screeding or attachment
of other work. Form to shapes as shown and cut as required for true
line and level of work to be attached. Coordinate location with other
work involved.
Wood Furring:
Install plumb and level with closure strips at edges and openings.
Shim with wood as required for tolerance of finished work.
END OF SECTION
CARPENTRY 6EO-3
SECTION 6G0
ARCHITECTURAL WOODWORK
GENERAL
RELATED DOCUMENTS: The general provisions of the contract,
including General and Supplementary Conditions and General
Requirements, apply to the work specified in this section.
DESCRIPTION OF WORK:
The extent of each type of architectural woodwork is shown on
drawings and in schedules.
Architectural woodwork is defined to include (in addition to
..� items so designated on drawings) miscellaneous exposed wood
members commonly known as "Finish Carpentry" of "Millwork",
except where specified under another section of these
specifications.
Casework with or for paint finish.
Plastic laminate countertops.
QUALITY ASSURANCE:
Quality Standards: Except as otherwise shown or specified,
comply with specified provisions of the following:
Architectural Woodwork Institute (AWI) "Quality
Standards".
Quality Marking: Mark each unit of architectural woodwork
wit mill s or Fabricator's identification and grade mark,
located on surfaces which will not be exposed after
installation.
Arrange for the fabrication and installation of architectural
woodwork, with sequence matched wood veneers, to be produced
by a single firm.
SUBMITTALS:
Shop Drawings: Submit shop drawings showing location of each
item, dimensioned plans and elevations, large scale details,
attachment devices and other components. Submit shop
�.. drawings for the following:
Casework.
PRODUCT DELIVERY, STORAGE AND HANDLING:
ARCHITECTURAL WOODWORK 6GO-1
Protect woodwork during transit, delivery, storage and
handling to prevent damage, soiling and deterioration.
Do not deliver woodwork, until painting, wet work, grinding
and similar operations which could damage, soil or
deteriorate woodwork have been completed in installation
areas. If, due to unforeseen circumstances, woodwork must be
stored in other than installation areas, store only in areas
meeting requirements specified for installation areas.
JOB CONDITIONS:
Conditioning: Installer shall advise Contractor of
temperature and humidity requirements for woodwork
installation areas. Do not install woodwork until required
temperature and relative humidity have been stabilized and
will be maintained in installation areas.
Maintain temperature and humidity in installation area as
required to maintain moisture content of installed woodwork
within a 1.0 percent tolerance of optimum moisture content,
from date of installation through remainder of construction
period. The fabricator of woodwork shall determine optimum
moisture content and required temperature and humidity
conditions.
PRODUCTS:
BASIC MATERIALS AND FABRICATION METHODS:
General: Except as otherwise indicated, comply with
following requirements for architectural woodwork not
specifically indicated as prefabricated or prefinished
standard products.
Wood Moisture Content: Provide kiln -dried lumber with an
average content range of 9% to 13% for exterior work and 6%
to 11% for interior work. Maintain temperature and relative
humidity during fabrication, storage and finishing operations
so that moisture content values for woodwork at time of
installation do not exceed the following:
Interior Wood Finish: 5%-107. for mild regions (as
defined by AWI).
Wood for Painted Finish: Comply with quality standards for
selection of species, grade and cut (Fabricator's option,
except as otherwise indicated.)
ARCHITECTURAL WOODWORK 6G-2
Plastic Laminate: Comply with NEMA LD-3; type, thickness,
color, pattern and finish as indicated for each application.
Quality Standards: For following types of architectural
woodwork; comply with indicated standards as applicable:
Casework and Countertops: AWi Section 400.
Design and Construction Features: Comply with details shown
or profile and construction o architectural woodwork; and,
where not otherwise shown, comply with applicable Quality
Standards, with alternate details as Fabricator's option.
Pre -Cut Openings: Fabricate architectural woodwork with pre-
cut openings, wherever possible, to receive hardware,
appliances, plumbing fixtures, electrical work and similar
items. Locate openings accurately and use templates or
roughing -in diagrams for proper size and shape. Smooth edges
of cutouts and, where located in countertops and similar
exposures, seal edges of cutouts with a water-resistant
coating.
Measurements: Before proceeding with fabrication of woodwork
required to be fitted to other construction, obtain
measurements and verify dimensions and shop drawing details
as required for accurate fit.
Where sequence of measuring substrates before
fabrication would delay the project, proceed with
fabrication (without field measurements) and provide
ample borders and edges to allow for subsequent scribing
and trimming of woodwork for accurate fit.
ARCHITECTURAL WOODWORK TYPES:
Wood Casework, Paint Finish:
Grade: Economy, except.Custom Grade drawer construction.
Exposed Portions: Provide solid wood and plywood (no plywood
substitutes) meeting requirements for specified Quality
Grade.
Plastic Laminate Countertops:
General: Except as otherwise indicated, provide separate
plastic laminate countertops (installed on other casework or
other support system as indicated) to comply with
requirements for casework for plastic laminate finish.
ARCHITECTURAL WOODWORK 6GO-3
Grade: Same as casework, where casework is architectural
woodwork.
Finish of Plastic Laminate: Matt finish.
Plastic Laminate Type: Fire -rated type, 0.050" thick; UL
tested and labeled ratings of 25 for flame spread, 25 for
fuel contributed and 100 for smoke developed when bonded to
wood particle board.
FINISH FOR ARCHITECTURAL WOODWORK:
Paint Finish Standard: AWI finish System No. 8, Custom
Grade, closed grain finish.
Shop Application: Sealer.
CABINET HARDWARE AND ACCESSORY MATERIALS:
General: Provide cabinet hardware and accessory materials
associated with architectural woodwork.
Hardware Standards: Except as otherwise indicated, comply
with NSI A156.9 American National Standard for Cabinet
Hardware".
Quality Level: Type 2 (institutional), unless otherwise
indicated.
Quality Certification: Where available, provide cabinet
hardware bearing t e HMA certification label, affixed
either to hardware or its packaging, showing compliance
with BHMA Cabinet Hardware Standard 201.
Cabinet Door Hardware: Provide hinges, catches and pulls to
properly accommodate each door size and style.
Drawer Hardware: Provide slides and pulls of types
indicated, to properly accommodate each drawer size and
style.
Equip each drawer with side -mounted, full -extension,
ball -bearing, nylon roller drawer slides.
Exposed Hardware Finish: Except where not available, provide
exposed hardware with brushed stainless steel finish as
selected by Architect.
FYFri ITT M
INSPECTION:
ARCHITECTURAL WOODWORK 6GO-4
Examination: The Installer must examine substrates and
conditions under which work is to be installed, and notify
Contractor in writing of unsatisfactory conditions. Do not
proceed with work until unsatisfactory conditions have been
corrected in a manner acceptable to Installer.
PREPARATION: Condition woodwork to average prevailing
— humidity conditions in installation areas prior to
installing.
.r.
Pre -Installation Meeting: Meet at project site prior to
delivery of arch itectu ra woodwork and review coordination
and environmental controls required for proper installation
and ambient conditioning in areas to receive work. Include
in meeting the Contractor, Architect and other Owner
Representatives (if any), installers of architectural
woodwork, wet work such as plastering, other finishes,
painting, mechanical work and electrical work, and firms or
persons responsible for continued operation (whether
temporary or permanent) of HVAC system as required to
maintain temperature and humidity conditions. Proceed with
woodwork installation only when everyone concerned agrees
that required ambient conditions can be properly maintained.
Prior to installation of architectural woodwork, examine shop
'fabricated work for completion, and complete work as
required, including back priming and removal of packing.
INSTALLATION: Install the work plumb, level, true and
s raight wTt_h no distortions. shim as required using
concealed shims. Install to a tolerance of 1/8" in 8'-0" for
plumb and level (including countertops); and with 1/16"
maximum offset in flush adjoining surfaces, 1/8" maximum
�., offsets in revealed adjoining surfaces.
Scribe and cut work to fit adjoining work, and refinish cut
surfaces or repair damaged finish at cuts.
Anchor woodwork to anchors or blocking built-in or directly
attached to substrates. Secure to grounds, stripping and
blocking with countersunk, concealed fasteners and blind
nailing as required for a complete installation. Except
where prefinished matching fasteners heads are required, use
... fine finishing nail for exposed nailings, countersunk and
filled flush with woodwork, and matching final finish where
transparent finish is indicated.
Casework: Install without distortion so that doors and
raawerWill fit openings properly and be accurately aligned.
Adjust hardware to center doors and drawer in openings and to
provide unencumbered operation. Complete the installation of
ARCHITECTUAL WOODWORK 6GO-5
hardware and accessory items as indicated. Maintain veneer
sequence matching (if any) of casework with transparent
finish.
Countertops: Anchor securely to base units and other support
systems as indicated.
