HomeMy WebLinkAboutResolution - 5177 - Contract - Quicksilver Construction - Washington Park Shelter Renovation - 05_09_1996RESOLUTION NO. 5177
May 9, 1996
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 with Quicksilver Construction of
Lubbock, Texas, to furnish and install all materials and services as bid for the Washington Park
Shelter Renovation, attached hereto and 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 9th r May , 1996.
ATTEST:
Betty NI.Johnson, y Secretary
APPROVED AS TO CONTENT:
kryf���'
Victor Kilman, leurchasing Manager
APPROVED AS TO FORM:
ver,
Attorney
DGV.js/QUIKSLVR.RES
ccdocs/April 30, 1996
1
.— RESOLUTION No. 5177 May 9, 1996.E
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City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
806-767-2167
MAILED TO VENDOR:
CLOSE DATE:
BID #13538 - WASHINGTON PARK SHELTER RENOVATION
Office of
Purchasing
March 28, 1996
April 4,1996 @ 2:00 P.M.
ADDENDUM #1
The following items take precedence over specifications for the above named BID. Where any item called for in
the BID documents is supplemented here, the original requirements, not affected by this addendum, shall remain in
effect.
1. On the plans and specifications, delete the doorjamb note:
"Fill inside of frame with grout."
All requests for additional information or clarification must be submitted in writing and directed to:
Laura Ritchie
Buyer
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
Questions may be faxed to: (806)767-2164
YOU,
LAURA RITCHIE
BUYER
PLEASE RETURN ONE COPY WITH YOUR BID
a:parch:addead{doo 3206 3:01 PM
CITY OF LUBBOCK
INVITATION TO BID
FOR
TITLE: WASHINGTON PARK SHELTER RENOVATION
ADDRESS: LUBBOCK, TEXAS
BID NUMBER 13538
PROJECT NUMBER: 9274.9246
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
INDEX
1. NOTICE TO BIDDERS
2. GENERAL INSTRUCTIONS TO BIDDERS
3. BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS
4. PAYMENT BOND
5. PERFORMANCE BOND
6. CERTIFICATE OF INSURANCE
7. CONTRACT
8. GENERAL CONDITIONS OF THE AGREEMENT
9. CURRENT WAGE DETERMINATIONS
10. SPECIFICATIONS
11. SPECIAL CONDITION
NOTICE TO BIDDERS
NOTICE TO BIDDERS
BID 013538
Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the office of the
r Purchasing Manager, Municipal Building, 1625 13th Street., Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the
4th day of April,1996, 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:
"WASHINGTON PARK SHELTER RENOVATION"
After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing
Manager and publicly read aloud.
i It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager for the City
of Lubbock, prior to the expiration of the date above first written.
The City of Lubbock will consider the bids on the 25th day of April,1996, at the Municipal Building, 1625 13th Street,
Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any
formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government
Code, in the amount of 1001/o of the total contract price in the event that said contract price exceeds $100,000 and the successful
bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 1001/o of
the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company
carrying a current Best Rating of B or prior, as the rating of the bond company is a factor that will be considered in determination
of the lowest responsible bidder.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check
issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the
order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will
enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of the contract to him.
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
f considered in the preparation of the bid submitted There will be a pre -bid conference on 28th day of March,1996, at 10:00
I o'clock a.m., in the Purchasing Conference Room L-04, 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 will be afforded equal opportunities to submit bids in response to this invitation and will
rnot be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid
openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible
format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 767-2281 at least 48 hours in
advance of the meeting.
7
CITY OF LUBBOCK
v.
VICTOR
PURCHASING GE
Bid documents may be obtained upon request from the Purchasing Department at 1625 Street,
Room L-04, Lubbock, Texas 79401; Telephone (806)767-2167/Fax (806)767-2164.
GENERAL INSTRUCTIONS TO BIDDERS
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GENERAL INSTRUCTIONS TO BIDDERS
1. SCOPE OF WORK
The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this
project in accordance with contract documents for the WASHINGTON PARK SHELTER RENOVATION.
2. CONTRACT DOCUMENTS
All work covered by this contract shall be done in accordance with contract documents described in the General Conditions.
All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction
of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents.
3. PLANS FOR USE BY BIDDERS
It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the
contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge of
forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders.
4. BIDDER INOLTHUES
No bidder shall request any information verbally. All written requests for additional information or clarification concerning
this bid must be addressed to:
RON SHUFFIELD -
SENIOR BUYER
CITY OF LUBBOCK
P.O. BOX 2000
LUBBOCK, TX 79457
FAX (W767-2164
5. T1ME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed within 45 (FORTY-FIVE) consecutive
calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder.
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The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City
reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract
documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the
progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take
such action as the City deems necessary to insure completion of the project within the time specified
6. PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract
documents..
7. AFFIDAVITS OF BILLS PAID
The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an
i affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by
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d
the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been
notified.
8. MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade will be
furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor
of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the
project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full
i responsibility of complying with this provision. The specifications for materials and methods set forth in the contract
documents provide minimum standards of quality which the Owner believes necessary to procure a satisfactory project.
9. GUARANTEES
All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials
and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which
shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature
t whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work
as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock).
10. PLANS FOR THE CONTRACTOR
The contractor will be furnished one set of plans and specifications, and related contract documents for his use during
construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The
Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for
proper prosecution of the work contemplated by the Contractor.
11. PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies,
machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the
work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its
certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract
has been awarded, to require of a bidder the following information:
(a) The experience record of the bidder showing completed As of a similar nature to the one covered by the intended
contract and all work in progress with bond amounts and percentage completed.
(b) A sworn statement of the current financial condition of the bidder.
(c) Equipment schedule.
12. TEXAS STATE SALES TAX
This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04
of the Texas Limited Sales, Excise and Use Tax Act.
The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be
incorporated into the work without paying the tax at the time of purchase.
13. PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to
exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground
structures which might or could be damaged by Contractor during the construction of the project contemplated by these
contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines
and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities
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aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work
contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas,
at Contractor's expense.
14. BARRICADES AND SAFETY MEASURES
'I The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take
such other precautionary measures for the protection of persons, property and the work as may be necessary. The
Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and
when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost
and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date
of issuance to Contractor of City's certificate of acceptance of the project.
15. EXPLOSIVES
The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City.
In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for
all damage which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are
authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall
further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of
construction activity.
Explosive materials shall not be stored or kept at the construction site by the Contractor.
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.
16. 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.
17. INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General
P^ Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory
to the City. Proof of overage shall be famished to the City and written notice of cancellation or any material change will
be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the
7 insurer waiving the right to subrogation.
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
I Contractor to the effect that no work on this particular project shall be subcontracted
Is. LABOR AND WORKING HOURS
Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these
contract documents. The wage rate which must be paid on this project shall not be less than specified in the schedule of
general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the
requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above
mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem
wages in these contract documents does not release the Contractor from compliance with any wage law that may be
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applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays
unless the following conditions exist:
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(1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its
citizens.
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(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 continence work, regardless of the day
of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life.
19. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS
The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this
contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than
once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the
seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, 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 deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The
Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate
of per diem wages, which schedule is included in the contract documents.
The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten dollars for each
laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is
paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per
diem wages included in these contract documents.
20. PROVISIONS CONCERNING ESCALATION CLAUSES
Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or
decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder
without being considered.
21. PREPARATION FOR BID
The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and
the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the
materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In rase of discrepancy
between the price written in words and the price written in figures, the price written in words shall govern. If the bid is
submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm,
�• association, or partnership, the name and address of each member must be given and the bid signed by a member of the
r firm, association or partnership,or person duly authorized. If the bid is submitted pe y by a company or corporation, the
company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent.
Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted
with the bid. The bid shall be executed in ink.
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Each bid shall be enclosed in a scaled envelope, addressed as .specified in the Notice to Bidders, and endorsed on the outside
"' of the envelope in the following manner:
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C(a) Bidder's name
(b) Bid for (description of the project).
Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no bid may
be azthdrawn or altered thereafter.
PM
22. BOUND COPY OF CONTRACT DOCUMENTS
Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following:
(a) Notice to Bidders.
(b) General Instructions to Bidders.
(c) Bidder's Submittal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
�.. (1) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
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
r reference into the aforementioned contract documents.
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PLACE:
DATE:.
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BID SUBMITTAL
LUMP SUM BID CONTRACT
City of Lubbock — Purchasing Office
April 4, 1996
PROJECT NUMBER: 13538 - WASHINGTON PARK SHELTER RENOVATION
Bidof King `Consultants, Inc. dba QuickSilver Const. (hereinafter called Bidder)
7 To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
L The Bidder, in compliance with your invitation for bids for the construction of a Washington Park
l Shelter Renovation
having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract
documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the
intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to
construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the
price stated below. The price to cover all expenses incurred in performing the work required under the contract documents.
BASE BID: Remove existing built-up roof, brick piers and concrete benches, light fixtures, restroom fixtures, concrete ramp
and walk sections, doors and frames. Furnish, supply, and install standing scam metal roof, brickwork, tuckpointing,
concrete work, metal work, carpentry, light fixtures, restroom fixtures, doors and frame, and painting (to include all
l material, equipment, labor, and supervision) complete in place at Washington Park (E. 22nd and Birch Street.):
l
r MATERIALS: �rs•�r.T —,ls� a.�l..,cd,G„m/ �r� (S �3 �� )
SERVICES:
TOTAL BID:
(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 45 (FORTY-FTVE) consecutive calendar days thereafter as
stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages
the sum of S200.00 (TWO HUNDRED DOLLARS) for each consecutive calendar day in excess of the time set forth hereinabove
for completion of this project, all as more fully set forth in the general conditions of the contract documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction
number 21 of the General Instructions to Bidders.
0
Bidder understands that the Owner reserves the right to reject any or all bids and to waive arty formality in the bidding.
i
The Bidder agrees that this bid shall be good and may not be .withdrawn for a period of thirty (30) calendar days after the
heduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans,
*.,specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or
before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in
the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified
Fcheck issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to
the order of the City of Lubbock in an amount not less than five percent (5% ) of the total amount of the bid submitted as a
guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of
the contract to him.
Enclosed with this bid is a Cashier's Check or Certified Check for Dollars
IF ($ ) or a Bid Bond in the sum of 4W f Dollars (S , which it is
agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted and the
undersigned fails to execute the necessary contract documents and the required bond (if any) with the Owner within ten (10) days
after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the
I . undersigned upon demand.
7Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents
made available to him for his inspection in accordance with the Notice to Bidders.
Z, rarm
Authonzed Signature
Loyde Castle
(Printed or Typed Name)
King Consultants, Inc. dba
Company QuickSilver Construction
1205 E. 46th Street
Address
Lubbock Lubbock
'Pzas Co79404
State Zip Code
Telephone: 8 0 6_ 7 6 3 —617 5
Fax Number: 8 0 6 _ 7 6 3— 616 0
Mr l ifT1;AAnr is .a i�nrnnref�nnl
LIST OF SUBCONTRACTORS
Minority Owned
Yes No
0
2.
0 R."
3.
0 E-"^
4.
0 0
5.
0 0
6.
0 0
7.
0 0
s.
0 0
9.
0 0
7
10.
0 0
� O
-randier INSURANCE COMPANY OF NEW YORK
ROCK HILL, NEW YORK 12775-8000
(A Stock Company)
Bond No. 84255-9
BID BOND
Document No. A310 (February, 1970 Edition)
KNOW ALL MEN BY THESE PRESENTS, that we
King Consultants, Inc. dba Quicksilver Construction
as Principal, and Frontier Insurance Company of New York, Rock Hill, New York 12775, a corporation duly or-
Vanized under the laws of the State of New York as Surety, are held and firmly bound unto
ity of Lubbock
as Obligee, in the sum of FIVE PERCENT OF AMOUNT BID BY PRINCIPAL NOT TO EXCEED $110,000.00
AND THE BOND PENALTY SHALL NOT EXCEED - Dollars ($ 5,500.00 ),
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.
WHEREAS, the Principal has submitted a bid for
Washington Park Shelter Renovation
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract
with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the
bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for
the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the
Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference
not to exceed the penalty thereof between the amount specified in said bid and such larger amount for which the
Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation
shall be null and void, otherwise to remain in full force and effect.
Signed and sealed this 4th
(SEAL)
(SEAL)
day of April
Consultant �. dba Quicksil
-(Primncipal)
e) Secretary,
INSURANCE COMPANY OF
Staci Gross
(Surety)
19 96
Cons
YORK
Attorney -In -Fact
FM 19-1187-FNY (5195)
W-10563-5/95.2M
O
;w4wrojitier INSURANCE COMPANY OF NEW YORK
t
ROCK HILL. NEW YORK 12775-8000
(A Stock Company)
POWER OF ATTORNEY
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F
Fttta(u Al( 2lirtt Vu Tfirsr is rrsvtlts: That FRONTIER INSURANCE COMPANY OF NEW YORK, a New York Corporation, having its principal
office in Rock Hill, New York, pursuant to the following resolution, adopted by the Board of Directors of the Corporation on the 4th day of November,1985:
"RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys -in -
Fact to represent and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity
and writings obligatory in the nature thereof, and to attach thereto the corporate seal of the Company, in the transaction of its surety business;
"RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney
or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile
seal shall be valid and binding upon the Company when so affixed with respect to any bond_, undertaking, recognizance or other contract of
indemnity or writing obligatory in the nature thereof;
"RESOLVED, that any such Attorney -in -Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insertin
such certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney- in=Fact"
This Power of Attorney is signed and sealed in facsimile under and by the authority of the above Resolution.