ADJUSTMENTS, CLEANING, FINISHING AND PROTECTION: Repair
damaged and defective woodwork w erever possible to eliminate
defects functionally and visually; where not possible to
repair properly, replace woodwork. Adjust joinery for
uniform appearance.
Clean hardware, lubricate and make final adjustments for
proper operation.
Clean woodwork on exposed and semi -exposed surfaces. Touch-
up shop -applied finishes to restore damaged or soiled areas.
Complete the finishing work specified as work of this
section, to whatever extent not completed at shop or prior to
installation of woodwork.
Refer to the 9T-Series sections for final finishing of
installed architectural woodwork.
Protection: Installer of architectural woodwork shall advise
ontractor of final protection and maintained conditions
necessary to ensure that work will be without damage or
deterioration at time of acceptance.
END OF SECTION
ARCHITECTUAL WOODWORK 6GO-6
SECTION 7EO
VAPOR BARRIE S
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements (if any),
apply to the work specified in this section.
DESCRIPTION OF WORK:
The extent of each type of vapor barrier work is shown on the
drawings.
The following types and applications of work are specified in
this section.
Elastic sheet vapor barriers.
QUALITY ASSURANCE:
Subcontract the vapor barrier work of this section to the
Installer of the associated work, including waterproofing and
roofing, so that there will be undivided responsibility for
the related items of work.
SUBMITTALS:
Mfr's Data: For information only, submit 2 copies of
specifications, installation instructions and general
-- recommendations by the mfr. of vapor barrier materials.
Include mfr's published data or certified test data for each
material, showing compliance with the requirements. Indicate
by transmittal form that one copy of each installation
instruction has been distributed to the Installer.
JOB CONDITIONS: Proceed with vapor barrier work only after
substrate construction and penetrating work have been
completed.
The Installer must examine the substrate and the conditions
under which vapor barrier work is to be performed, and notify
the Contractor in writing of unsatisfactory conditions. Do
not proceed with the work until unsatisfactory conditions
have been corrected in a manner acceptable to the Installer.
Weather Conditions: Proceed with vapor barrier work only
�^ when weather conditions comply with mfr's recommendations and
will permit the materials to be applied in accordance with
the recommendations.
VAPOR BARRIERS 7EO-1
PRODUCTS
MATFRT AI_S
Polyethylene Elastic Sheet Vapor Barrier: Polyethylene film
of thickness indicated, 10-mil thickness , with vapor rating
of 0.20 perms or less based on 4-mil thickness.
Miscellaneous Materials:
General: Provide adhesives, tapes, (lashings, and
accessories as recommended by the vapor barrier mfr., to
maintain the vapor rating for the entire barrier. Comply
with fire and flame spread ratings (if any), as required for
the vapor barrier work.
FXFCI ITT nN
PREPARATION OF SUBSTRATE: Clean the substrate of projections
and substances detrimental to the work; comply with
recommendations of the vapor barrier mfr.
INSTALLATION:
Seal joints in vapor barrier and seal to other surfaces at
extremities and penetrations of barrier.
Set one course of 10-mil polyethelene film with water tight
edges, perimeters and penetrations.
VAPOR BARRIERS 7EO-2
SECTION 7H
BUILT-UP
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements, apply to the
work specified in this section.
DESCRIPTION OF WORK:
The extent of built-up roofing system work (BUR) is indicated on
the drawings and by provisions of this section, and is defined to
include removal of exisiting roofing, flashing and insulation
materials; installation of new roofing, flashing and stripping as
indicated on the drawings.
The types of BUR required for project include:
Aggregate -surfaced roofing (AgS-BUR).
Other types of work adjoining or related to BUR system are
specified.as work of other sections of these specifications.
QUALITY ASSURANCE:
Single -Installer Responsibility: A single Installer ("Roofer")
shall perform the work of t is section; and shall be a firm
specializing in BUR system work for at least 3 years, capable of
showing successful installations similar to work required for
_ project.
Manufacturers: Provide primary products, including each type of
roofing sheet (felt), bitumen, insulation and vapor barrier (if
any), produced by a single manufacturer, which has produced that
type product successfully for not less than 3 years. Provide
secondary products which are acceptable to manufacturers of
primary products.
UL Labels: Provide roof covering materials bearing UL label,
with fire exposure Class as indicated (as required by code and as
otherwise indicated).
Classified Marking: Class A.
CIIRMTTTAI S-
�., Product Data: Submit manufacturer's product specifications,
installation instructions and general recommendations for each
principal roofing system product required. Include data
"' BUILT-UP ROOFING SYSTEM 7H-1
substantiating that materials comply with requirements, including
certificates and delivery logs for bulk materials, and records on
field testing for softening point, flash point, and other quality
control testing as required.
PRODUCT HANDLING:
General: Handle and store roofing system products in a manner
which will ensure no possibility of significant moisture pick-up.
Store in a dry, well ventilated, weatherproof place. Do not
leave unprotected materials on roof over night. Store rolls of
felt and other sheet materials on end.
Roof Loading: Do not store materials on roof decks, nor
position roofing installation equipment on roof decks, in
concentrations exceeding design live loading.
JOB CONDITIONS:
Re -roofing: New roofing materials specified herein are to be
installed over existing roof decks after complete removal of
existing roofing materials. Prior to installtion of new
materials, existing decks shall be clean, dry, primed, and
repaired as recommended by roofing mfr.
Pre -Roofing Conference: Prior to installation of roofing system,
meet at project site with Installer, installers of substrate
construction (deck) and other work adjoining roof system
including penetrating work and roof -top units, and
representatives of other entities directly concerned with
performance of roofing system including Owner's insurers, test
agencies, governing authorities, product manufacturers, Architect
and Owner. Where possible, tour representative areas of roofing
substrates (decks), and discuss substrate condition. Review
requirements (contract documents), submittals, status of
coordinating work, availability of materials and installation
facilities, proposed installation schedule, requirements for
inspections and testing or certifications, forecasted weather
conditions, governing regulations, insurance requirements, and
proposed installation procedures. Invite each conference
participant to render expert advice, and record discussion
including agreement or disagreement on matters of significance;
furnish copy of recorded discussions to each participant.
Discuss roofing system protection requirements for construction
period extending beyond roofing installation. Discuss the
possible need for temporary roofing. If meeting ends with any
substantial disagreements, determine how disagreements will be
resolved and set date for reconvened meeting.
Weather Conditions: Proceed with roofing system installation
only when existing and forecasted weather conditions are
BUILT-UP ROOFING SYSTEM 7H-2
requirements and recommendations of manufacturers of primary
roofing system materials.
Temporary Roofing: When adverse weather conditions or other
conditions make roofing system installation unadvisable, and
other work must not be delayed because of roofing delay (as
determined by Contractor), provide temporary roofing. The
general provisions of contract documents establish
responsibilities related to temporary roofing.
Substrate: Where fluted steel deck or other substrate
cannot be properly covered by a diect application of
temporary roofing, install a course of asphalt -saturated
,.. organic fiberboard or other rigid board adequate to
receive temporary roofing, properly adhered or nailed to
substrate. Do not install permanent roof installation
as base for temporary roofing.
Roofing: Apply 2 plies of No. 15 roofing felt with
inter -ply mopping and coating of steep asphalt. Nail to
substrate; or spot -mop or adhere with other adhesive or
mastic which will provide adequate (temporary)
anchorage, and facilities removal and clean-up. Apply
paper slip -sheet course under temporary roofing on wood
decks.
Remove temporary roofing (completely) immediately before
installation of permanent roofing system.
LJARRANTTFC-
Special Project Warranty: Submit 2 executed copies of
standard 2-year Roofing Guarantee" on form included at end
of this section, covering work of this section (roofing,
composition flashing, roof insulation, vapor barriers (if
any), and roofing accessories), signed and countersigned by
Installer (Roofer) and Contractor.
Manufacturer's Warranty: Submit executed copy of roofing
manufacturer's standard service and maintenance agreement
including flashing endorsement, signed by an authorized
representative of producer of primary felts and sheets used
in BUR work, on form which was published with product
literature as of date of contract documents, for the
following period of time:
10 years after date of substantial completion.
BUILT-UP ROOFING SYSTEM 7H-3
PRODUCTS
MATERIALS, GENERAL: Provide 4-ply built-up roofing equal to
anvill 4GNG w/vented base sheet over concrete decks.
Insurance and Code Requirements: Provide materials complying
with governing regulations, and which can be installed to
comply with the following:
Factory Mutual requirements for "Class I" or
"Noncombustible", including zoned wind resistance.
BUR MEMBRANE MATERIALS:
Primer for Asphalt Moppings: Cut -back asphalt (ASTM D 41).