DOES HEREBY MAKE, CONSTITUTE AND APPOINT: DONAL BOLEY STEVE DEAL STACI GRASS
LAURA ESPINOZA
of WICHITA FALLS in the State of TEXAS
its true and lawful Attorneys► -in -Fact with full power and authority hereby conferred in its name, place and stead to sign, execute, acknowledge and
deliver in its behalf, and as its act and deed, without power of redelegation, as follows:
Bonds guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts otherthan
insurance policies; and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law
allowed; IN AN AMOUNT NOT TO EXCEED THREE MILLION FIVE HUNDRED THOUSAND ($3,500,000.00) DOLLARS; and to bind FRONTIER
INSURANCE COMPANY OF NEW YORK thereby as fully and to the same extent as if such bond or undertaking was signed by the duly
authorized officers of FRONTIER INSURANCE COMPANY OF NEW YORK, and all the acts of said Attorneys) -in -Fact pursuant to the
authority herein given are hereby ratified and confirmed.
31t UUitttrss Alhrrraf, FRONTIER INSURANCE COMPANY OF NEW YORK of Rock Hill, New York, has caused this Powerof Attorneyto be Signed
by its President and its Corporate seal to be affixed this 14thday of FEBRUARY 19 92 -
State of New York
County of Sullivan ss.:
FRONTIER INSURANCE COMPANY OF NEW YORK
-.„,„
ox,
2/ Y P am1
BY:
f
WALTER A. RHULEN, President r
On this 14th day of FEBRUARY , 19 9q22 before the subscriber, a Notary Public of the State of
New York in and for the County of Sullivan, duly commissioned and qualified, came W,4&R A. RHULEN of FRONTIER INSURANCE COMPANY OF
NEW YORK to me personally known to be the individual and officer described herein, and who executed the preceding instrument and
acknowledged the execution of the same, and being by me duly sworn, deposed and said, that he is the officer of the Company aforesaid, and that
the seal affixed to the preceding instrument is the Corporate Seal of the Company, and the Corporate Seal and signature as an officer were duly
affixed and subscribed to the said instrument by the authority and direction of the Corporation, and that the resolution of the Company, referred to in
the preceding instrument, is now in force.
,3tt'TrstinluttLi W, 4crrof, I have hereunto set my hand, and affixed my official seal at Rock Hill, New York, the day and year above written
�gtry
ur1 �pTA �yl
rr�pl/BLtC!a /
CERTIFICATION
CHRISTINE I. LANE
Notary Public of New York
Sullivan County Clerk's No. 1996
Commission Expires May 2, 1996
I, JOSEPH P. LOUGHLIN, Secretary of FRONTIER INSURANCE COMPANY OF NEW YORK of Rock Hill, New York, do hereby certify that the
foregoing Resolution adopted by the Board of Directors of this Corporation and the Powers of Attorney issued pursuant thereto, aretrue and correct
and that both the Resolution and the Powers of Attorney are in full force and effect
3tt Witttrss 04rrrof, I have hereunto set my hand and affixed the facsimile seal of the corporation this 4th day of
±� April .19 9 L `SURAyC`FSEAL
„k
�N 19-5002A-FNY (4/95) `°. , ,� . J SEPH P. LOUGHLIN, Secretary
PAYMENT BOND
BOND CHECK
BEST RATING
LICEN
DAT y
MAY-15-1996 13:44
K 1 NU (:UMh•'HN 1 t5 tseb rnJoivc.+ • �-•
r
STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERMENT CODE
(CONTRACTS MORE THAN $25,000)
KiM Cxsult ants, im. cba 4aicksilver oxstrticn
KNOW AL.L MEN BY TIMSE PRESENTS, that (hereinafter called the Principal(s), as
L ' Principal(s), and
Frontier Insurance Company of New York
(hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in
the amount of _ $37, 900.00 Dollars (S37, 900.00 lawful money of the United States for the
(" payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,
jointly and severally, firmly by these presents.
r- WHEREAS, the Principal has entered into a certain written contract with the Obligec, dated the h day of
May 19 96 to
Bid #13538-Washington Park Shelter Renovation
t7
`7 and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the
amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at
length herein.
NOW, THEREFOR,B, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all
claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then,
this obligation shall be void; otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021 (a) of the Texas
Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same
r extent as if it were copied at length herein,
` IN WITNESS WHEREOF, the said Principal (s) and Surely (s) have signed and sealed this instrument this i 9th day of
May 1996 .
f
Frontier.Insurance Company of New York King Consultant. jnc. dba Quicksilver Cc
Surety
lay,
(Title) Attorney -in -Fact
I
By:
(Title)
MAY-15--1996 13*45
KING COMPANIES
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates
Xall & Steve's an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service
of process may be had in matters arising out of such suretyship:
Frontier Insurance Company of New York
Surety
* By
r
itle) Attorney —in— ac
Approved as to form:
City of bock t
Y:
it 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.
r
r
O
�, -rantier INSURANCE COMPANY OF NEW YORK
ROCK HILL, NEW YORK 12775-8000
(A Stock Company)
POWER OF ATTORNEY
rAno(u ill lien PV these 14esents: That FRONTIER INSURANCE COMPANY OF NEW YORK, a New York Corporation, having its principal
office in Rock Hill, New York, pursuant to the following resolution, adopted by the Board of Directors of the Corporation on the 4th day of November,1985:
"RESOLVED, that the Chairman of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys -in -
Fact to represent and act for and on behalf of the Companyto execute bonds, undertakings, recognizances and other contracts of indemnity
and writings obligatory in the nature thereof, and to attach thereto the corporate seal of the Company, in the transaction of its surety business;
"RESOLVED, that the signatures and attestations of such officers and the seal of the Company maybe affixed to any such Power of Attorney
or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile
seal shall be valid and binding upon the Company when so affixed with respect to any bond, undertaking, recognizance or other contract of
indemnity or writing obligatory in the nature thereof;
"RESOLVED, that any such Attorney -in -Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insertin
such certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney -in -Fact."
This Power of Attorney is signed and sealed in facsimile under and by the authority of the above Resolution.
DOES HEREBY MAKE, CONSTITUTE AND APPOINT: DONAL BOIXY STEVE DEAL STACI GROSS
LAURA ESPINOZA
of WICHITA FALLS in the State of TEXAS
its true and lawful Attorneys) -in -Fact with full power and authority hereby conferred in its name, place and stead to sign, execute, acknowledge and
deliver in its behalf, and as its act and deed, without power of redelegation, as follows:
Bonds guaranteeing the fidelityof persons holding places of public or private trust; guaranteeing the performance of contracts other than
insurance policies; and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law
allowed; IN AN AMOUNT NOTTO EXCEED THREE MILLION FIVE HUNDRED THOUSAND ($3,500,000.00) DOLLARS; and to bind FRONTIER
INSURANCE COMPANY OF NEW YORK thereby as fully and to the same extent as if such bond or undertaking was signed by the duly
authorized officers of FRONTIER INSURANCE COMPANY OF NEW YORK, and all the acts of said Attorney(s)-in-Fact pursuant to the
authority herein given are hereby ratified and confirmed.
3 n Witness Whereof, FRONTIER INSURANCE COMPfNY OF NEW YORK of Rock Hill New York, has caused this Power of Attorneyto be signed
by its President and its Corporate seal to be affixed this 4thday of FEBRbARY ,19 92
FRONTIER INSURANCE COMPANY OF NEW YORK
P �gURAMpR,Ck4
W. roe, "..o*,
SEA
v\.. Sir root
State of New York ,k t BY.
County of Sullivan SS.:
WALTER A. RHULEN, President r
On this 14th day of FEBRUARY 19 92 , before the subscriber, a Notary Public of the State of
New York in and for the County of Sullivan, duly commissioned and qualified, came WALTER A. RHULEN of FRONTIER INSURANCE COMPANY OF
NEW YORK to me personally known to be the individual and officer described herein, and who executed the preceding instrument, and
acknowledged the execution of the same, and being by me duly sworn, deposed and said, that he is the officer of the Company aforesaid, and that
the seal affixed to the preceding instrument is the Corporate Seal of the Company, and the Corporate Seal and signature as an officer were duly
affixed and subscribed to the said instrument by the authority and direction of the Corporation, and that the resolution of the Company, referred to in
the preceding instrument, is now in force.
,3 n ZestimonU Whereof, I have hereunto set my hand, and affixed my official seal at Rock Hill, New York, the day and year above written
CHRISTINE I. LANE
Notary Public of New York
Sullivan County Clerk's No. 1996
Commission Expires May 2, 1996
CERTIFICATION
I, JOSEPH P. LOUGHLIN, Secretary of FRONTIER INSURANCE COMPANY OF NEW YORK of Rock Hill, New York, do hereby certify that the
foregoing Resolution adopted by the Board of Directors of this Corporation and the Powers of Attorney issued pursuant thereto, are true and correct,
and that both the Resolution and the Powers of Attorney are in full force and effect.
�In Witness 04crrtlf, I have hereunto set my hand and affixed the facsimile seal of the corporation this 15th day of
May .19 96
"PON ON
�SEAL' >� � � •I�
7M 19-5002A-FNY (4/95) JOSEPH P. LOUGHLI Secretary
d .
PERFORMANCE BOND
MAY-15-1996 13:46
K I Nu C;UMeHN i t5
STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVEMNIENT CODE
(CONTRACTS MORE THAN S100,000)
Kig arllltarrts, Inc. ct)a QACksilVr=r tern
KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and
Frontier Insurance Company of New York
(hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in
the amount of , 37, 900. 0 Dollars (S 324 .00 ) lawful money of the United States for the
payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,
jointly and severally, firmly by these presents.
r WHEREAS, the Principal has entered into a ceruvn written contract with the Obligee, dated the 9LI}iay of
may , 14 6 to
�^ Bid #13538—Washington Park Shelter Renovation
and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the
amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at
a length herein.
r NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully
I : perform the work in accordance with the plans, specifications and contract doeuunents, then this obligation shall be void; otherwise
to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas
Government Code, and all liabilities on this bond shall be determined in accordance with the provislons of said article to the same
C extent as if it were copied at length herein.
r IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and scaled this instrument this _ day of
_ Maw 19_26
�urontie Insurance Company of New York
Surety King Consultantsf --Ta thzlVer Construca
�* B
(Title)
,(Title)
By:
(Title)
r1
MAY-15-1996 13:46 KtNU L:UI''Ih-'HNlt5
tyera ra.ZoloU r • UU
G
•
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates
wall & Sieve1s an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of
"; process may be had in matters arising out of such suretyship.
Frontier Insurance Company of New York
r • Surety
a
(Title)
-- Approved as to Form
r
City of bbock i
r„ By.
i ttorney
` *Note: IC signed by an officer of the Surety Company, there must be on file a certified extract from the by-Iaws 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 tics.
C
e
f
CERTIFICATE OF INSURANCE
7
L
...........
ACDRD„,i",
PRODUCER
Gilmore Insurance Agency, Inc.
P. 0. Box 12030
Lubbock TX 79452-2030
Phone No. 0V0-10.3 —'lV V.J Pax No. OVO—/03—'
INSURED
King Consultants, Inc.
dba Quicksilver Construction
Henry King, Individual
Henry King, President
1205 E. 46th Street
Lubbock TX 79404
..........
r DATE (MM/DD/YY)
xxacmq:.i 05/16/96
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
COMPANY
A Texas Workers' Comp. Ins. Fund
COMPANY
B American Fidelity Ins. Cos.
COMPANY
C Commercial Union Ins. Cos.
COMPANY
D Associated International Ins.
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.