Asbestos Base Sheet: Asphalt -asbestos, coated -felt, 39-lb.,
o 45 Base Sheet" ASTM D 3378).
Asphalt -Glass Fiber Mat: 9-lb (min.) asphalt impregnated
glass fiber mat AS D 2178, Type IV).
Coal -Tar Bitumen: ASTM D 450, Type III; or, at Installer's
option, proprietary coal -tar bitumen which has been processed
to reduce fume emissions.
Type I Asphalt: ASTM D 312, Type I (dead level).
Type II Asphalt: ASTM D 312, Type II (flat).
Steep Asphalt: ASTM D 312, Type III (steep).
Type IV Asphalt: ASTM D 312, IV (special steep).
Gravel: Clean, hard, durable, water -worn, dry; graded not
more than 5% retained on 5/8" sieve, nor more than 5% passing
No. 18 sieve.
Comply with ASTM D 1863.
BUR EDGE/PENETRATION MATERIALS:
Roofing Cement: ASTM D 2822, asphaltic.
Glass Fiber Fabric: 1.5-lb (min.) sheet, of woven glass
i er, impregnated with asphalt (ASTM D 1668).
Coated Felt: 26-lb sheet, of asphalt -organic felt coated
with aspa both faces, "No. 30 Coated Organic Felt".
BUILT-UP ROOFING SYSTEM 7H-4
Preformed Edge Strips: Rigid insulation units matching roof
insulation, or asphalt -impregnated organic fiber insulation
units, molded to form 3-1/2" x 3-1/2" x 45 degree cant strips
and 1-5/8" x 12" tapered edge strips, as shown to receive BUR
ply -sheet courses and lift edges above main roofing surface.
SHEET METAL ACCESSORY MATERIALS:
Zinc -Coated Steel(ZcSt): ASTM A 526, with 0.20% copper, G90
hot -dip galvanized, mill phosphatized where indicated for
painting; 0.0359" thick (24 gage), except as otherwise
indicated.
Solder for Sheet Metal: Except as otherwise indicated or
recommended by metal manufacturer, provide 50/50 tin/lead
type (ASTM B 32) for tinning and soldering joints; use rosin
flux.
MISCELLANEOUS MATERIALS:
Adhesive Steel Decking: Special fire-resistant adhesive
approved by UL and FM for use on steel decking in approved
roofing systems.
Mastic Sealant: Polysiobutylene (plain or bituminous
mod-;fied), non -hardening, non -migrating, non -skinning and
non-drying.
Fasteners, Nails: Provide industry -standard types of non-
corrosive fasteners and nails for BUR system work, tested by
manufacturer for required pull-out strength where applicable.
Provide either 1" diameter nail heads or 1-3/8" diameter x
30-gage sheet metal caps for nails used to hold sheets
(felts) or insulation boards of BUR system.
FABRICATION OF SHEET METAL ACCESSORIES:
SMACNA Details: Conform work with details shown, and with
rc itectural Sheet Metal Manual" by SMACNA.
Prefabricated units as indicated, or provide standard
manufactured units complying with requirements; fabricated
from sheet metal indicated or, if not otherwise indicated,
from lead -coated copper.
Provide 4" wide flanges for setting of BUR membrane with
concealment by stripping.
Fabricate work with flat -lock soldered joints and seams;
except where joint movement is necessary provide 1" deep
interlocking hooked flanges, filled with mastic sealant.
BUILT-UP ROOFING SYSTEM 7H-5
Fabricate penetration sleeves with 8" high stack, of diameter
1" larger than penetrating element. Counter flashing is
specified as work of another section of these specifications.
EXECUTION
GENERAL INSTALLATION REQUIREMENTS:Installer must examine
condition of substrates to receive BUR systems, and the
conditions under which work will be performed, and notify
Contractor in writing of unsatisfactory conditions including
inadequate provisions in substrate for bonding or anchorage
of BUR system. Do not proceed with BUR system work until
unsatisfactory conditions have been corrected in a manner
acceptable to Installer.
Cooperate with inspection and test agencies engaged or
required to perform services in connection with BUR system
installation.
Protect other work from spillage of BUR materials, and
prevent liquid materials from entering or clogging drains and
conductors. Replace/restore other work damaged by
performance of BUR system work.
General Performance: BUR system is required to be durable
and waterproof for normal exposures including weather.
Insurance/Code Compliance: Install BUR system for (and test
w ere required to show) compliance with governing regulations
and with the following insurance requirements:
Factory Mutual requirements for "Class I" or
"Noncombustible".
Underwriter's Laboratories "Fire Classified" and "Class
I 90" wind uplift resistance.
Coordinate the installation of, roofing sheets, flashings,
stripping, coatings and surfacing, so that insulation and
felts are not exposed to precipitation nor exposed over
night. Provide cut-offs at end of each day's work, to cover
exposed felts and insulation with a course of coated felt
with joints and edges sealed with roofing cement. Remove
cut-offs immediately before resuming work. Glaze coat
installed ply -sheet courses at end of each day's work where
final surfacing has not been installed.
"Nailable" substrates are defined to include wood, plywood,
gypsum, structural cement fiber, and insulating and
lightweight concrete; others are "Nonnailable", except as
otherwise indicated, even though required to be penetrated by
special nails or anchoring devices.
BUILT-UP ROOFING SYSTEM 7H-6
Bitumen Heating: Do not raise temperature above minimum
normal fluid -holding temperature more than one hour period to
time of application; discard bitumen held at elevated
temperature for period exceeding 3 hours. Do not heat
bitumen above temperature required to ensure weight and
maximum penetration, coverage and adhesion of felt plies, and
maximum adhesion to substrate. Determine flash point of
bitumen and determine maximum fire -safe handling temperature,
and do not exceed that temperature in heating bitumen.
Hot Bitumen Mopping Weights: Except for glaze coats (light)
and flood coats eavy , and except as otherwise indicated,
apply moppings of hot bitumen in the following weights:
Asphalt: 15-25 lbs. per sq., but averaging not less
t a�U 1 bs .
SUBSTRATE PREPARATIONS: Deck -Joint Treatment: Comply with
prime roofing materials manufacturer's recommendations for
.R either caulking joints in deck with mastic sealant or roofing
cement, or covering joints with substrate joint tape.
Apply primer on non-nailable cementitious decks, at rate of
1.0 gal. per. sq. Do not allow primer to enter joints; hold
back 4" from joints.
^� Substrate Moisture: Do not apply hot bitumen on substrates
when foaming results. Test each type substrate each day
before work starts, by applying one pint of 400 degree F (204
degree C) bitumen. Substrate is too moist if sample foams or
can be easily (or clearly) stripped after cooling; allow
substrate to dry.
Edge Strips: Where possible and where indicated, install
either cant strips or tapered edge strips (as applicable and
as shown) at edges and major penetrations and interruptions
of BUR membrane; provide cant strips at vertical surfaces and
tapered units at edges of roof. Coordinate as indicated with
vapor barriers, blocking insulation thicknesses, and base
sheets of BUR membrane.
INSTALLATION OF INSULATION:
General: Comply with insulation manufacturer's instructions
awn 'recommendations for the handling installation and bonding
or anchorage of insulation to substrate.
BUILT-UP ROOFING SYSTEM 7H-7
Anchorage/Bonding: Except where not permitted by
requirements, set insulation boards on substrate in hot
mopping of steep asphalt. Otherwise, bond to substrate as
recommended by mf r.
Trim insulation surfaces where necessary, at roof drains and
similar locations, for proper leveling of BUR membrane with
other work, -.and for complete drainage.
BUR MEMBRANE INSTALLATION:
Shingling of Plies: Except as otherwise indicated, install
membrane with ply sheets shingled uniformly to achieve
required number in thickness of membrane everywhere. Shingle
in proper direction to shed water on each large area of
roofing, where slope is significant (over 1/2").
Nailing, General: Comply with governing regulations,
insurance requirements, prime roofing manufacturer's
recommendations, and recognized industry standards; but not
less than one nail per 1.5 sq. ft. of BUR. Where possible,
nail through 2 ply sheets by nailing at laps as second sheet
is installed. Where nailing is intended to prevent slippage,
nail each sheet of BUR membrane. On non-nailable substrates,
nail membrane to each nailer in substrate. Conceal nailing
within ply -sheet make-up of roofing membrane, with no exposed
nails before roof coatings or aggregate surfacing are
applied.
BUR Membrane Composition:
Base Sheet: Install one lapped course of the following base
street. !—Nail to nailable substrates and elsewhere as
indicated. Mop to non-nailable substrate with steep asphalt,
except use special adhesive where required.
Base Sheet: Asphalt -glass fiber mat, venting type.
Mopping Bitumen: Provide the following inter -ply mopping
�tumens.
Inter -Ply Moppings: Type III asphalt where slope is
per ft. or less.