I L A ( TYPE OF INSURANCE I POLICY NUMBER I DATE EFFECTIVE
FFEC IVEE) IPA E EXPIRATION
XPIR !IO I LIMITS I
C
GENERAL
LIABILITY
COMMERCIAL GENERAL LIABILITY
CLAIMS MADE ® OCCUR
OWNER'S &CONTRACTOR'S PROT
GRW842966
01/15/96
01/15/97
GENERAL AGGREGATE
$ 1,000,000
X
PRODUCTS - COMP/OPAGG
$ 1,000,000
PERSONAL & ADV INJURY
$ 1, 0 0 0 , 0 0 0
EACH OCCURRENCE
$ 1,000,000
FIRE DAMAGE (Any one tire)
t 50,000
MED EXP (Any one person)
$ 51000
B
B
B
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
BA383262002
02/18/96
02/18/97
COMBINED SINGLE LIMIT
$ 1, 000, 000 ,
X
BODILY INJURY
(Per person)
X
BODILY INJURY
(Per accident)
$
X
GARAGE LIABILITY
ANY AUTO
fI EXCESS LIABILITY
t
D X UMBRELLA FORM
OTHER THAN UMBRELLA FORM
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
SPD15389-01
A THE PROPRIETOR/ X INCL TSF0010533402
PARTNERS/EXECUTIVE
A OFFICERS ARE: HX EXCL TSF0010533402
OTHER
C Builder's Risk CRR478407
Reporting Form
PROPERTY DAMAGE 1 $
AUTO ONLY - EA ACCIDENT
OTHER THAN AUTO ONLY:
EACH ACCIDENT
1
AGGREGATE
S
05/01/96
05/01/97
EACH OCCURRENCE
$ 1, 000, 000.
AGGREGATE
$ 1, 000, 000.
11/17/95
11/17/95
11/17/96
11/17/96
X WC STATU- OTH-
RY LIMITS ER
EL EACH ACCIDENT
$ 500, 000
EL DISEASE -POLICY LIMIT
$5000,000
EL DISEASE -EA EMPLOYEE
$500,000
01/01/961 01/01/971 All Risks 11500,000.
WC Contains a blanket Waiver of Subroga ion
City of Lubbock is named as additional nsured on the General Liability and
C mmercial Auto-�brella i follow form.
City of Lub-bo k 1s named with a waiver of subroyatign in their favor for
t e General Lliab lity and Commercial Auto -Umbrella s Follow form
CITY018 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
City of Lubbock BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
P.O. BOX 2000
Lubbock TX 79457 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
I
ACORD GOM11ll R(
PRODUCER ,
7,ilmore Insurance Agency, Inc.
. O. Box 12030
ubbock TX 79452-2030
CODE 42-36296 SU"ODE
SURED'S NAME
ing Consultants, Inc.
INSURED'S MAILING ADDRESS IF CHANGED
ng Consultants, Inc.
DATE (MM/DDYY)
05/16�LIG /96
KINGCON•
THIS IS AN ArIrmnm Fnr9FUFNT nF VnUR RFOIIFST- IIPrIN APPRnVat THE rnu PANV•S RFe-MAnq Will 1
L
Smmi. UIIT, GUUAIT. DIA119. mr{:Vuc
-
Inl Cinch
TII.OVR.I
rN i wuwurlrm
ATURE OF`;BUSINESS / DESCRIPTION 00 pPrr
ADD
I CHANGE >:
DELETE
LOC.
IA4JT.4 VEHICLE DESCiIPTION /LIMITS
voucr uMITts1 CHANGED
ADD
` CHANGE
DELETE
! 1.YEAR
MAKE, MODEL, BODY TYPE
SEAT CAP.
VIN/SERIAL NUMBER
TY, STATE. ZIP. WHERE GARAGED
TERR
USE
GVWIGCW
CLASS
I
SIC
FACTOR
YMIAGE
COST NEW
RADIUS
FARTHEST TERM.
COMM'L
I
IS
I
J
i
RETAIL
CHECK COVERAGES
MNS. MOT.
F
L.s.r. DEDUCTIBLES
ACV
PLEASURE
HDRIVE
DRIVE TO W/S UNDER 15
SERVICE
UAL.
ROD•L Fir
uNDEMMa.—T.
FaT
COIr. COMP/SPEC
i
:d
ST
FARM
TO W/S OVER 15
nP
MED►Rr
tow • LAaOR
P.7 a w
eou_ COLL.
0
i
LIABILITY
PIP
A P I P
MEDICAL PAYMENTS
UNINSURED MOTORISTS
UNDERINSURED MOTORISTS
AlITO•VEHICLE DESCRIPTION / UMiTS ; ..
POLICY unnms) cllANctaDCHANGE
DELETE
f
YEAR
MAKE MODEL. BODY TYPE
SEAT CAP.
VIN/SERIAL NUMBER
,TV. STATE, ZIP, WHERE GARAGED
TERR
USE
GVWIGCW
CLASS
SIC
FACTOR
SYM/AGE
COST NEW
RADIUS
FARTHEST TERM,
COMM'L
RETAIL
CHECK COVERAGES
UNINS. MOT.
DEDUCTIBLES
nev
PLEASURE
HDRIVE
DRIVE TO W/S UNDER 15
SERVICE
UAL
Roo-L PIP
UNDERINa. MOT.
—
/ a T
cow COMP/SPEC
•
sT AIIT
FARM
TO W/S OVER 15
PIr
MEOPAT
Tow a LAMM—d
r. T a w
eou. COLL.
•
�
LIABILITY
PIP
A P 1 P
MEDICAL PAYMENTS
UNINSURED MOTORISTS
UNDERINSURED MOTORISTS
•
•
•
•
•
,rRIVER
INFORMATION (List: drivers who frequently.y;Ie Dwnivahicles)
ADD
CHANGE
DELETE
NAME (Include address, II required)
DATE OF BIRTH
YEAR
UC.
DRIVERS:
LIC s/SOC. SEC.
STATE
USE VEH.
DIST. TO
WORK/
LIC.
AND %
SCHOOL
J..
IVER
INFORMATION.;(Li;tdiiyetslvhq irequ
.....
....
.•.;?; ADD
CHANGE
DELETE
NAME (Include address, it required)
DATE OF BIRTH
YEAR
DRIVERS: LIC //SOC. SEC,
STATE
USE VEH.
H
DIST. TO
WORK/
LIC.
AHD
SCHOOL
Elver o
r favor of :
he City of Lubbock
P.O. Box 2000
Lubbock, TX 79457
'hanks
I.• .• �.5... I STREET, CITY, COUNTY, STATE, ZIP CODE
Loc.
s
DATE (MM/DD/YY)
05/16/96
PROPERTY GENERAL LIABILITY
TYPE INLAND INLAND MARINE X AUTOITRUCKERS
CRIME WORKERS COMP.
COMPANY TIMES REQUESTED
American Fidelity Ins. Cos.
POLICY NUMBER EFFECTIVE DATE OF CHANGE
BA383262002 05/16/96
POLICY INCEPTION DATE POLICY EXPIRATION DATE
02/18/96 02/18/97
THIS IS AN ACKNOWLEDGEMENT OF YOUR REQUEST, UPON APPROVAL, THE COMPANY'S RECORDS WILL
BE ADJUSTED ACCORDINGLY, AND IF A PREMIUM ADJUSTMENT IS REQUIRED, IT WILL BE DONE AT
PREMIUM AUDIT OR BY ENDORSEMENT.
.......
<`": ADD CHANGE DELETE
INTEREST YR. BUILT PART OCCUPIED
1.
A ! f:1 YF.Ii#G#.E D SC#i1P f1RN;'#,: Mi S;•:.: ' j : ;"
: `. I POLICY uMrr(s)
YEAR
MAKE, MODEL, BODY TYPE
CITY, STATE, ZIP, WHERE GARAGED
TERR
USE
GVVI
COMM'L
RETAIL
CHE
PLEASURE
DRIVE TO W/S UNDER 15
SERVICE
FARM
DRIVE TO W/SOVER 15
LIABILITY
PIP
A P I
AVT i/ ��IE:�% :::.............:.:.:..:.:..:...:.:..
POLICY LIMIT(s).....:.:.:...:.....
i
YEAR
I MAKE, MODEL, BODY TYPE
CITY, STATE. ZIP, WHERE GARAGED
TERR
USE
GVN
COMM'L
POW
RETAIL
CHE
PLEASURE
TO W/S UNDER 15
SERVICE
L
FARM
HDRIVE
DRIVE TO WIS OVER 15
LIABILITY
PIP
A P I
DRIVER :INFORMATiI�I�:.t� tsi dr rests wba fce i; ve> (
( ..: ........: • ::::.: •:.. •::.::....:...:......:..Y..::. •.. •.:.:: •.: •. • •:: .
I
NAME (Include address, If required)
ADD <'»': I CHANGE <':f'€'•>?':e; I DELETE
ANGER
ADD
CHANGE DELETE z:#;'
SEAT CAP.
VINMER1AL NUMBER
7AS8--
SIC
FACTOR
SYM/AGE
COST NEW I
RADIUS
FARTHEST TERM.
COVERAGES
UNRN, MOT,
I
L&,
DEDUCTIBLES
ACV
L
AD 'L AI
UNDERINB, MOT.
I a T
COMP/SPEC •
aT AMT
WO PAY
TOW a LABOR
I, T a W
::MP,
cOLL.
CDLL. •
•
MEDICAL PAYMENTS
UNINSURED MOTORISTS
UNDERINSURED MOTORISTS
ANGER <;
.
:: ADD
.. CHANGE DELETE i
SEAT CAP.
VIN/SERIAL NUMBER
:W
CLASS
SIC
FACTOR
SYMIAGE
COST NEW I
RADIUS
FARTHEST TERM.
COVERAGES
uNINO. T.
I
LOY.
DEDUCTIBLES
ACV
LR-'L.1
uNDERINs. MOT.
I a T
cDMP.
COMP/SPEC •
R AMT
MED PAY
LA
TOW a LABOR
I, Taw
COLL
COLL. •
•
MEDICAL PAYMENTS
UNINSURED MOTORISTS
UNDERINSURED MOTORISTS
ADD
;`:;>:>°.' CHANGE DELETE
D(ST. TO
TE OF BIRTH
YEAR
DRIVERS: LIC S/SOC. SEC. S STATE
USE VEH.
WORK/
LIC
LIC.
AND %
Bcl O
1 QRIVER INFL#RMA Oi1i iSidiit[ers yvlu filsque w 0>�1l Ai es1 ADD � CHANGE { DELETE
;•.:..
:...
.............:.....:.......... ...
YEAR STATE USE VEH. DIET. TO
18 I NAME (Include address, it required) ATE OF BIRTH I LIC. DRIVERS. LIC i/SOC. SEC. t AND % SCHOOL
FThe City of Lubbock
P. O. Box 2000
Lubbock, TX 79452
Thanks
n:
II ,
BA 3632620 AGENTS COPY PAGE 7
RENEWAL OF POLICY BA 3832620
AmericanFidelrty ITEM ONE- BUSINESS AUTO POLICY FLEET
Insurance Companies AMENDED DECLARATION) 12 * * EFFECTIVE 03/28/96
SUPERSEDFS ANY PREVIOUS DECLARATION BEARING
embers of the American Fidelity Group THE S A M F NUMBER FOR THIS POLICY PERIOD
REASON FOR AMENDMENT MULTIPLE POLICY CHANGES
/IPOUCY NUMBER FROM POLIrY PFRin
BA 3832'620 02 02/18/96 02/18/97
rpm--... wun wnnoccc
I KING CONSULTANTS INC ETAL
E HENRY KING,INUIVIDUAL
IJ�1205 E 45TH STREET
LUBBOCK TX
n ,
AMERICAN FID. LLOYDS INS. CO. 0309810
AGENT
GILMORwE I111S. AGENCY, INC.
PO BOX 12030
LUB30CK, TX 79452
79404
EXCEPT FOR TOWING, ALL PHYSISAL DAMAGE LOSS 'IS PAYABLE TO YOU AND THE LOSS PAYEE
MEC BELOW AS INTERESTS MAY APPEAR AT THE TIME OF LOSS-
'!
Cj.2 GMAC 013 FORD MOTOR CREDIT
PO BOX 2525 PO BOX 13490
17 HUDSD"1 OH 044236 OD�ESSA TX 079768
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015 FORD MOTOR CREDIT CARP 016 AMERICAN BANK OF COMMERCE
PO 5OX 6068 ATTN: MARSHA BLAKE-LN0125513
ROME GA 030162 PO DRAWER 9
WOLFFORTH TX 079382
**
F
000 CITY OF LU5BOCK
PO BOX 2000
LUBBOCK TX
A D 0 1 T I 0 N A L I N S U R E 0 S **
* SEE TE2001A.
** SEE TE99013
*# 000 TEXAS TECH UNIV HEALTH SCIENCE**
HSC PURCHASING
079408 PC 30X 5706
LUBBOCK TX 079417
0 UNIVERSITY MEDICAL CENTER
j 602 INDIANA
LUBBOCK* TX
**
079417
* # AUTHORIZED DRIVER LIST
DRIVER IO DRIVER NAME LICENSE NUMBER
` 01 HENRY KING 00895530
C 1
I
BIRTH DATE
12/25/40
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CONTRACTOR CHECKLIST
A CONTRACTOR SHALL:
(1) provide coverage for its employees providing services on a project, for the duration of the project based on proper
reporting of classification codes and payroll amounts and filling of any coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to
beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during
the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity
will have on file certificates of coverage showing coverage for all persons providing services on the
project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of
coverage, if the coverage period shown on the current certificate of coverage ends during the duration of
the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter,
(6) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the contractor
knew or should have known, of any change that materially affects the provision of coverage of any person
providing services on the project;
() post a notice on each project site informing all persons providing services on the project that they are required to be
covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice
does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be
printed in at least 19 point normal type, and shall be in both English and Spanish and any other language common
?� to the worker population. The text for the notices shall be the following text provided by the commission on the
i sample notice, without any additional words or changes:
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7
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this construction project must (see reverse) be
covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and materials, or
providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an
employee."