Mop base of membrane to base sheet.
Ply Sheets: Asphalt -glass fiber mat.
Aggregate Surfacing: Promptly after completion of BUR
membrane, edge treatment and set -on accessories in each
substantial area of roofing, flood -coat surface as indicated
BUILT-UP ROOFING SYSTEM 7H-8
and, while each small area is hot and fluid, cast the
following approximate weight of aggregate in a uniform
course.
Flood Coat: 60 lbs. per sq. of Type II asphalt, except
provide steep asphalt where slope exceeds 3/4" per ft.
Aggregate: Gravel, averaging 400 lbs. per sq.
—, Valleys and Waterways: Where shown ad "Double Aggregate
Surfacing", provide 2 reduced -weight courses by first
applying 67% of specified bitumen and 75% of specified
aggregate, followed by 85% of specified bitumen and 75%
of specified aggregate.
BUR Edges/Penetrations and Accessories: Provide folded -back
envelope of either the base sheet or one ply of coated felt,
where possible and where edge of membrane is not turned up on
a cant strip or tapered edge strip. Where envelope
protection against flow of bitumen from membrane is not
possible, provide heavy seal -bead of roofing cement at edge
of membrane, including locations where membrane is cut for
penetrations. Seal joints of envelope with roofing cement.
Nail completed BUR membrane at edges where possible, before
covering with flashing or stripping. Nail to achieve
anchorage equal to membrane strength. Nail to blocking or
striping above main level of roofing where possible.
�., Bed set -on accessories in a thick coating of roofing cement,
extending under entire metal flange of each accessory item.
Composition Flashing: Provide composition flashing at edges,
vertical surfaces and major penetrations of roofing. Provide
flashing as specified by prime roofing mateials manufacturer,
but not less than one ply of coated felt and one ply of
reinforced asbestos flashing, both set in a heavy coating of
roofing cement. Coat completed composition flashing with a
heavy coating of roofing cement or with aluminum roof
coating. Anchor composition flashing to vertical surfaces
where possible, using mechanical fasteners or metal clamping
strip; seal top edge with a bead of mastic sealant (under
counter flashing). Extend flashing sheets 4" and 6"
respectively onto horizontal roofing membrane beyond cant
strips and tapered edge strips.
Composition Stripping: Where flanges of exposed metal items
(including roof drain flashing) are set on roofing, provide
composition stripping to cover flanges. Provide stripping as
specified by prime roofing materials manufacturer, but not
less than one ply of glass fiber fabric and one ply of coated
BUILT-UP ROOFING SYSTEM 7H-9
felt, both set in a heavy coating of roofing cement. Coat
completed stripping with a heavy coating of roofing cement or
with roof coating. Extend stripping plys 4 and 6"
respectively beyond metal flanges onto roofing.
Allow for expansion of running metal flashing and trim which
is free to expand. Do not seal BUR to elements more than 4'-
0" in length, except with provisions for movement. Provide
heavy seal beads of mastic sealant where required for
movement.
ROOFING ACCESSORY INSTALLATION:
General: Install accessory items where shown or specified,
complying with combined instructions and recommendations of
accessory manufacturer and primary roofing materials
manufacturer.
PROTECTION: During construction, only Installer of BUR
system shall perform maintenance and repairs on completed BUR
system.
The contractor shall test roof drains to determine that they
are open and free of blockage prior to commencement of re-
roofing work. All blocked roof drains shall be opened by the
owner prior to the execution of re -roofing work.
END OF SECTION
BUILT-UP ROOFING SYSTEM 7H- 10
SECTION 7K1
METAL ROOFIN
GENERAL
RELATED DOCUMENTS
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements, apply to the work
specified in this section.
DESCRIPTION OF WORK:
The extent of metal roofing is shown on the drawings and indicated by
provisions of this ;section.
QUALITY ASSURANCE:
Installer: A firm with 3 years of prior successful experience with
installation of metal roofing of type and scope equivalent to work of
this section.
SMACNA Details: Except as otherwise shown or specified, comply with
applicable recommendations and details of Architectural Sheet Metal
Manual" by SMACNA. Conform to dimensions and profiles as shown.
PRODUCTS
MATFRTAI C
Zinc -Coated Roofing Sheets: Provide mfr's commercial quality steel
sheet with 0.20% copper, ASTM A 525, G90 hot -dip galv. to match
existing roofing adjacent.
EXECUTION
PREPARATION: Installer must examine substrates and conditions under
which c-h metal roofing will be installed, and notify Contractor in writing
of unsatisfactory conditions have been corrected in a manner acceptable
to Installer.
Coordinate metal roofing with rain drainage work, flashing, trim and
construction of decks, parapets, walls and other adjoining work to
provide a permanently leakproof, secure and non -corrosive installation.
INSTALLATION
Mfr's Recommendations: Except as otherwise shown or specified, comply
wi recommendations and instructions of mfr. of sheet metal being
fabricated and installed.
METAL ROOFING 7K1-1
Separate dissimilar metals from each other be painting each metal
surface in area of contact with a bituminous coating, or by applying
adhesive polyethylene underlayment to each metal surface, or by other
permanent separation as recommended by mfrs. of dissimilar metals'.
Install polyethylene film underlayment and paper slip sheet on
substrate under metal roofing, to greatest extent possible. Use
adhesive for temporary anchorage, where possible, to minimize use of
mechanical fasteners under metal roofing. Lap joints 2" min.
Form and fabricate sheets, seams, strips, cleats, valleys, ridges, edge
treatments, integral flashings and other components of metal roofing to
profiles, patters and drainage arrangements shown, and as required for
permanently leakproof construction. Provide for thermal expansion and
contraction of the work. Seal joints as shown, and as required for
leakproof construction. Shop -fabricate materials to greatest extent
possible.
Sealant -Type Joints: Where sealant -filled joints are used, embed
,hooked flanges of joint members not less than 1" into sealant. Form
joints to completely conceal sealant. When ambient temp. is moderate
at time of installation (40 to 70 degrees F or 4 to 21 degrees C), set
joint members for 50% movement either way. Adjust setting
proportionately for installation at higher ambient temp. Do not
install sealant -type joints at temp. below 40 deg. F (4 deg. C).
comply with requirements of Division 7 "Sealant" sections for the
handling and installation of sealants.
Fabricate and install work with lines and corners of exposed units true
and accurate. Form exposed faces flat and free of buckles, excessive
waves and avoidable tool marks considering temper and reflectivity of
metal. Provide uniform, neat seams with min. exposure of solder, welds
and sealant. Except as otherwise shown, fold back sheet metal to form
a hem on concealed side of exposed edges.
Conceal fasteners and expansion provisions where possible in exposed
work, and locate so as to min. possibility of leakage. Cover and seal
fasteners and anchors as required for tight installation.
CLEANING AND PROTECTION:
Remove protective film (if any) from exposed surfaces of metal roofing,
promptly upon installation. Strip with care to avoid damage to
finishes.
Clean exposed metal surfaces of substances which would interfere with
uniform oxidation and weathering.
END OF SECTION
METAL ROOFING M -2
SECTION 9BO
PLASTERING
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements, (if any)
apply to the work specified in this section.
DESCRIPTION OF WORK:
^� The extent of the plaster work (Pls) is shown on the drawings
and in schedules.
The types of plastering required include:
Interior portland cement plastering (PCPls).
QUALITY ASSURANCE:
ANSI Standards: Comply with applicable requirements of
ANSI A42.1 and A42.2, except where more detailed or more
stringent requirements are indicated including those of the
plaster manufacturer. Options therein are Installer's option
unless otherwise indicated.
Allowable Tolerances: For flat surfaces, do not exceed 1/4"
in -U for bow, warp, plumb or level, including surfaces to
receive applied finishes (tile, etc.).
CIIRMTTT111 C-
Manufacturer's Data Plaster: Submit 2 copies of
manufacturer's product specifications and installation
instructions for each material, and include other data as may
be required to show compliance with these specifications.
Distribute an additional copy of each installation
instruction to the Installer.
PRODUCT HANDLING:
Except for sand and water, deliver materials to the site in
sealed containers or bags fully identified with
manufacturer's name, brand, type, and grade. Store materials
in a dry, well -ventilated space, under cover and off the
ground.
PLASTERING 9BO-1
JOB CONDITIONS:
Installer must examine surfaces which are to receive plaster,
grounds and other accessories which act as grounds or
screeds, and shall notify the Contractor, in writing, of
conditions detrimental to the proper and timely completion of
the work. Do not proceed with the plaster work until
unsatisfactory conditions have been corrected in a manner
acceptable to the Installer.
Protect contiguous work from soiling, spattering, moisture
deterioration and other harmful effects which might result
from plastering.
PRODUCTS
PORTLAND CEMENT PLASTER MATERIALS:
General: Provide either neat or ready -mixed (where
avaaii —able) materials, at Installer's option, complying with
ANSI A42.2.
Base -Coat Cement: Portland cement, ASTM C 150, Type I or IA.
Prepared Finish -Coat: Factory -prepared finish for portland
•cement plaster, type recommended by the manufacturer for the
color and texture to match existing.
BONDING MATERIALS:
Acid Etch Solution: Muriatic acid, mixed one part acid to
-to-10 parts water.
Bonding Agent: Vinyl polymerization type, complying with
MIL-B-19235 and ASTM C 631.
REINFORCEMENT AND ACCESSORIES:
Plastering Accessories: Standard gage galvanized accessories
as required and as recommended by plaster mfr, including
cornerite, stripite, corner beads, casing beads, resilient -
edged casing beads, one-piece control joints, 2-piece
expansion joints and similar units.
Fasteners: Galvanized steel, of type and length suitable for
adequate penetration of the substrate.
PLASTER MIXES:
General: Except as otherwise indicated, comply with
ANST-742.1 or A42.2 as applicable, except comply with
manufacturer's instructions where more stringent than
standards.
PLASTERING 9BO-2
EXECUTION
PREPARATIONS FOR PLASTERING:
Clean plaster bases and substrates to be plastered, removing
loose materials, coatings and other substances which might
impai r the work.
Etch concrete and masonry surfaces indicated for direct
plastering. Wet surface, scrub with acid etch solution, and
rinse thoroughly; repeat if necessary for adequate plaster
bond.
Apply bonding agent on interior concrete surfaces indicated
for direct plastering; comply with manufacturer's
instructions.
Install plastering accessories, anchored to substrates 8"
o.c. Miter corners and spline joints to form tight accurate
joints without offsets.
Install corner beads at external corners of interior
work; reinforce internal corners with cornerite.
Install casing beads where required and at openings and
exposed termination of plaster work.
Install control joints where required.
Surface Conditioning: Immediately before application of
►— Plaster which is to a bonded to concrete, or masonry, except
where bonding agent is to be used, dampen the surfaces
sufficiently to obtain optimum plaster suction.
^ INSTALLATION OF PLASTER:
General: Comply with ANSI A42.1 and A42.2; and with
manufacturer's instructions which are more detailed or more
stringent.
Mechanically mix plaster materials at the project site; do
not hand mix except where small amounts are needed, using
less than one bag of plaster.
Sequence plaster installation properly with the installation
and protection of other work, so that neither will be damaged
by the installation of the other.
PLASTERING 9BO-3
Apply thicknesses and number of coats of plaster as
required to match existing plaster; comply with ANSI
standards if not otherwise indicated or required for fire -
resistance ratings.
Provide 3-coat plaster installation except where shown
as 2-coat work.
Cure portland cement plaster by maintaining each coat in a
moist condition for 2 days following application; keep
enclosed and fog -spray (after initial set) as required to
prevent dry -out.
CUTTING AND PATCHING:
Cut, patch, point -up and repair plaster as necessary to
accommodate other work and to restore cracks, dents and
imperfections. Repair or replace work to eliminate blisters,
buckles, excessive crazing and check cracking, dry -outs,
efflorescence, sweat -outs and similar defects, including
areas of the work which do not comply with specified
tolerances, and where bond to the substrate has failed.
Sand smooth -troweled finishes lightly to remove trowel marks
and arises.
CLEANING AND PROTECTION: Remove temporary protection and
enclosure ot other wor . Promptly remove plaster from door
frames, windows, and other surfaces which are not to be
plastered. Repair floors, walls and other surfaces which
have been stained, marred or otherwise damaged during the
plastering work. When plastering work is completed, remove
unused materials, containers and equipment and clean floors
of plaster debris.
Installer shall advise the Contractor of requirements for the
protection of plaster from deterioration and damage during
the remainder of the construction period.
END OF SECTION
PLASTERING 9BO-4
SECTION 9NO
RESILIENT FLOORING
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements (if any),
apply to the work specified in this section.
DESCRIPTION OF WORK:
The extent of resilient flooring and accessories is shown on
the drawings and in schedules.
QUALITY ASSURANCE:
Wherever possible, provide resilient flooring and accessories
produced by a single manufacturer.
CIIRMTTTAI C-
Manufacturer's Data; Resilient Flooring:
For information only, submit 2 copies of manufacturer's
technical data and installation instructions for each type of
resilient flooring and accessory. Transmit a copy of each
installation instruction to the Installer.
Maintenance Instructions; Resilient Flooring:
Submit 2 copies of manufacturer's written instructions for
recommended maintenance practices for each type of resilient
flooring and accessories.
JOB CONDITIONS:
Continuously heat areas to receive flooring to 70 degrees F.
for at least 48 hours prior to installation, when project
conditions are such that heating is required. Maintain 70
degrees F. temperature continuously during and after
installation as recommended by flooring manufacturer, but for
not less than 48 hours.
PRODUCTS
COLORS AND PATTERNS:
RESILIENT FLOORING 9NO-1
Provide colors and patterns as selected by Architect from
manuffacturer's standards.
TILE FLOORING:
Vinyl Tile (VnT): FS SS-T-312, Type III, 12" X 12" X 1/8"
gage, unless otherwise indicated.
ACCESSORIES:
Resilient Base (RsBs):
Provide base complying with FS SS-W-40, either Type I rubber
or Type II vinyl, with matching end stops and preformed or
molded corner units, as follows:
Height: 4".
Style: Standard top -set cove.
Style: Straight base without cove.
EXECUTION
TNWFrTTnN
Installer must examine the areas and conditions under which
resilient flooring and accessories are to be installed and
notify the Contractor in writing of conditions detrimental to
the proper and timely completion of the work. Do not proceed
with the work until unsatisfactory conditions have been
corrected in a manner acceptable to the Installer.
13:192sITAII"IP9
Prior to laying flooring, broom clean or vacuum surfaces to
be covered and inspect subfloor. Start of flooring
installation indicates _acceptance of subfloor conditions and
full responsibility for completed work.
Use leveling compound as recommended by flooring
manufacturer for filling small cracks and depressions in
subfloors.
Perform moisture tests on concrete slabs to determine
that concrete surfaces are sufficiently cured and ready
to receive flooring.
Apply concrete slab primer, if recommended by flooring
manufacturer prior to application of adhesive. Apply in
compliance with manufacturer's directions.
RESILIENT FLOORING 9NO-2
P_
INSTALLATION:
General:
Install flooring after finishing operations, including
painting, have been completed and permanent heating system is
-- operating. Moisture content of concrete slabs, building air
temperature and relative humidity must be within limits
recommended by flooring manufacturer.
Place flooring with adhesive cement in strict compliance with
manufacturer's recommendations. Butt tightly to vertical
surfaces, thresholds, nosings and edgings. Scribe around
obstructions and to produce neat joints, laid tight, even,
and straight. Extend flooring into toe spaces, door reveals,
and into closets and similar openings.
Maintain reference markers, holes, or openings that are in
place or plainly marked for future cutting by repeating on
finish flooring as marked on subfloor. Use chalk or other
non -permanent marking device.
Maintain overall continuity of color and pattern with pieces
-� of flooring installed in these covers. Tightly cement edges
to perimeter of floor around covers and to covers.
Tightly cement flooring to subbase without open cracks,
voids, raising and puckering at joints, telegraphing of
adhesive spreader marks, or other surface imperfections.
Tile Floors:
Lay tile from center marks established with principal walls,
.a discounting minor offsets, so that tile at opposite edges of
the room are of equal width. Adjust as necessary to avoid
use of cut widths less than 1/2 the at room perimeters. Lay
tile square to room axis, unless otherwise shown.
Match tiles for color and pattern by using tile from cartons
in same sequence as manufactured and packaged. Cut tile
neatly to and around all fixtures. Broken, cracked, chipped
or deformed tile are not acceptable.
Lay tile in "Checkerboard" fashion with grain reversed
in alternate tile.
Accessories:
Apply resilient base to walls, columns, pilasters, casework
and other permanent fixtures in rooms or areas where base is
RESILIENT FLOORING 9NO-3
required. Install base in as long lengths as practicable,
with preformed corner units, or fabricated from base
materials with mitered or coped inside corners. Tightly bond
base to backing throughout the length of each piece, with
continuous contact at horizontal and vertical surfaces.
Apply overlap metal edge strips where shown on drawings, and
after flooring installation. Secure units to substrate with
countersunk stainless steel anchors, complying with
manufacturer's recommendations.
CLEANING AND PROTECTION:
Remove any excess adhesive or other surface blemishes, using
neutral type cleaners as recommended by flooring
manufacturer. Protect installed flooring from damage by
covering.