"Call the Texas Workers' Compensation Commission at 51V440- 3789 to receive information on the legal requirement for
coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to
provide coverage." and
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(8) contractually require each person with whom it contracts to provide services on a project, to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any
coverage agreements for all of its employees providing services on the project, for the duration of the
project;
(B) provide a certificate of coverage to the contractor prior to that person beginning work on the project;
(C) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule;
(D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends during the
duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during the
duration of the project;
(F) retain all required certificates of coverage on file for the duration of the pmjcct and for one year
thereafter,
(G) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the
person knew or should have known, of any change that materially affects the provision of coverage of any
person providing services on the project; and
(I) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) -
(1-1), with the certificate of coverage to be provided to the person for whom they are providing services. 0
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STATE OF TEXAS
COUNTY OF LUBBOCK
CONTRACT
THIS AGREEMENT, made and entered into this 9th day of May,1996, by and between the City of Lubbock, County of
Lubbock, State of Texas, acting by and through David R. Langston, Mayor, thereunto authorized to do so, hereinafter referred to as
t OWNER, and OUICKSILVER CONSTRUCTION, of the City of Lubbock. County of Lubbock. and the State of Texas,
hereinafter termed CONTRACTOR
WITNESSE L 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 CONTRACTOR hereby
agrees with OWNER to commence and complete the construction of certain improvements described as follows:
BID # 13538 - WASHINGTON PARK SHELTER RENOVATION - 537,900.00
and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost
!. and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories
and services necessary to complete the said construction in accordance with the contract documents as defined in the General
Condition of Agreement
The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given
to him and to substantially complete same within the time specified in the contract documents.
The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid
submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account
thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the
year and day first above written.
ATTEST:
r Corporate Secretary
1:
CONTRACTOR
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COMPLETE ADDRESS:
Quicksilver Construction
1205 E.46th Street
Lubbock, Texas 79404
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GENERAL COMMONS OF THE AGREEMENT
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4.
S.
6.
7.
7,
GENERAL CONDITIONS OF THE AGREEMENT
OWNER
Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this contract, it shall be
understood as referring to the City of Lubbock, Texas.
CONTRACTOR
Whenever the word Contractor, or the expression Party of the Second Part, or Second Parry, is used, it shall be understood
to mean the person, persons, co -partnership or corporation, to -wit. OIIICKSELVER CONSTRUMON, who has agreed
to perform the work embraced in this contract, or to his or their legal representative.
OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to,
City of Lubbock, under whose supervision these contract documents, including plans and specifications, were prepared, and
CRAIG WUENSCHL PROJECT LANDSCAPE ARCEMCT, who will inspect constructions; or to such other
representative, supervisor, or inspector as may be authorized by said Owner to act in any particular under this agreement.
Engineers, supervisor or inspectors will act for the Owner under the direction of Owner's Representative, but shall not
directly supervise the Contractor or men acting in behalf of the Contractor.
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement,
Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any),
Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his inspection in
accordance with the Notice to Bidders.
INTERPRETATION OF PHRASES
Whenever the words "Directed," "Permitted," "Designated," "Required,' 'Considered Necessary," "Prescribed," or words of
lice 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.
U-1VOIJ,
The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for
performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any
Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents,
but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor.
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 documents. Unless otherwise specified, all materials shall be
new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory
evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known,
technical or trade meaning shall be held to refer such recognized standards.
All work shall be done and all materials funished in strict conformity with the contract documents.
SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been
made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor
miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this
work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout
of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not
relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to hire and he
shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress of quality of the executed work and
to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to
make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will he be responsible for
the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His
efforts will be directed towards providing assurances for the Owner that the completed project will conform to the
requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform the work in
accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the
progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owners Representative whenever necessary for the commencement of the
work contemplated by these contract documents or the completion of the work contemplated by these contract documents.
Whenever necessary, Contractor shall suspend his work in order to permit Owner's Representative to comply with this
requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation
therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades
will be needed All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or
removal by him, his Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owner's
Representative at Contractor's expense.
14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
I Unless otherwise is specified, ' it 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
f insure the proper execution of the contract. In order to permit delays and disputes and to discourage litigation, it is further
agreed that the Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work
which are to be paid for under this contract. He shall determine all questions in relation to said work and the construction
thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of
said Contractor. The Owner's Representatives' estimates and findings shall be conditions precedent to the right to any
action on the contract, and to any rights of the Contractor to receive any money under this contract.
The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the Contractor a
written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work
or the interpretation of the contract, specifications and plans.
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 Contractor shall furnish all reasonable aid and assistance
required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The
Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so
appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying
r plans and specifications provided, however, should the Contractor object to any orders by arty subordinate engineer,
h supervisor or inspector, the Contractor may within six (6) days make written appeal to the Owner's Representative for his
decision.
16. CNTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the
work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to owner's
Representative. The superintendent shall represent the Contractor in his absence and all directions given to him shall be
binding as if given to the Contractor. Adequate supervision by competent and reasonable representatives of the Contractor
is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations
of the Contractor.
The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all
risk in connection therewith shall be borne by the Contractor.
The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of his agents or employees, or any other persons performing any of the work
17. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and location of
the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of
equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions,
and all other matters which in any way effect the work under this contract. No verbal agreement or conversation with any
officer, agent, or employee of the Owner, either before or after the execution of this contract, shall effect or modify any of
the terms or obligations herein contained
18. CHARACTER OF WORKMEN
The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work required
under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform him in writing that
any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, such man or men shall be
discharged from the work and shall not again be employed on the work without the Owner's Representative's written
consent.
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and
completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also
understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials,
tools, equipment or machinery or any part of the work until it is finally completed and accepted.
The building of structures for the housing of men or equipment will be permitted only at such places as the 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.
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20. SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be _
constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's
Representative and their use shall be strictly enforced.
21. OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all reasonable times to observe and test the work. Contractor
shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location
wherever work is in preparation or progress. Contractor shall ascertain the scope of any observation which may be
contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be
ready for such observation. Owner or Owner's Representative may reject any work found to be defective or not in
accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such
errors and regardless of whether 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
Representative, 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 Representative 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 Representative, be uncovered for
observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by
the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests,
inspections or approval, and any work which meets the requirements of any such tests or approval but does not meet the
requirements of the contract documents shall be considered defective. Such defective work shall be corrected at the
Contractor's expense.
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Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's
Representative, or other persons authorized under this agreement to make such inspections, tests, or approvals shall relieve
the Contractor from his obligation to perform the work in accordance with the requirements of the contract documents.
22. DEFECTS AND THEIR REMEDIES
It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or
selected for the same, shall be deemed by the Owner or Owners' Representative as unsuitable or not in conformity with
plans, specification and contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's
Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full
accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at
Contractor's expense.
23. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line,
grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the
beginning of the construction, without affecting the validity of this contract and the accompanying bond.
j 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 increase 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 case the Owner shall make such changes or alterations as shall make useless any
work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for
any material or labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in
preparation for the work as originally planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the
Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work
as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided
` under Changes and Alterations herein.
It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when
presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor
to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to
the Contractor for performing said extra work shall be determined by the following methods:
Method (A) - By agreed unit prices; or
Method (B) - By agreed lump sum; or
Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then
the Contractor shall be paid the actual field cost of the work, plus fifteen (151/6) percent.
In the event said extra work be performed and paid for under Method (C), then the provisions of this paragraph shall apply
and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics
and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used
on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on
account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property
Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the
T 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
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Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type
and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless
otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless
otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General
Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be
incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall
cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements
of cost and expense not embraced within the actual field cost as herein defined, save that where the 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 Representative for a written order
authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to
the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the
work after making written request for written order and shall keep adequate and accurate account of the actual field cost
thereof, as provided under Method (C). The Contractor will thereby preserve the right to submit the matter of payment to
arbitration as herein below provided.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this contract that all work described in the bid, the specifications, plans and other
contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances
necessary to complete the work in accordance with the intent of these contract documents as interpreted by 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 bid to complete the work in accordance with
these plans and specifications. It is further understood that any request for clarification must be submitted no later than five --
days prior to the opening of bids.
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work
with the rate of progress required under this contract, the Owner or 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 specified, the Contractor
shall, if so ordered in writing, increase his force or equipment, or both, to such an extent as to give reasonable assurance of
compliance with the schedule of progress.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance
company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation
laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and
others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building
and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the
"Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible ._.
with federal, state or municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend,
indemnify and save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any
character whatsoever, brought for or on account of any injuries or damages received or sustained by any person or persons _
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or property, on account of arty negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the
execution and supervision of said contract, and the project which is the subject matter of this contract, on account of the
failure of Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be required to
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pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, or employees including
attorney's fees.
The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an Independent
Contractor, inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the
Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the
Contractor of his duty and shall not be construed as any assumption of duty to supervise safety precautions by either the
Contractor or any of his subcontractors.
28. CONTRACTOR'S 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 notice of cancellation or any material change will
be provided ten (10) days in advance of cancellation or change. All policies shall contain an agreement on the part of the
insurer waiving the right to subrogation.
The 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.
The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as
hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried
with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection
with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering
the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to
contract execution.
A. Comprehensive General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $500.000 Combined Single
Limit in the aggregate and per occurrence to include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury
Advertising Injury
B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance.
For bodily injuries, including accidental death and or property damage, $500,000 Combined Single Limit. This
policy shall be submitted prior to contract execution.
C. Comprehensive Automobile Liability Insurance
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury/Property Damage, $500.000 Combined Single Limit,
to include all owned and nonowned cars including: Employers Nonownership Liability Hired and Nonowned
Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the
endorsement doing so is to be attached to the Certificate of Insurance.
D. Builder's Risk Insurance
The Contractor shall obtain a Builder's Risk policy in the amount of 0% of the total contract price (1001/6 of
potential loss) naming the City of Lubbock as insured.
E.. Umbrella Liability Insurance
The Contractor shall have Umbrella Liability Insurance in the amount of $0 00 on all contracts with coverage to
correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages.
F. Worker's Compensation and Employers Liability Insurance
Worker's Compensation Insurance covering all employees whether employed by the Contractor or any
Subcontractor on the job with Employers Liability of at least $500,000.
1. Definitions: _
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -
insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-
84), showing statutory workers' compensation insurance coverage for the person's or entity's employees
providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the project until the
contractor's/person's work on the project has been completed and accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in 0406.096) includes all persons or entities
performing all or part of the services the contractor has undertaken to perform on the project, regardless of
whether that person contracted directly with the contractor and regardless of whether that person has
employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, --
motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes
persons to provide services on the project. "Services" include, without limitation, providing, hauling, or
delivering equipment or materials, or providing labor, transportation, or other service related to a project.
"Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery of portable toilets.
2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor
Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the
duration of the project.
3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded
the contract.
F
1 .
31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or
process covered by letters patent or copyright by suitable legal agreement with the Patentee or Owner thereof. The
Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the
Owner harmless from any loss on account thereof, except that Owner shall defend 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 specified or required in these contract documents by Owner provided, however, if choice of alternate
design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner harmless
from any loss on account thereof. If the material or process specified or required by Owner is an infringement, the
Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infi ngement.
32. LAWS AND ORDINANCES
�.. The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations,
j which in any manner effect the contract or the work, and shall indemnify and save harmless the Owner against any claims
L arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the
Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners'
Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work.
If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without
such notice to the Owner's Representative, he shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the
same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into
contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein.
33. ASSIGNMENT AND SUBLETTING
The Contractor further agrees that he will retain personal control and will give his personal attention to the fulfillment of
this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in
the performance of this contract, shall not relieve the Contractor from his full obligations to the Owner, as provided by this
contractual agreement.
34. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and
time for completion as specified in the contract of work to be done hereunder are essential conditions of this contract; and it
is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be
specified in the Notice to Proceed.
If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any proper
extension thereof granted by the Owner, then the Contractor does hereby agree as part of the consideration for the awarding
of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of S200.00 'WO
HUNDRED DOLLARS) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein
set forth for each and every calendar day that the Contractor shall be in default after the time stipulated for completing the
work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the
work described herein is reasonable time for the completion of the same, taking into consideration the average climatic
change and conditions and usual industrial conditions prevailing in this locality.
The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and
extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount is
agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for
payments or from final payment.
It is finiher agreed and understood between the Contractor and Owner that time is of the essence of this contract.
35. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be
allowed to prosecute his work at such time and sessions, in such order of precedence, and in such manner as shall be most
conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the
work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications,
and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done,
either by contract or by his own force, the Owner's Representative may direct the time and manner of constructing work
done under this contract so that conflicts will be avoided and the construction of the various works being done for the
Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which
shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the
several parts of the work and estimated dates of completion of the several parts.