Finishing: After completion of project and just prior to
final 1 inspection of work, thoroughly clean floor and
accessories.
END OF SECTION
RESILIENT FLOORING 9NO-4
SECTION 9RO
CARPETING
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements, apply to
the work specified in this section.
DESCRIPTION OF WORK:
The extent of each type of carpeting is indicated on the
drawings, and includes carpet, cushion and accessories.
Carpet types are as follows:
Indoor direct glue down carpet to replace existing floor
„.. coverings.
Outdoor "Turf carpet" - applied over vapor barriers at
firing range berms.
QUALITY ASSURANCE:
Installer: Firm with not less than 2 years of carpeting
experience, similar to work of this section.
Manufacturer: Firm with not less than 5 years of production
experience with carpet similar to types specified in this
section; and whose published product literature clearly
indicates compliance of product with requirements of this
— section.
General Standard: Comply with recommendation of "Carpet
peci ier s Handbook" by The Carpet and Rug Institute, which
can be reasonably applied to types of carpeting required.
Maintenance Materials: Deliver specified overrun (if any)
and usable scraps of carpet to Owner's designated storage
space, properly packaged and identified. Usable scraps are
defined to include roll ends of less than 9'-0" length, and
pieces of more than 3 sq. ft. area and more than 8"wide.
Dispose of smaller pieces.
SIIRMITTALS:
Manufacturer's Data: Submit data to show compliance with
requirements. Include test laboratory reports and mf is
certifications and, installation/maintenance instructions and
recommendations.
CARPETING 9RO-1
Samples: Submit 18" X 27" samples of each carpet required.
PRODUCT DELIVERY AND STORAGE: Deliver carpeting materials in
protective wrapping, and store inside, protected from
weather, moisture and soiling.
WARRANTY: Provide special warranty, signed by Contractor,
Installer and Mfr. (Carpet Mill), agreeing to repair or
replace defective materials and workmanship of carpeting work
during 1-year warranty period following acceptance. Attach
copies of product warranties.
PRODUCTS:
CARPET:
Interior Direct Glue Down Carpet: The Contractor shall
include in his proposal an allowance of $12.00 (twelve
dollars) per sq. yard for interior carpet materials F.O.B.
job site.
Exterior "Turf Carpet": The Contractor shall include in his
proposal an allowance of $3.00 (three dollars) per sq. yard
for exterior "Turf Carpet" F.O.B. job site.
Carpet Flammability:
Pill Test: Provide carpet which passes the flammability test
of ASTM D 2859 (DOC FF-1-70).
Radiant Panel Test: In corridors and spaces of project other
than individual rooms or suites, provide carpet which has
been tested (with cushions in place) by the Flooring Radiant
Panel Test (FRPT) GSA 372, with ratings not lower than the
following:
FRPT Rating: 0.22.
CARPET ACCESSORIES:
Hold Down Staples: Steel U-shaped staples 6'W"x6", 11 gage
equal to AMXCO Staples, American Excelsior Co. 850 Avenue H
East, Arlington Texas 76011, (817) 640-1555.
Tackless Carpet Stripping: Water-resistant plywood strips,
either 3 8 or 9 32 thick as required to match cushion
thickness, with angular pins protruding from top designed to
grip and gold stretched carpet at the backing. Provide
narrow stripping with 2 rows of pins where stretched width of
carpet is 20' or less; wide stripping with 3 rows of pins
where carpet width exceeds 20'.
CARPETING 9RO-2
P-•
Carpet Edge Guard, Metal: Extruded alum. bend -down type edge
guard, with concealed gripper teeth and punched anchorage
flange; anodized alum. finish of colors selected by Architect
from among standard colors available within the industry (any
mfr.)_
-� Installation Adhesive: Water-resistant type as recommended
y carpet or cushion mfr. and which complies with
flammability requirements for installed carpet.
Seaming Cement: Hot -melt seaming adhesive or similar product
recommended by carpet mfr. for taping seams and buttering cut
edges at backing to form secure seams and prevent pile loss
at seams.
Miscellaneous Materials: As recommended by mfrs. of carpet,
cushions and of er carpeting products; and selected by
Installer to meet project circumstance and requirements.
EXECUTION
PRE -INSTALLATION REQUIREMENTS:
Installer must examine substrates for moisture content and
other conditions under which carpeting is to be installed,
and notify Contractor in writing of conditions detrimental to
proper completion of the work. Do not proceed until
unsatisfactory conditions have been corrected.
Clear away debris and scrape up cementitious deposits from
surfaces to receive carpeting; vacuum clean immediately
before installation. Check concrete surfaces to ensure no
"dusting" through installed carpet; apply sealer where
required to prevent dusting.
Sequence carpeting with other work so as to minimize the
possibility of damage and soiling of carpet during the
remainder of the construction period.
INSTALLATION:
General: Comply w/mfrs instructions and recommendations for
seam locations and directions of carpet; maintain uniformity
of direction and lay of pile. At doors, center seams under
doors; do not seams in traffic direction at doorways.
Extend carpet under open -bottomed obstructions and under
removable flanges and furnishings, and into alcoves and
closets of each space.
Provide cut-outs where
where not concealed by
flanges.
required, and bind cut edges properly
protective edge guards or overlapping
CARPETING
9RO-3
Install carpet edge guard where edge of carpet is exposed;
anchor guards to substrate.
Install hold down staples as shown on the drawings at "turf
carpet" areas.
Glue -Down Installation: Fit sections of carpet into each
space prior to application of adhesive. Trim edges and
butter cuts with seaming cement.°
Apply adhesive uniformly to substrate in accordance with
mfr's instructions. Butt carpet edges tightly together to
form seams without gaps. Roll lightly to eliminate air
pockets and ensure uniform bond. Remove adhesive promptly
from face of carpet.
CLEANING AND PROTECTION: Remove debris, sorting pieces to be
save rom scraps to disposed of.
Vacuum carpet using commercial machine with face -beater
element. Remove spots and replace carpet where spots cannot
be removed.
Advise Contractor of protection methods and materials needed
to ensure that carpeting will be without deterioration or
damage at time of acceptance.
END OF SECTION
CARPETING 9RO-4
SECTION 9TO
PAINTING
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements (if any),
apply to the work specified in this section.
DESCRIPTION OF WORK:
Extent of painting work is shown on the drawings and
schedules, and as herein specified.
^ The work included painting and finishing of interior and
exterior exposed items and surfaces throughout the project,
except as otherwise indicated.
Surface preparation, priming and coats of paint
specified are in addition to shop -priming and surface
^
treatment specified under other sections of the work.
Paint" as used herein means all coating systems materials,
including primers, emulsions, enamels, stains, sealers and
fillers, and other applied materials whether used as prime,
intermediate or finish coats.
Paint exposed surfaces whether or,not colors are designated
in "schedules", except where the natural finish of the
material is specifically noted as a surface not to be
painted. Where items or surfaces are not specifically
mentioned, paint these the same as adjacent similar materials
or areas. If color or finish is not designated, the
Architect will select these from standard colors available
for the materials systems specified.
Pre -finished Items: Unless otherwise indicated, do not
^ include painting when factory -finishing or installer
finishing is specified for such items as (but not limited to)
metal toilet enclosures, prefinished partition systems,
acoustic materials, architectural woodwork and casework,
finished mechanical and electrical equipment including light
fixtures, switchgear and distribution cabinets, elevator
entrance frames, doors and equipment.
PAINTING 9TO-1
Concealed Surfaces: Unless otherwise indicated, painting is
not required on surfaces such as walls or ceilings in
concealed areas and generally inaccessible areas, foundation
spaces, furred areas, utility tunnels, pipe spaces, duct
shafts and elevator shafts.
Finished Metal Surfaces: Metal surfaces of anodized
aluminum, stainless steel, chromium plate, copper, bronze and
similar finished materials will not require finish painting,
unless otherwise indicated.
Operating Parts and Labels: Moving parts of operating units,
mechanical and electrical parts, such as valve and damper
operators, linkages, linkages, sensing devices, motor and fan
shafts will not require finish painting, unless otherwise
indicated.
Do not paint ove r any code -required labels, such as
Underwriters' Laboratories and Factory Mutual, or any
equipment identification, performance rating, name, or
nomenclature plates.
SUBMITTALS:
Manufacturer's Data: Submit mf is technical information
including paint label analysis and application instructions
for each material proposed for use.
Samples: Submit samples for Architect's review of color and
texture only. Provide a listing of the material and
application for each coat of each finish sample.
On actual wall surfaces and other exterior and interior
building components, duplicate painted finishes of the
prepared samples. On at least 100 sq. ft. of surface as
directed, provide full -coat finish samples until
required sheen, color and texture is obtained; simulate
finished lighting conditions for review of in -place
work.
DELIVERY AND STORAGE:
Deliver all materials to the job site in original, new and
unopened packages and containers bearing mfr's name and
label, and the following information.
Name or title of material.
Fed. Spec. number, if applicable.
Mfr's stock number and date of mfr.
Mfr's name.
Contents by volume, for major pigment and vehicle.
Constituents.
PAINTING 9TO-2
Thinning instructions.
Application instructions.
Color name and number.
JOB CONDITIONS: Apply water -base paints only when the
temperature of surfaces to be painted and the surrounding air
temperatures are between 50 degrees F. and 90 degrees F.
unless- otherwise permitted by the paint mfr's printed
instructions.
Apply solvent -thinned paints only when the temperature of
surfaces to be painted and the surrounding air temperatures
are between 45 degrees F. and 95 degrees F. unless otherwise
permitted by the paint mfr's printed instructions.
Do not apply paint in snow, rain, fog or mist; or when the
relative humidity exceeds 85%; or to damp or wet surfaces;
unless otherwise permitted by the paint mfr's printed
instructions.
Painting may be continued during inclement weather only if
the areas and surfaces to be painted are enclosed and heated
within the temperature limits specified by the paint mfr.
during application and drying periods.
PRODUCTS:
COLORS AND FINISHES: Paint colors, surface treatments, and
finishes, are indicated in the "schedules" of the contract
documents.
Prior to beginning work, the Architect will furnish color
chips for surfaces to be painted.
Use representative colors when preparing samples for
review.
Final acceptance of colors will be from samples applied
on the job.
Color Pigments: Pure, non -fading, applicable types to suit
the substrates and service indicated.
Lead content in the pigment, if any, is limited to
contain not more than 0.5% lead, as lead metal based on
the total non-volatile (dry -film) of the paint by
weight.
PAINTING 9TO-3
This limitation is extended to all interior surfaces and
those exterior surfaces, such as stairs, decks, porches,
railings, windows, and doors which are readily
accessible to children under seven years of age.
Paint Coordination: Provide finish coats which are
compatible with prime paints used. Review other sections of
these specifications in which prime paints are to be provided
to ensure compatibility of total coatings system for various
substrates. Upon request from other trades, furnish
information on characteristics of finish materials proposed
for use, to ensure compatible prime coats are used. Provide
barrier coats over incompatible primers or remove and reprime
as required. Notify the Architect in writing of any
anticipated problems using specified coating systems with
substrates primed by others.
MATERIAL QUALITY:
Provide best quality grade of the various types of coatings
as regularly manufactured by acceptable paint materials
mfr's. Materials not displaying the mfr's identification as
a standard, best -grade product will not be acceptable.
Proprietary names used to designate colors or materials
are not intended to imply that products of the named
mfrs. are required to the exclusion of equivalent
products of other mfrs.
Mfr's products which comply with the coating qualitative
requirements of applicable Federal Specifications, yet
differ in quantitative requirements, may be considered
for use only when acceptable to the Architect. Furnish
material data and mfr's certificate of performance to
the Architect for any proposed substitutions.
Provide undercoat paint produced by the same mfr. as the
finish coats. Use only thinners approved by the paint mfr.,
and use only within recommended limits.
EXTERIOR PAINT SYSTEMS:
Provide following paint systems for the various substrates,
as indicated.
Ferrous Metal:
EPS-15: 1st Coat - Red lead pigmented primer (TT-P-86,
Type III).
2nd Coat - High gloss alkyd enamel (TT-E-489,
Class A).
PAINTING 9TO-4
3rd Coat - High gl oos alkyd enamel (TT-E-489,
Class A).
First coat not required on items delivered
shop primed.
Zinc -Coated Metal:
EPS-20: 1st Coat - Zinc dust -zinc oxide primer (TT-P-
641).
2nd Coat - High gloss alkyd enamel (TT-E-489,
Class A).
3rd Coat High gloss alkyd enamel (TT-E-489,
Class A).
INTERIOR PAINT SYSTEMS:
Provide the following paint systems for the various
substrates, as indicated.
Concrete and Masonry:
IPS-2: 1st Coat - Interior latex emulsion (TT-P-29).
2nd Coat - Interior enamel undercoat (TT-E-
543).
3rd Coat - Interior enamel, semi -gloss (TT-E-
509).
Not less than 3.5 mils total dry film
thickness.
Gypsum Drywall Systems:
IPS-10: 1st Coat - Latex primer (TT-P-650).
2nd Coat - Interior latex emulsion (TT-P-29).
Plaster:
—, IPS-13: 1st
Coat
- Interior latex emulsion
(TT-P-29}.
2nd
Coat--
Interior latex emulsion (TT-P-29).
Painted Woodwork and Hardboard:
IPS-25: 1st
Coat
- Enamel undercoat
(TT-E-543)
2nd
Coat
- Semi -gloss enamel
(TT-E-509).
3rd
Coat
- Semi -gloss enamel
(TT-E-509).
Sealed Woodwork:
IPS-27: 1st Coat - Interior oil stain (TT-S-711).
2nd Coat - Bleached shellac (TT-S-300).
Fill open grained wood with filler complying
with RR-F-336, and wipe before first varnish
coat.
PAINTING 9TO-5
EXECUTION:
INSPECTION:
Applicator must examine the area and conditions under which
painting work is to be applied and notify the Contractor in
writing of conditions detrimental to the proper and timely
completion of the work. Do not proceed with the work until
unsatisfactory conditions have been corrected in a manner
acceptable to the Applicator.
Starting of painting work will be construed as the
Applicator's acceptance of the surfaces and conditions within
any particular area.
Do not paint over dirt, rust, scale, grease, moisture,
scuffed surfaces, or conditions otherwise detrimental to the
formation of a durable paint film.
SURFACE PREPARATIONS:
General: Perform preparation and cleaning procedures in
strict accordance with the paint mf i s instructions and as
herein specified, for each particular substrate conditions.
Remove all hardware, hardware accessories, machined surfaces,
plates, lighting fixtures, and similar items in place and not
to be finish -painted, or provide surface -applies protection
prior to surface preparation and painting operations.
Remove, if necessary, for the complete painting of the items
and adjacent surfaces. Following completion of painting of
each space or area, reinstall the removed items by workmen
skilled in the trades involved.
Clean surfaces to be painted before applying paint or surface
treatments. Remove oil and grease prior to mechanical
cleaning. Program -the cleaning and painting so that
contaminants from the cleaning process will, not fall onto
wet, newly -painted surfaces.
Cementitious Materials: Prepare cementitious surfaces of
concrete, concrete block, cement plaster and cement -asbestos
board to be painted by removing all efflorescence, chalk,
dust, dirt, grease, oils, and by roughening as required to
remove glaze.
Determine the alkalinity and moisture content of the surfaces
to be painted by performing appropriate tests. If the
surfaces are found to be sufficiently alkaline to cause
blistering and burning of the finish paint, correct the
conditions before application of paint. Do not paint over
surfaces where the moisture content exceeds that permitted in
the mfr's printed directions.
PAINTING 9TO-6
Clean concrete floor surfaces scheduled to be painted with a
commercial solution of muriatic acid, or other etching
cleaner, flush floor with clean water to neutralize acid, and
allow to dry before painting.
Wood: Clean wood surfaces to be painted of all dirt, oil, or
of —Fier foreign substances with scrapers, mineral spirits, and
sandpaper, as required. Sandpaper smooth those finished
surfaces exposed to view, and dust off. Scrape and clean
small, dry, seasoned knots and apply a thin coat of white
shellac or other recommended knot sealer, before application
of the priming coat. After priming, fill holes and
imperfections in finish surfaces with putty or plastic wood -
filler. Sandpaper smooth when dried.
Prime, stain, or seal wood required to be job -painted
immediately upon delivery to job. Prime edges, ends, faces,
undersides, and backsides of such wood, including cabinets,
counters, cases, paneling, etc.
Ferrous metals: Clean ferrous surfaces, which are not
ga vanize ors op -coated, of oil, grease, dirt, loose mill
scale and other foreign substances by solvent or mechanical
cleaning.
Touch-up shop -applied prime coats wherever damaged or
�^ bare, where required by other sections of these
specifications. Clean and touch-up with the same type
shop primer.
MATERIALS PREPARATION:
Mix and prepare painting materials in accordance with mfr's
directions.
Store materials not in actual use in tightly covered
containers. Maintain containers used in storage, mixing and
application of paint in- a clean condition, free of foreign
materials and residue.
Stir materials before application to produce a mixture of
uniform density, and stir as required during the application
of the materials. Do not stir surface film into the
material. Remove the film and if necessary, strain the
material before using.