36. EXTENSION OF TIME
The Contractor agrees that he has submitted his bid in full recognition of the time required for the completion of this --
project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has
considered the liquidated damage provisions of paragraph 33 -hereinabove set forth and that he shall not be entitled to, nor
will he request, an extension of time on this contract, except when his work has been delayed by an act or neglect of the _
Owner, Owner's Representative, employees of the Owner or other contractors employed by the owner, or by changes ordered
in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. The Contractor may apply in writing for
an extension of time, submitting therewith all written justification as may be required by Owner's Representative for such an
extension as requested by Contractor. The Owner's Representative within ten (10) days after receipt of a written request for
an extension of time by the Contractor supported by all requested documentation shall then consider such written request
and respond to Contractor in writing granting or rejecting the request for an extension of time to complete the project.
37. HINDRANCE AND DELAYS
In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within the time herein
fixed, he has taken into consideration and made allowances for all hindrances and delays incident to such work, whether
growing out of delays in securing material or workmen or otherwise. No charge shall be made by the Contractor for
hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the
work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such
expense as in the judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to
Contractor.
38. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid
contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is
let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other
contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the
estimated quantities are shown for the various classes of work to be done and material to be furnished under this contract, _
they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their
bids offered for the work. It is understood and agreed that the actual amount of work to be done and the materials to be
f
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.
39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered,
which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any
damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on
account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the
Owner against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or growing
out of the performance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the
existence or character of the work.
40. PRICE FOR WORK
In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the
Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and
stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid attached hereto, which
has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all
materials and all labor required for the aforesaid work, also, for all expenses 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.
41. 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 defective work. Contractor shall at
any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate
showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made,
Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by
reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a
waiver of all claims against Owner which have not theretofore been timely filed as provided in this contract.
42. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial
payment. Owner's Representative shall review said application for partial payment and the progress of the work made by
the Contractor and if found to be in order shall prepare a certificate for partial payment showing as completely as practical
the total value of the work done by the Contractor up to and including the last day of the preceding month; said statement
shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work
,f. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's
j Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final
` payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of this
agreement. It is understood, however, that in case the whole work be near to completion, and this fact is certified to by
r` Owner's Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the
1 Contractor, the Owner may upon written recommendation of Owner's Representative pay a reasonable and equitable portion
of the retained percentage due Contractor.
r.' 43. FINAL COMPLETION AND ACCEPTANCE
4M Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work has been
1 completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said
t
time, if the work be found to be completed or substantially completed in accordance with the contract documents, the
Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the
duty of the Owner within thirty-one (31) days to issue a certificate of acceptance of the work to the Contractor. `-
44. FINAL PAYMENT
Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and
prepare a final statement of the value of all work performed and materials furnished under the terms of the agreement, and
shall certify same to the Owner, who shall pay to the Contractor on or before 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 contract; and said payment shall become due in any event upon said performance by the
Contractor. Neither the certificate of acceptance nor the final payment, nor any provisions in the contract documents shall
relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the special conditions (if
any) of this contract or required in the specifications made a part of this contract.
45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's Representative on
account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor shall at his
own expense promptly replace such condemned materials with other materials conforming to the requirements of the
contract. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or
replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written
notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense.
46. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for
faulty materials or workmanship,,and he shall remedy any defects due thereto and pay for any damage to other work
resulting therefrom, which shall appear within a period of one (1) year from the date of substantial completion. The Owner
or the Owner's Representative shall give notice of observed defects with reasonable promptness.
47. PAYMENT WITIUIELD
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.
48. ITME 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
r..
and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's
Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of
the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents.
49. ABANDONMENT BY CONTRACTOR
d In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written notification from
the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of the Ownees 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 supplies 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 completed by the Contractor, then said Contractor shall receive the difference.
In case such expense is greater than the sum which would have been payable under this contract, if the same had
been completed by said Contractor, then the Contractor and/or his Surety shall pay the amount of such excess to
the Owner, or
J (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a
general circulation in the County of location of the work, may let the contract for the completion of the work under
substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to
the Owner under the new contract as compared to what would have been the cost under this contract, such increase
C ! 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.
In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the
cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor
and/or his Surety shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools,
materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety. Should the cost to
complete the work exceed the contract price, and the Contractor and/or his Surety fail to pay the amount due the Owner
within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the
site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the
Contractor and his Surety at the respective addresses designated in this contract; provided, however, that actual written
notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be
held at the risk of the Contractor and his Surety subject only to the duty of the Owner to exercise ordinary care to protect
such property. After fifteen (15) days from the date of said notice the Owner may sell such machinery, equipment, tools,
materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety. Such sale
may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any
machinery, equipment, tools, materials, or supplies which remain on the *jobsite and belong to persons other than the
Contractor or his Surety, to their proper owners.
50. ABANDONMENT BY OWNER
In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms
within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the
work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been
included in payments to the Contractor and have not been incorporated into the work Thereupon, the Owner's
Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value
of all work actually completed by said Contractor at the prices stated in the attached bid, the value of all partially completed
work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by
the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to 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 will be required to furnish a performance bond in accordance with Chapter 2253, Government Code,
in the amount of 100% of the total contract price in the event that said contract price exceeds S 100,000 and the successfd
bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of
100% of the total contract price in the event that said contract price exceeds $25,000. All bonds, if required, shall be
submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the
State of Texas. And it is further agreed that this contract shall not be in effect until such bonds are so fiunished. _
52. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special conditions conflict
with any of the general conditions contained in this contract, then in such event the special conditions shall control.
53. LOSSES FROM NATURAL CAUSES
Unless otherwise specified herein, all loss or damage to the Contractor arising out of the nature of the work to be done, or
from the action of the elements, or from any unforeseen circumstance and the prosecution of the same, 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 authority to direct,
supervise, and control his own employees and to determine the method of the performance of the work covered hereby. The
fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during his performance and
to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative
i
29.
30.
e
i
a
(ii) provide a certificate of coverage to the contractor prior to that person beginning work on
the project;
v
(W) include in all contracts to provide services on the project the language in subsection (e)
(3) of this rule;
(iv) provide the contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(v) obtain from each other person with whom it contracts, and provide to the contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) prior to the end of the coverage period, a new certificate of coverage showing
extension of the coverage period, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(vi) retain all required certificates of coverage on file for the duration of the project and for
one year thereafter,
(vii) notify the governmental entity in writing by certified mail or personal delivery, within
10 days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
(viii) contractually require each other person with whom it contracts, to perform as required
by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for
whom they are providing services.
DISABLED EMPLOYEES
Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990, and agree
not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to
job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and
other terms, conditions, and privileges of employment.
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, 0 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 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.
a
i
(a) provide coverage for its employees providing services on a project, for the duration of the project
based on proper reporting of classification codes and payroll amounts and filling of any coverage
agreements;
(b) provide a certificate of coverage showing workers' compensation coverage to the governmental
entity prior to beginning work on the project;
(c) provide the governmental entity, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the contractor's current
certificate of coverage ends during the duration of the project;
(d) obtain from each person providing services on a project, and provide to the governmental entity:
(i) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(ii) no later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(i) notify the governmental entity in writing by certified mail or personal delivery, within 10 days
after the contractor knew or should have known, of any change that materially affects the
provision of coverage of any person providing services on the project;
(g) post a notice on each project site informing all persons providing services on the project that they
are required to be covered, and stating how a person may verify current coverage and report
failure to provide coverage. This notice does not satisfy other posting requirements imposed by
the Act or other commission rules. This notice must be printed in at least 19 point normal type,
and shall be in both English and Spanish and any other language common to the worker
population. The text for the notices shall be the following text provided by the commission on
the sample notice, without any additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance. This includes
persons providing, hauling, or delivering equipment and materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their
employer or status as an employee."
"Call the Texas Workers' Compensation Commission at 5121440-3789 to receive information
on the legal requirement for coverage, to verify whether your employer has provided the
required coverage, or to report an employer's failure to provide coverage. " and
(h) contractually require each person with whom it contracts to provide services on a project, to:
�- (i) provide coverage based on proper reporting of classification codes and payroll amounts
and filing of any coverage agreements for all of its employees providing services on the
project, for the duration of the project;
J
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days
after the person knew or should have known, of any change that materially affects the provision
of coverage of any person providing services on the project; and
(g) contractually require each person with whom it contracts to perform as required by paragraphs
(1) - (7), with the certificates of coverage to be provided to the person for whom they are
providing services.
10. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is
representing to the governmental entity that all employees of the contractor who will provide services on
the project will be covered by worker's compensation coverage for the duration of the project, that the
coverage will be based on proper reporting of classification codes and payroll amounts, and that all
coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured,
with the commission's Division of Self -Insurance Regulation. Providing false or misleading information
may subject the contractor to administrative penalties, criminal penalties, civil penalties, or other civil
actions.
11. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor
which entitles the governmental entity to declare the contract void if the contractor does not remedy the
breach within ten days after receipt of notice of breach from the governmental entity.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for
approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of
compliance with the above insurance requirements, signed by an authorized representative of the insurance
company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date borne by such
certificate. .
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such
certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the named insured at the
address shown in the bid specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of
the policies shown on the certificate.
(7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job
specifications. No substitute of nor amendment thereto will be acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to complete project
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(9) A Contractor shall:
4. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of
the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage
with the governmental entity showing that coverage has been extended.
5. The contractor shall obtain from each person providing services on the project, and provide to the
governmental entity:
(a) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing
services on the project; and
(b) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project.
6 The contractor shall retain all required certificates of coverage for the duration of the project and for one
year thereafter.
7. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the contractor knew or should have known, of any change that materially affects the
provision of coverage of any person providing services on the project.
8. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the
Texas Workers' Compensation Commission, informing all persons providing services on the project that
they are required to be covered, and stating how a person may verify coverage and report lack of coverage:
9. The contractor shall contractually require each person with whom it contracts to provide services on the
project, to:
(a) provide coverage, based on proper reporting of classification codes and payroll amounts and
filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code,
Section 401.011(44) for all of its employees providing services on the project, for the duration of
the project;
(b) provide to the contractor, prior to that person beginning work on the project, a certificate of
coverage showing that coverage is being provided for all employees of the person providing
services on the project, for the duration of the project;
(c) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and provide to the contractor:
(1) a certificate of coverage, prior to the other person beginning work on the project; and
(2) a new certificate of coverage showing extension of coverage, prior to the end of the
coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
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` 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.
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CURRENT WAGE DETERMINATIONS
Resolution No. 3121
j March 14, 1996
Item #19
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is WHEREAS, the City Council has heretofore established the general prevailing rate of
j 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
W,
i; Ann.Civ.St., Art. 5159a; and
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!' WHEREAS, such wage rates were established by Resolution No. 719 enacted February
12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by
Resolution No. 2502 enacted January 8, 1987; and
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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: 1
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THAT the general prevailing rate of per diem wages for public works contracts shall be i
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as set forth in the following named exhibits, which exhibits shall be attached hereto and made ,
a part hereof for all intents and purposes:
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Exhibit A: Building Construction Trades j
Exhibit B: Paving and Highway Construction
Exhibit C. Overtime Rate
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Exhibit D: 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.
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Passed by the City Council this 14th
ATTEST:
Betty M. Anson, City Secretary
APPROVED AS TO CONTENT:
Mary AndrVws, Managing Director of
Human Resources
APPROVED AS TO FORM:
a old Willard, Assistant City Attorney
H W : da/ccdocs/pubworks. res
February 14. 1996
City of Lubbock
Building Construction Trades
Prevailing Rates
Craft
Hourly Rate
Acoustical Ceiling Installer
10.00
Air Conditioner Installer
11.00
Air Conditioner Installer -Helper
5.50
Asbestos Worker
8.00
Asbestos Supervisor
11.00
Bricklayer
11.00
Bricklayer -Helper
6.00
Carpenter
11.00
Carpenter -Helper
6.00
Cement Finisher
7.50
Drywall Hanger
10.00
Electrician
13.00
Electrician -Helper
6.00
Equipment Operator -Heavy
8.50
Equipment Operator -Light
7.50
Floor installer
8.50
Glazier
8.00
Insulator-Piping/Boiler
9.00
Insulator -Helper
5.50
Iron Worker
8.00
Laborer -General
5.50
Mortar Mixer
5.50
Painter
9.50
Plumber
10.50
Plumber -Helper
6.00
Roofer
8.00
Roofer -Helper
5.50
Sheet Metal Worker
8.75
Sheet Metal Worker -Helper
5.50
Welder -Certified
10.00
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EXHIBIT B
Paving and Highway Construction
Prevailing Wage Rates
craft Hourly Rate
Asphalt Heaterman
6.00
Asphalt Shoveler
5.50
Concrete Finisher
7.35
Concrete Finisher -Helper
5.75
Electrician
10.50
nagger
5.50
Form Setter
6.50
Form Setter -Helper
5.50
Laborer -General
5.50
Laborer -Utility
6.25
Mechanic
7.25
Mechanic -Helper
5.50
Power Equipment Operators
Asphalt Paving Machine
7.00
Bulldozer
7.00
Concrete Paving Machine
7.00
Front End Loader
6.50
Heavy Equipment Operator
7.00
Light Equipment Operator
6.50
Motor Grader Operator
8.50
Roller
6.00
Scraper
6.50
Tractor
6.50
Truck Driver -Light
6.00
Truck Driver -Heavy
6.50
EXHIBIT C
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate.