PAINTING 9TO-7
APPLICATION:
General: Apply paint in accordance with the mf is
ird' ections. Use applicators and techniques best suited for
the substrate and type of material being applied.
Apply additional coats when undercoats, stains or other
conditions show through the final coat of paint, until the
paint film is of uniform finish, color and appearance. Give
special attention to insure that all surfaces, including
edges, corners, crevices, welds, and exposed fasteners
receive a dry film thickness equivalent to that of flat
surfaces.
Paint surfaces behindmovable equipment and furniture the
same as similar exposed surfaces. Paint surfaces behind
permanently -fixed equipment or furniture with prime coat only
before final installation of equipment.
Paint interior surfaces of ducts, where visible through
registers or grilles, with a flat, non-specular black paint.
Paint the back sides of access panels, and removable or
hinged covers to match the exposed surfaces.
Sand lightly between each succeeding enamel or varnish coat.
Omit the first coat (primer) on metal surfaces which have
been shop -primed and touch-up painted, unless otherwise
indicated.
Scheduling Painting: Apply the first -coat material to
surfaces that have been cleaned, pretreated or otherwise
prepared for painting as soon as practicable after
preparation and before subsequent surface deterioration.
Allow sufficient- time between successive coatings to permit
proper drying. Do not recoat until paint has dried to where
it feels firm, does not deform or feel sticky under moderate
thumb pressure, and the application of another coat of paint
does not cause lifting or loss of adhesion_ of the undercoat.
Minimum Coating Thickness: Apply each material at not less
than the mfr's recommended spreading rate, to establish a
total dry film thickness as indicated or, if not indicated,
as recommended by coating mfr.
Prime Coats: Apply a prime coat of material which is
required be painted or finished, and which has not been
prime coated by others.
PAINTING 9TO-8
Recoat primed and sealed surfaces where there is evidence of
suction spots or unsealed areas in first coat, to assure a
finish coat with no burn -through or other defects due to
insufficient sealing.
Stipple Enamel Finish: Roll and redistribute paint to an
even and fine texture. eave no evidence of rolling such as
laps, irregularity in texture, skid marks, or other surface
imperfections.
Pigmented (Opaque) Finishes: Completely cover to provide an
opaque, smooth sur ace o uniform finish, color, appearance
and coverage. Cloudiness, spotting, holidays, laps, brush
marks, runs, sags, ropiness or other surface imperfections
will not be acceptable.
Completed Work: Match approved samples for color, texture
and coverage. Remove, refinish or repaint work not in
compliance with specified requirements.
CLEAN UP AND PROTECTION:
Clean-up: During the progress of the work, remove from the
site of all discarded paint materials, rubbish, cans and rags
at the end of each work day.
Upon completion of painting work clean window glass and other
paint -spattered surfaces. Remove spattered paint by proper
methods of washing and scraping, using care not to scratch or
otherwise damage finished surfaces.
Protection: protect work of other trades, whether to be
painted or not, against damage by painting and finishing
work. Correct any damage by cleaning, repairing or
replacing, and repainting, as acceptable to the Architect.
-- Provide "Wet Paint" signs as required to protect newly -
painted finishes. Remove temporary protective wrappings
provided by others for protection of their work, after
completion of painting operations.
At the completion of work of other trades, touch-up and
restore all damaged or defaced painted surfaces.
END OF SECTION
PAINTING 9TO-9
SECTION 12B1
HORIZONTAL VENETIAN BLIND
GENERAL
RELATED DOCUMENTS:
The general provisions of the contract, including General and
Supplementary Conditions and General Requirements (if any), apply to
the work specified in this section.
DESCRIPTION OF WORK:
The extent of horizontal blind units are shown on the drawings and in
schedules.
QUALITY ASSURANCE:
Provide each blind as a complete unit produced by one mfr., including
hardware, accessory items, mounting brackets, and fastenings.
Unless otherwise acceptable to the Architect, furnish all blind units
by one mfr. for the entire project.
Mfrs offering products to comply with the requirements for horizontal
venetian blinds include the following:
Manufacturer: Provide horizontal venetian blinds as manufactured by
on�t1 following:
the
Hunter Douglas Inc., Totowa, NJ
Levelor Lorentzen Inc., Hoboken, NJ
Marathon Carey -McFall Co., Philadelphia PA
Colors: Provide materials in co-lors as shown or, if not shown, as
selected by the Architect from mfr's standard colors.
SUBMITTALS: Submit samples of each exposed metal finish, cords, tapes,
and tassels required. Architect's review of samples will be for
design, Color, and finish only. Compliance with all other requirements
is the exclusive responsibility of the Contractor.
PRODUCTS:
MATERIALS AND COMPONENTS:
Headrail: Mfr's standard headrail, channel -shaped section fabricated
from min. 0.020" thick sheet steel. Increase metal thickness as
recommended by the mfr. for large blind units. Cross -brace for extra
rigidity.
HORIZONTAL VENETIAN BLINDS 12B1-1
Furnish complete with tilting mechanism, top and end brace, top cradle,
-. cord lock, and accessory items required for the type of blind and
installation indicated.
Bottom Rail: Mfr's standard tubular steel bottom rail, designed to
withstand twisting or sagging. Contour top surface to match slat
curvature, with flat or slightly curved bottom. Close ends with mfr's
standard metal or plastic end caps, of the same color as rail. Finish
rail the same color as slats, unless otherwise indicated.
Slats: Mfr's standard, spring -tempered slats (louver blades), with
rounded corners and forming burrs removed, as follows:
Aluminum slats not less than 0.010" thick.
Provide " narrow slats with other components sized to suit.,
Braided Ladders: Mfr's standard polyester support cords with
integrally braded ladder rungs. Provide cord size and rung spacing as
required for each type of blind shown.
Tilter: Furnish mfr's standard tilt rod to suit blind type and size.
Cords: Mfr's. standard braided polyester or nylon cord, sized to suit
blind type, equipped with soft -molded plastic, rubber or composition
tassels securely attached to each cord end.
Cord Locks: Mfr's standard cord locks as required for each type of
lblind.
Cord Equalizers: Nylon, self -aligning type, designed to maintain
horizontal blind position.
Hardware: Furnish mfr's standard brackets, supports and internal
reinforcement as required to suit blind type and size. Finish exposed
hardware and accessories to match rail color.
Finish: Prime alum. slats with chromate coversion _coating, followed by
,., mfr's .standard glass -smooth, baked -on synthetic resin enamel finish.
FABRICATION AND OPERATION:
Prior to fabrication, verify actual opening dimensions by accurate site
measurements. Adjust blind dimensions for proper fit in all openings.
Fabricate components of blinds from non -corrosive, non -staining, non -
fading materials which are completely compatible with each other, and
which do not require lubrication during normal expected life.
Fabricate blind units to completely fill the openings as indicated,
from head to sill and jamb to jamb.
HORIZONTAL VENETIAN BLINDS 12B1-2
For continuous window wall installations, fabricated blinds so that
ends occur only over mullions or other defined vertical separations,
unless otherwise indicated.
Space supporting tapes or cords in accordance with mfr's standards,
unless otherwise indicated.
Space louver blades (slats) to provide overlap for light exclusion when
in the fully closed position.
Equip blind units, unless otherwise indicated, for the following
operation:
Full -tilting operation with slats rotating approx. 180 degrees.
Place tilt operating controls on left-hand side of blind units.
Full -height raising, to mfr's min. stacking dimension, with
lifting cord locks for stopping blinds at any point of ascending
or descending travel. Place pull cords on right-hand side of
blind units.
EXECUTION
INSPECTION: Installer must examine the substrates and conditions under
which the Torizontal venetian blinds are to be installed and notify the
Contractor in writing of conditions detrimental to the proper and
timely completion of the work. Do not proceed with the work until
unsatisfactory conditions have been corrected in a manner acceptable to
the Installer.
INSTALLATION: Install horizontal venetian blinds as shown on the
drawings and in accordance with the mfr's instructions. Provide
intermediate supports at intervals to permit easy entrance and removal
of head, and to ensure level head and slat position.
Provide adequate clearance between sash and Divisions between blinds to
permit unencumbered operation of sash hardware.
Divisions between blinds are permitted only at mullions of continuous
windows; or openings where more than one blind for one opening occurs.
HORIZONTAL VENETIAN BLINDS 12B1-3
SPECIAL CONDITIONS
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TO:
NOTICE OF ACCEPTANCE
The City of Lubbock, having considered the proposals submitted and opened on the _day of
198_, for work to be done and materials to be furnished in and for:
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 day of 198— at
the bid price contained therein, subject to the execution of and furnishing of all contract documents, bonds, cer-
tificates of insurance, and all other documents specified and required to be executed and furnished under the con-
tract 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 re-
tained by the City of Lubbock.
CITY OF LUBBOCK
Owner's Representative
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