IMMUNE
Prevailing Wage Rates
Weekend and Holiday Rate
The rate for weekend and holiday is 1 1/2 times base rate.
No Text
TABLE OF CONTENTS
DIVISION I - GENERAL REOUIREMENTS
SECTION 1
SUMMARY OF THE WORK
SECTION 2
CUTTING AND PATCHING
SECTION 3
REFERENCE STANDARD AND DEFINITIONS
SECTION 4
TEMPORARY FACILITIES
SECTION 5
PRODUCT SUBSTITUTIONS
SECTION 6
PROJECT CLOSE-OUT
DIVISION 2 - SITEWORK
SELECTIVE DEMOLITION
DIVISION 3 - CONCRETE
CAST IN PLACE CONCRETE
DIVISION 4 - MASONRY
UNIT MASONRY
DIVISION 5 - WOOD AND PLASTICS
ROUGH CARPENTRY
DIVISION 6 - DOORS
STANDARD STEEL DOORS AND FRAMES
DIVISION 7 - PAINTING
DOORS, FRAMES, TRIM, AND SOFFIT
DIVISION 8 - SPECIALTIES
SECTION I SPECIALTY SIGNS
SECTION 2 TOILET ACCESSORIES
DIVISION 9 - SUPPLEMENTARY GENERAL CONDITIONS
MECHANICAL, ELECTRICAL, AND PLUMBING
DIVISION 10 - SHEET METAL ROOFING
9
Shelter Renovation at
Booker T. Washington Park
E. 22nd & Birch St.
r, Division 1 - General Requirements
Section 1 - Summary of the work
Related documents
Drawings and general provisions of Contract, including General and Supplementary Conditions
and other Division-1 Specification Sections, apply to this section.
Project description
Contract Documents: The Contract Documents indicate the types of minimum requirements of
procedure and performance of the Work of the Contract and related requirements and conditions
that have an impact on the Project. Related requirements and conditions that are indicated on the
Contract Documents include, but are not necessarily limited to the following:
Special conditions.
Existing site conditions and restrictions on use of the site.
Alterations and coordination with existing conditions.
Allowances.
r Summary by References: Work of the Contract can be summarized by references to the Contract,
General Conditions, Supplementary Conditions, Specification Sections, Drawings, addenda and
modifications to the Contract Documents issued subsequent to the initial printing of this project
manual and including but not necessarily limited to printed material referenced by any of these. It
is recognized that work of the Contract is also unavoidably affected or influenced by governing
regulations, natural phenomenon including weather conditions and other forces outside the
1 Contract Documents.
Abbreviated Written Summary: Briefly and without force and effect upon the contract documents,
the Work of the Contract can be summarized as follows:
The Work of this Contract includes coordination of the entire Work of the Projects,
including preparation of general coordination drawings, diagrams and schedules, and
control of site utilization, from beginning of construction activity through project close-
out and warranty periods.
The Work includes concrete removal, new walk sections and ramps, masonry work, re-
roofing, painting, and other items as noted.
The Work includes remodeling of existing toilet facilities including plumbing fixtures, grab
bars, door and frames, signage to existing facilities, and other items as noted.
The Work includes partial demolition to facilitate remodeling and the patching and
refinishing of all disturbed elements.
CONTRACTORS USE OF PREMISES
Contractor shall take all precautions necessary to protect all existing trees, shrubbery,
sidewalks, buildings, vehicles, utilities, etc., in the area where the work is being done or
that may be located adjacent to or in -route across park property to the job site. The
Contractor shall rebuild, restore, and make good at his own expense, all injury and damage
to same which may result from work being carried out under this contract.
The Contractor shall not park or drive any vehicles or equipment beneath the drip line of
on -site trees and shrubs. Contractor and employees shall not park on unsurfaced park
property and shall not drive vehicles across park land unless it is directly necessary to
deliver materials to the job site. Pre -mix concrete trucks delivering concrete to the site
shall not dump slag or wash down their vehicles on park property or adjacent private
property. Contractor shall be responsible for notifying concrete truck drivers of this
policy.
The Contractor shall take all necessary precautions to assure the safety of the park visitors
during the construction and clean-up operations. The Contractor shall maintain and keep
in good repair the work intended under these Plans and Specifications and shall perform
all necessary repair, construction, and renewal to the date of acceptance by Owner.
Any utility and irrigation lines shown on plans are for design and construction
information only. The depth of utility lines are not guaranteed. All underground
lines are referenced from known surface structures. It is not implied that all
existing public utility lines are shown on plan. Park utilities include irrigation
systems, and park lighting, all others are public utilities. The Contractor's attention
is directed to the fact that other underground utility lines may exist that the Owner
is not aware of. The owner does not assume any responsibility for any public
utilities which are not shown on plans. It is the Contractor's obligation to locate
and familiarize himself with all utilities and to provide for their safety. Damage to
utilities will be repaired at Contractor's Expense: Park development staff will
assist in the design and relocation of utility lines.
Contractor shall be responsible for protection of unfinished work and shall be responsible
for the safety of park users utilizing the unfinished equipment. Contractor shall, at his
own expense, furnish and erect such barricades, fences, lights, and danger signals, and
shall take such other precautionary measures for the protection of persons, property and
the work as may be necessary.
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The contractor shall be responsible for all damage to work due to the failure of barricades,
r" signs, and lights to protect it, and when damage is incurred, the damaged portion shall be
immediately removed and replaced by the contractor at his own expense. The contractor's
responsibility for maintenance of barricades, signs, and lights shall not cease until the date
r, of issuance to contractor of City's certificate of acceptance of the project.
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1 Contractor shall be responsible for removal, hauling, and disposal of all construction
debris and unusable material from proposed construction areas and designated sites as
shown on plans and in specifications. Owner shall retain the right to any existing materials
deemed to have value.
Contractor is responsible for inspection of site, to verify all existing conditions.
Contractor shall be responsible to fully and properly complete all work as described in the
specifications and shown on plans.
To furnish and supply all supervision, equipment, and labor necessary to perform grading,
back ill, compaction, and stock piling of material as specified herein and on the plans.
Product Delivery, Storage, and Handling
Protect all materials from inclement weather: wet, damp, extreme heat, or cold,theft,
damage, or vandalism.
All manufacturer's labels, installation instructions, and shop drawings shall be in included
for each item ordered.
Equipment Check: The Contractor shall, one week after installation of equipment, check that all
parts are secure and are in good working condition.
Clean-up:
Demolition debris shall be removed from the site prior to comencement of construction
work
Within three days after completion of site, the contractor shall clean, remove rubbish and
temporary structures from the site, restore in an acceptable manner all property, to It's
original integrety both public and private, which has been damaged during the prosecution
of work, and leave the site of the work in a neat and presentable condition throughout.
The cost of the "cleanup" shall be included as a part of the cost of the various items of
work involved, and no direct compensation will be made for this work. This work she be
done before final acceptance by the owner will be considered.
Contractor shall clean up and haul off all construction debris, including excavated rock
material. Area shall be graded back into existing grade smoothly.
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All spare parts or other pieces of equipment shall be turned over to the Owner following
completion of the project.
Warranty:
Contractor shall guarantee all labor, workmanship, and materials supplied by contractor
for a period of one (1) year from date of acceptance.
Repairs made necessary due to faulty workmanship shall be made promptly by Contractor
at Contractor's expense.
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FSECTION 02 - CUTTING AND PATCHING
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions
and other Division -I Specification sections, apply to work of this section.
SUMMARY
This Section specifies administrative and procedural requirements for cutting and patching.
Refer to other Sections for specific requirements and limitations applicable to cutting and patching
individual parts of the Work..
Demolition of selected portions of the structure for alterations is included in Section "Selective
Demolition".
SUBMITTALS
Cutting and Patching Proposal: Where approval of procedures for cutting and patching is required
before proceeding, submit a proposal describing procedures well in advance of the time cutting
and patching will be performed and request approval to proceed. Include the following
information, as applicable, in the proposal:
Describe the extent of cutting and patching required and how it is to be performed;
indicate why it cannot be avoided.
Describe anticipated results in terms of changes to existing construction; include changes
ff to structural elements and operating components as well as changes in the structure's
appearance and other significant visual elements.
List products to be used and firms or entities that will perform Work.
Indicate dates when cutting and patching is to be performed.
List utilities that will be disturbed or affected, including those that will be relocated and
those that will be temporarily out -of -service. Indicate how long service will be disrupted.
Where cutting and patching involves addition of reinforcement to structural elements,
submit details and engineering calculations from a licensed professional engineer to show
how reinforcement is integrated with the original structure.
Approval by the Owner to proceed with cutting and patching, does not waive the Owner's
right to later require complete removal and replacement of a part of the Work found to be
unsatisfactory.
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QUALITY ASSURANCE
Requirements for Structural Work: Do not cut and patch structural work in a manner that would
result in a reduction of load -carrying capacity or of load -deflection ratio.
Before cutting and patching the following categories of work, obtain the Owner's approval to
proceed with cutting and patching as described in the procedural proposal for cutting and
patching.
Structural steel. --
Lintels.
Timber and primary wood framing.
Structural decking. —
Miscellaneous structural metals.
Operational and Safety Limitations: Do not cut and patch operational elements or safety related
components in a manner that would result in reduction of their capacity to perform in the manner
intended, including energy performance, or that would result in increased maintenance, or
decreased operational life or decreased safety.
Obtain approval of the cutting and patching proposal before cutting and patching the
following operating elements or safety related systems:
Water, moisture, or vapor barriers.
Membranes and f lashings.
Electrical wiring systems.
Visual Requirements: Do not cut and patch work exposed on the structure's exterior or interior
spaces in a manner that would, in the Owner's opinion, reduce the structure's aesthetic qualities,
or result in visual evidence of cutting and patching. Remove and replace work judged by the
Owner to be cut and patched in a visually unsatisfactory manner.
Retain qualified experienced installer or fabricator to cut and patch the following categories of --
exposed Work, or if it is not possible to engage the original installer or fabricator, engage another
recognized experienced and specialized firm:
Processed concrete finishes.
Masonry
Roofing
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MATERIALS
Use materials for cutting and patching that are identical to existing materials. If identical materials
are not available, or cannot be used, use materials that match existing adjacent surfaces to the
fullest extent possible with regard to visual effect. Use materials that will result in equal -or -better
performance characteristics than that of existing materials.
PM INSPECTION
Before cutting, examine the surfaces to be cut and patched and the conditions under which the
work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take
corrective action before proceeding with the work.
PREPARATION
Temporary Support: To prevent failure, provide temporary support of work to be cut.
Protection: Protect other work during cutting and patching to prevent damage. Provide
protection from adverse weather conditions for that part of the project that may be exposed
during cutting and patching operations.
Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.
Take all precautions necessary to avoid cutting existing pipe, conduit, or duct serving the
structure but scheduled to be relocated, until provisions have been made to bypass them.
PERFORMANCE
General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and
patching at the earliest feasible time and complete without delay.
Cutting: Cut the work using methods that are least likely to damage work to be retained or
adjoining work. Where possible, review proposed procedures with the original installer; comply
with original installer's recommendations.
In general where cutting is required, use hand or small power tools designed for sawing or
^, grinding, not hammering and chopping. Cut through concrete and masonry using a
cutting machine such as a carborundum saw or core drill to insure a neat hole. Cut holes
and slots neatly to size required with minimum disturbance of adjacent work. To avoid
marring existing finished surfaces, cut or drill from the exposed or finished side into
concealed surfaces. Temporarily cover openings when not in use.
Roof deck is to be neatly sawed where any penetration occurs, and areas of repair.
Comply with requirements of applicable sections of Division 2 where cutting and patching
requires excavating and backfilling.
By-pass utility services such as pipe and conduit before cutting, where such utility services
are shown or required to be removed, relocated or abandoned. Cut-off conduit and pipe
in walls or partitions to be removed. After by-pass and cutting, cap, valve or plug and seal
tight remaining portion of pipe and conduit to prevent entrance of moisture or other
foreign matter.
Patching: Patch with seams which are durable and as invisible as possible. Comply with specified
tolerances for the work.
Where feasible, inspect and test patched structural areas to demonstrate integrity of work.
Restore exposed finishes of patched areas, and where necessary extend finish restoration into
retained adjoining work in a manner which will eliminate evidence of patching and refinishing.
Patch and repair floor and wall surfaces to provide an even surface of uniform color and
appearance. If necessary to achieve uniform color and appearance.
CLEANING
Thoroughly clean areas and spaces where work is performed or, used asaccess to work. Remove
completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit
and similar features before painting or other finishing is applied. Restore damaged pipe covering
to its original condition.
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SECTION 3 - REFERENCE STANDARDS AND DEFINITIONS
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions
and other Division-1 Specification sections, apply to work of this section.
DEFINITIONS
General: Definitions contained in this Article are not necessarily complete, but are general to the
extent that they are not defined more explicitly elsewhere in the Contract Documents.
Indicated: The term indicated refers to graphic representations, notes or schedules on the
Drawings, or other Paragraphs or Schedules in Specifications, and similar requirements in
Contract Documents. Where terms such as "shown", "noted", "scheduled", and "specified" are
used, it is to help locate the reference; no limitation of location is intended except as specifically
noted.
Directed: Terms such as "directed", `I-equested", "authorized", `selected", "approved",
"required", and "permitted" mean "directed by the Owner", "requested by the Owner", and similar
phrases. However, no implied meaning shall be interpreted to extend the Owner's responsibility
into the Contractor's area of construction supervision.
Approved: The term "approved", where used in conjunction with the Owner's action on the
Contractor's submittals, applications, and requests, is limited to the responsibilities and duties of
the Owner stated in the Conditions of the Contract. Such approval shall not release the
Contractor from responsibility to fulfill Contract Document requirements, unless otherwise
provided in the Contract Documents.
Regulation: The term "Regulations" includes laws, statutes, ordinances and lawful orders issued
by authorities having jurisdiction, as well as rules, conventions and agreements within the
construction industry that control performance of the Work, whether they are lawfully imposed by
authorities having jurisdiction or not.
Furnish: The term "furnish" is used to mean "supply and deliver to the Project site, ready for
unloading, unpacking, assembly, installation, and similar operations."
Install: The term "install" is used to describe operations at Project Site including the actual
"unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension,
finishing, curing, protecting, cleaning and similar operations."
Provide: The term "provide" means "to furnish and install, complete and ready for the intended
use.
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Installer: An "Installer" is the Contractor or another entity engaged by the Contractor, either as an
employee, subcontractor or contractor of lower tier, to perform a particular construction activity,
including installation, erection, application and similar operations. Installers are required to be
experienced in the operations they are engaged to perform.
Trades: Using terms such as carpentry does not imply that certain construction activities
must be performed by accredited or unionized individuals of a corresponding generic name,
such as carpenter. It also does not imply that requirements specified apply exclusively to
trade persons of the corresponding generic name.
Assigning Specialists: require that specific construction activities shall be performed by
specialists who are recognized experts in those operations. The specialists must be engaged
for those activities, and their assignments are requirements over which the Contractor has no
option. However, the ultimate responsibility for fulfilling Contract requirements remains with
the Contractor.
This requirement shall not be interpreted to conflict with enforcing building codes and
similar regulations governing the Work. It is also not intended to interfere with local trade
union jurisdictional settlements and similar conventions.
Project Site is the space available to the Contractor for -performing construction activities, either
exclusively or in conjunction with others performing other work part of the Project. The extent of
the Project Site is shown on Drawings, and may or may not be identical with the description of
the land upon which the Project is to be built.
Testing Agencies: A "testing agency" is an independent entity engaged to perform specific
inspections or tests, either at the Project Site or elsewhere, and to report on, and, if required, to
interpret, results of those inspections or tests.
SPECIFICATION FORMAT AND CONTENT EXPLANATION
Specification Format: These Specifications are organized into Divisions and Sections based on the
Construction Specifications Institute's 16-Division format and the MASTERFORMAT numbering
system.
Specification Content: regarding the style of language and the intended meaning of certain terms,
words, and phrases when used in particular situations or circumstances. These conventions are
explained as follows:
This Specification uses certain conventions
Abbreviated Language: Language used in Specifications and other Contract Documents is
abbreviated. Words and implied, but not stated, shall be interpolated as the sense requires.
Singular words will be interpreted as plural and plural words interpreted as singular were
applicable as the context of the Contract Documents indicates.
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Imperative and streamlined language is usddd generally in the Specifications. Requirements
r expressed in the imperative mood are to be performed by the Contractor. At certain
locations in the Text, subjective language is used for clarity to describe responsibilities that
must be fulfilled indirectly by the Contractor, or by others when so noted.
The words "shall be" are implied wherever a color (:) is used within a sentence or
phrase.
DRAWING SYMBOLS
Graphic symbols used on the Drawings are those recognized in the construction industry for
purposes indicated. Where not otherwise noted, symbols are defined by "Architectural Graphic
1^ Standards", published by John Wiley & Sons, Inc., seventh edition.
Mechanical/Electrical Drawings: Graphic symbols used on mechanical and electrical Drawings are
generally aligned with symbols recommended by ASHRAE. Where appropriate, they are
( supplemented by more specific symbols recommended by technical associations including ASME,
ASPE, IEEE and similar organizations. Refer instances of uncertainty to the Owner for
clarification before proceeding.
INDUSTRY STANDARDS
Applicability of Standards: Except where Contract Documents include more stringent
requirements, applicable construction industry standards have the same force and effect as if
bound or copied directly into Contract Documents. Such standards are made a part of the
Contract Documents by reference. Individual Sections indicate which codes and standards the
Contractor must keep available at the Project Site for reference.
Publication Dates: Where compliance with an industry standard is required, comply with the
standard in effect as of date of Contract Documents.
Updated Standards: At the request of the Owner, Contractor or authority having
jurisdiction, submit a Change Order proposal where an applicable code or standard has
been revised and reissued after the date of the Contract Documents and before performance
of Work affected. The Owner will decide whether to issue a Change Order to proceed
with the updated standard.
Conflicting Requirements: Where compliance with two or more standards is specified, and they
establish different or conflicting requirements for minimum quantities or quality levels, the most
stringent requirement will be enforced, unless the Contract Documents indicate otherwise. Refer
requirements that are different, but apparently equal, and uncertainties as to which quality level is
more stringent to the Owner for a decision before proceeding.
Minimum Quantities or Quality Levels: In every instance the quantity or quality level
shown or specified shall be the minimum to be provided or performed. The actual
installation may comply exactly, within specified tolerances, with the minimum quantity or
quality specified, or it may exceed that minimum within reasonable limits. In complying
with these requirements, indicated numeric values are minimum or maximum values, as
noted, or appropriate for the context of the requirements. Refer instances of uncertainty
to the Owner for decision before proceeding. _
Copies of Standards:
Project is required to be familiar with industry standards applicable to that entity's construction
activity. Copies of applicable standards are not bound with the Contract Documents.
Where copies of standards are needed to perform a required construction activity, the
Contractor shall obtain copies directly from the publication source.
Although copies of standards needed for enforcement of requirements may be part of
required submittals, the Owner reserves the right to require the Contractor to submit
additional copies as necessary for enforcement of requirements.
Abbreviations and Names: Trade association names and titles of general standards are frequently
abbreviated. Where acronyms or abbreviations are used in the Specifications or other Contract
Documents they mean the recognized name of the trade association, standards generating
organization, authority having jurisdiction or other entity applicable to the context of the text
provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., _
available in most libraries.
Federal Government Agencies: Names and titles of federal government standard- or Specification- _
producing agencies are often abbreviated. Acronyms or abbreviations referenced in the Contract
Documents indicate names of standard or Specification -producing agencies of the federal
government.
SUBMITTALS
Permits, Licenses and Certificates: For the Owner's records, submit copies of permits, licenses,
certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee
payments, judgments, and similar documents, correspondence and records established in
conjunction with compliance with standards and regulations bearing upon performance of the
work.
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SECTION 4 - TEMPORARY FACELITIES
RELATED DOCUMENTS
r Drawings and general provisions of Contract, including General and Supplementary Conditions
and other Division 1 Specification sections, apply to work of this section.
L.
DESCRIPTION OF REQUIREMENTS
Definitions: Specific administrative and procedural minimum actions are specified in this section,
as extensions of provisions in General Conditions and other contract documents. These
requirements have been included for special purposes as indicated. Nothing in this section is
intended to limit types and amounts of temporary work required, and no omission from this
section will be recognized as an indication by Owner that such temporary activity is not required
for successful completion of the work and compliance with requirements of contract documents.
Provisions of this section are applicable to, but not by way of limitation, utility services,
construction facilities, support facilities, and security/protection provisions.
QUALITY ASSURANCE
General In addition to compliance with governing regulations and rules/recommendations of
franchised utility' companies, comply with specific requirements indicated and with applicable local
industry standards for construction work.
NFPA Code: Comply with NFPA Code 241 (Building Construction and Demolition Operations).
Conservation: In compliance with owner's policies on energy/materials conservation, install and
operate temporary facilities and perform demolition activities in a manner which will conserve
reasonably and avoid waste of energy and materials. Refer to Special Conditions section for
Shared Utilities.
JOB CONDITIONS
General: Initiate use of each existing facility at time first reasonably required for proper
performance of the work. Terminate use and remove existing facilities as new permanent facilities
are put into service.
Conditions of Use: Operate, maintain and protect existing facilities in a manner and at locations
which will be safe, non -hazardous, sanitary and protective of persons and property, and free of
deleterious effects.
F
TEMPORARY CONSTRUCTION FACILITIES
Potable Water: Utilize existing hose bibbs.
Sewer: Maintain existing sewers in non -clogged condition during construction period.
Temporary Power: Utilize existing receptacles and systems as coordinated with Owner.
Water Distribution: Utilize existing hose bibbs and hose of lengths sufficient to reach entire area
of work. Prevent freezing of water distribution by either prompt drainage after,each use or by
suitable protection.
Closures: Provide temporary closure walls where reasonably required to insure adequate
workmanship and protection from weather and protection for existing occupancy.
Lighting_ Provide sufficient temporary lighting to ensure proper workmanship everywhere, by
combined use of daylight. Provide general lighting with local switching which will enable, energy
conservation during periods of varying activity (work -in -progress traffic only, security check,
lock -up, etc.)
Provide. uniformly, spaced general lighting equivalent to not less than _one 200-watt
incandescent lamp per 100 sq. ft. of floor area, and one 100-watt lamp per landing for
each flight of stairs and per 50 feet of corridor as existing lighting is removed.
Access Provisions: Maintain temporary access elements as reasonably required to perform the
work and facilitate its inspection during demolition. Comply with reasonable requests of
governing authorities performing inspections.
SECURITY/PROTECTION PROVISIONS
The types of temporary security and protection provisions required include, but not by way of
limitation, fire protection, barricades, warning signals/lights, building lockup and similar
provisions intended to minimize property loss, personal injury and claims for damages at project
site.
Fire Extinguishers: Provide types, sizes, numbers and locations as would be reasonably effective
in extinguishing fires during construction, by personnel at project site. Post local fire department
call number on each telephone at the project site.
Building Enclosure and Lockup: Secure structure against unauthorized entrance at times when
personnel are not working. Provide secure temporary enclosures at ground, floor and other
locations of possible entry with locked entrances.
f--
SECTION 5 PRODUCTS AND SUBSTITUTIONS
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions
and other Division-1 Specification sections, apply to work of this section.
SUMMARY
This section specifies administrative and procedural requirements for handling requests for
substitutions made after award of the Contract.
The Contractor's Construction Schedule and the Schedule of Submittals are included under
Section "Submittals".
Standards: Refer to Section "Definitions and Standards" for applicability of industry standards
to products specified.
Definitions: Definitions used in this paragraph are not intended to negate the meaning of other
terms used in the contract documents, including such terms as, "specialties", systems", structure
"finishes", "accessories", "furnishings", "special construction", and similar terms. Such terms are
rself-explanatory and have recognized meanings in the construction industry.
6 "Products" are items purchased for incorporation in the Work, whether purchased for the
Project or taken from the Contractor's previously purchased stock. The term "product" as
r used herein includes the terms "material", "equipment", "system" and other terms of
similar intent.
"Named Products" are items identified by manufacturer's product name including make or
model designation, as recorded in current published product literature.
"Materials" are products that must be substantially cut, shaped, worked, mixed, finished,
refined or otherwise fabricated, processed, or installed to form units of work.
"Equipment" a product with operational parts, whether motorized or manually operated,
that requires service connections such as wiring or piping.
Substitutions: Requests for changes in products, materials, equipment and methods of
construction required by the Contract Documents proposed by the Contractor after the Contract
r is awarded are considered requests for "substitutions". The following are not considered
[ substitutions:
Revisions to the contract documents, where requested by the Owner, or Engineer are
considered as "changes", not substitutions.
Substitutions requested during the bidding period, which have been accepted prior to the
Contract Date, are included in the contract documents and are not subject to the
requirements for substitutions as herein specified.
Specified Contractor options on products and construction methods included in the
contract documents are choices available to the Contractor and are not subject to the
requirements for substitutions as herein specified.
The Contractor's determination of and compliance with governing regulations and orders
as issued by governing authorities.
Standards: Refer to Division-1 section "Definitions and Standards" for the applicability of industry
standards to the products specified for the project, and for the acronyms used in the text of the
specification sections.
QUALITY ASSURANCE
Source Limitations: To the fullest extent possible, provide products of the same generic kind,
from a single source, for each unit of work.
Compatibility of options: Compatibility of products is a basic requirement of product selection.
When the Contractor is given the option of selecting between two or more products for use on
the project, the product selected must be compatible with other products previously selected, even
if the. products previously selected were also Contractor options. The complete compatibility
between the various choices available to the Contractor is not assured by the various requirements
of the Contract documents, but must be provided by the Contractor.
SUBMITTALS
Substitution Request Submittal: Requests for substitution will be considered if received within 30
days after commencement of the Work. Requests received more than 30 days after
commencement of the Work may be considered or rejected at the discretion of the Owner
Submit three (3) copies of each request for substitution. In each request identify the
product or fabrication or installation method to be replaced by the substitution; include
related specification section and drawing numbers, and complete documentation showing
compliance with the requirements for substitutions. Include the following information, as
appropriate, with each request.
Provide complete product data, drawings and descriptions of products, .and fabrication and
installation procedures.
Provide samples where applicable or requested.
GENERAL PRODUCT COMPLIANCE
General: Requirements for individual products are indicated in the contract documents;
compliance with these requirements is in itself a contract requirement. These requirements may
be specified in any one of several different specifying methods, or in any combination of these
methods. These methods include the following:
r., Proprietary
Semi -proprietary
Descriptive
Performance
Compliance with Reference Standards
Compliance with codes, compliance with graphic details, allowances, visual selections and
similar provisions of the Contract Documents also have a bearing on the selection process.
Conditions: The Contractor's substitution request will be received and considered when
extensive revisions to the contract documents are not required, when the proposed changes are in
keeping with the general intent of the contract documents, when the requests are timely, fully
documented and properly submitted, and when one or more of the following conditions is
satisfied, all as judged by the Owner; otherwise the requests will be returned without action
except to record non-compliance with these requirements. The Owner will consider a request for
substitution when:
The request is directly related to an "or equal" clause or similar language in the contract
documents.
The specified product or method cannot be provided within the Contract Time. The
request will not be considered if the product or method cannot be provided as a result of
the Contractor's failure to pursue the work promptly or to coordinate activities properly.
The specified product or method cannot be provided within the Contract Time. The
request will not be considered if the product or method cannot be provided as a result of
failure to pursue the Work promptly or coordinate activities properly.
The specified product or method of construction cannot receive necessary approval by a
governing authority, and the requested substitution can be approved.
A substantial advantage is offered the Owner, in terms of cost, time, energy conservation
or other considerations of merit, after deducting offsetting responsibilities the Owner may
be required to bear. Additional responsibilities for the Owner may include additional
compensation to the Owner for redesign and evaluation services, increased cost of other
construction by the Owner or separate Contractors, and similar considerations.
71
F
Provide a detailed comparison of the significant qualities of the proposed substitution with
those of the work originally specified. Significant qualities include elements such as size,
weight, durability, performance and visual effect where applicable.
Provide complete coordination information. Include all changes required in other elements
of the work to accommodate the substitution, including work performed by the Owner
and separate Contractors.
Provide certification by the Contractor along with executed action stamp stating, after
thorough evaluation, that the proposed substitution will result in work that in every
significant respect is equal to or better than the work required by the Contract Documents.
Include in this certification the Contractor's waiver of rights to additional payment of time,
which may subsequently be necessary because of the failure of the substitution to perform
adequately.
Owner's Action: Within one week of receipt of the request for substitution, the Owner
will request additional information or documentation necessary for evaluation of the
request. Within two (2) weeks of receipt of the request, or one week of receipt of the
additional information or documentation, whichever is later, the Owner will notify the
Contractor of acceptance or rejection of the proposed substitution. If a decision on use of
a proposed substitute cannot be made or obtained within the time allocated, use the
product specified by name. Acceptance will be in the form of a Change order.
PRODUCT DELIVERY, STORAGE, AND HANDLING
Deliver, store, and handle products in accordance with manufacturer's recommendations, using
means and methods that will prevent damage, deterioration and loss, including theft. Control
delivery schedules to minimize long-term storage at the site and to prevent overcrowding of
construction spaces. In particular coordinate delivery and installation to ensure minimum holding
or storage times for items known or recognized to be flammable, hazardous, easily damaged, or
sensitive to deterioration, theft and other sources of loss.
Deliver products to the site in the manufacturer's sealed container or other packaging
system, complete with labels and instructions for handling, storing, unpacking, protecting
and installing.
Store products at the site in a manner that will facilitate
inspection and measurement of quantity or counting of units.
Store heavy materials away from the project structure in a manner
that will not endanger the supporting construction.
7
The specified product or method of construction cannot be provided in a manner that is
compatible with other materials, and where the Contractor certifies that the substitution
will overcome the incompatibility.
r The specified product or method of construction cannot be coordinated with other
materials, and where the Contractor certifies that the proposed substitution can be
coordinated.
The specified product or method of construction cannot provide a warranty required by
the Contract Documents and where the Contractor certifies that the proposed substitution
provides the required warranty.
The Contractor's submittal of and the Owner's acceptance of shop drawings, product data or
samples which relate to work not complying with requirements of the contract documents, does
not constitute an acceptable or valid request for a substitution, nor approval thereof.
GENERAL PRODUCT REQUIREMENTS
Provide products that comply with the requirements of the contract documents and that are
undamaged and, unless otherwise indicated, unused at the time of installation. Provide products
that are complete with all accessories, trim, finish, safety guards and other devices and details
needed for a complete installation and for the intended use and effect.
Standard Products: Where they are available, provide standard products of types that have been
produced and used successfully in similar situations on other projects.
Nameplates: Except for required labels and operating data, do not permanently attach or imprint
manufacturer's or producer's nameplates or trademarks on exposed surfaces of products which
will be exposed to view either in occupied spaces or on the exterior of the completed project.
Labels: Locate required product labels and stamps on a concealed surface or, where required for
observation after installation, on an accessible surface which, in occupied spaces, is not
conspicuous.
Equipment Nameplates: Provide a permanent nameplate on each item of service -connected or
power -operated equipment. Locate the nameplate on an easily accessible surface which is
inconspicuous in occupied spaces. The nameplate shall contain the following information and
other essential operating data.
Name of manufacturer
E _ Name of product
Model and Serial number
Capacity
i Speed
Ratings
4 ,
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1
INSTALLATION OF PRODUCTS
Comply with the manufacturer's instructions and recommendations for installation of the products
in the applications indicated. Anchor each product securely in place, accurately located and
aligned with other work. Clean exposed surfaces and protect surfaces as necessary to ensure
freedom from damage and deterioration at time of acceptance.
F
rSECTION 6 - PROJECT CLOSEOUT
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions
and other Division-1 Specification Sections, apply to work of this Section.
SUMMARY
This Section specifies administrative and procedural requirements for
project close-out, including but not limited to:
Inspection procedures.
Warranties and submittals.
Final cleaning.
Close-out requirements for specific construction activities are included in the appropriate
Sections in Division-6.
SUBSTANTIAL COMPLETION
Preliminary Procedures: Before requesting inspection for Certification of Substantial Completion,
complete the following. List exceptions in the request:
In the Application for Payment that coincides with or first follows the date Substantial
Completion is claimed, show 100 percent completion for the portion of the work. claimed
as substantially complete. Include supporting documentation for completion as indicated
in these Contract Documents.
If 100 percent completion cannot be shown, include a list of incomplete items, the value of
incomplete construction, and reasons the Work is not complete.
Advise Owner of pending insurance change -over requirements.
Submit specific warranties, workmanship bonds, maintenance agreements, final
certifications and similar documents.
Obtain and submit releases enabling the Owner unrestricted use of the Work and access to
services and utilities; include occupancy permits, operating certificates and similar
releases.
Complete start-up testing/balancing of systems, service all existing mechanical systems and
instruction of the owner's operating and maintenance personnel. Discontinue or change
over and remove temporary facilities from the site, along with construction tools, mock-
ups, and similar elements.
Complete final clean up requirements, including touch-up painting. Touch-up and
otherwise repair and restore marred exposed finishes.
Inspection Procedures: On receipt of a request for inspection.of each listed Project, the Owner
will either proceed with inspection or advise the Contractor of unfulfilled requirements. The
Owner will prepare the Certificate of Substantial Completion at the completion of the final phases
following inspection, or advise the Contractor construction that must be completed or corrected -
before the certificate will be issued.
The Owner will repeat inspection when requested and assured that the Work has been
substantially completed.
Results of the completed inspection will form the basis of requirements for final
acceptance. -�
FINAL ACCEPTANCE
Preliminary Procedures: Before requesting final inspection for certification of final acceptance and
final payment, complete the following. List known exceptions in the request.
Submit final payment request with final releases and supporting documentation not
previously submitted and accepted. Include certificates of insurance for products and
completed operations where required.
Submit waiver of liens.
Submit an updated final statement, accounting for final additional changes to the Contract
Sum.
Submit a certified copy of the Owner's final inspection list of items to be completed or
corrected, stating that each item has been completed or otherwise resolved for acceptance,
and the list has been endorsed and dated by the Owner.
Submit consent of surety to final payment.
Re -inspection Procedure: The Owner will re -inspect the Work upon receipt of notice that the
Work, including inspection list items from earlier inspections, has been completed, except items —'
whose completion has been delayed because of circumstances acceptable to the Owner.
Upon completion of re -inspection, Owner will either prepare certificate of final acceptance, or
advise the Contractor of Work that is incomplete or of obligations that have not been fulfilled but
are required for final acceptance.
If necessary, re -inspection will be repeated
F
PART 3 - EXECUTION WARRANTIES
This Article specifies general administrative and procedural requirements for warranties and bonds
required by the Contract Documents, including manufacturers' standard warranties on products
and special warranties.
Refer to the General Conditions for terms of the Contractor's special warranty of
workmanship and materials.
Specific requirements for warranties for the Work and products and installations that are
specified to be warranted are included in the individual Sections.
Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do
not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it
relieve suppliers, manufacturers, and subcontractors required to countersign special warranties
with the Contractor.
Related Damages and Losses: When correcting warranted Work that has failed, remove and
replace other Work that has been damaged as a result of such failure or that must be removed and
replaced to provide access for correction of warranted Work. After warranty Work is completed,
reinstate warranty equal to the original with equitable adjustment for depreciation.
Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or
rebuild the Work to an acceptable condition complying with requirements of Contract
Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work
regardless of whether the Owner has benefited from use of the Work through a portion of its
anticipated useful service life.
Rejection of Warranties: The Owner reserves the right to reject warranties and to limit
selections to products with warranties not in conflict with requirements of the Contract
Documents.
The Owner reserves the right to refuse to accept Work for the Project where a special warranty,
certification, or similar commitment is required on such Work or part of the Work, until evidence
is presented that entities required to countersign such commitments are willing to do so.
Submit written warranties to the Owner prior to the date certified for Substantial Completion.
When a designated portion of the Work is completed and occupied or used by the Owner
by separate agreement with the Contractor during the construction period, submit properly
r executed warranties to the Owner within 15 days of completion of that designated portion
of the Work.
When a special warranty is required to be executed by the Contractor, or the Contractor and a
subcontractor, supplier or manufacturer, prepare a written document that contains appropriate
terms and identification, ready for execution by the required parties. Submit a draft to the Owner
for approval prior to final execution:
Form of Submittal: At Final Completion compile two copies of each required and previously
reviewed warranty and bond properly executed by the Contractor, or by the Contractor,
subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly
sequence based on the table of contents of the Project Manual.
Warranties may include, but are not limited to, the Contractor's General Warranty.
FINAL CLEANING
General cleaning during construction is required by the General Conditions and included in
Section "Temporary Facilities".
Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each
surface or unit to the condition expected in a normal, commercial building cleaning and
maintenance program. Comply with manufacturer's instructions.
Complete the following cleaning operations before requesting inspection for certification of
Substantial Completion.
Remove labels that are not permanent labels.
Remove glazing compound and other substances that are noticeable on materials. Replace
chipped, broken, or damaged materials.
Clean exposed exterior and interior hard -surfaced finishes to a dust -free condition, free of
stains, films and similar foreign substances. Restore reflective surfaces to their original
reflective condition. Leave concrete floors clean with final seal coat. Vacuum carpeted
surfaces.
Clean the site, including landscape development areas, of rubbish, litter and other foreign
substances. Sweep paved areas broom clean; remove stains, spills and other foreign
deposits. Rake grounds that are neither paved nor planted, to a smooth even -textured
surface.
Removal of Protection: Remove temporary protection and facilities installed for protection of the
Work during construction.
Compliance: Comply with regulations of authorities having jurisdiction and safety standards for
cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's
property. Do not discharge volatile, harmful or dangerous materials into drainage systems.
Remove waste materials form the site and dispose of in a lawful manner. Where extra materials of
value remaining after completion of associated Work have become the Owner's property, arrange
for disposition of these materials as directed,
DIVISION 2 - SITEWORK
SELECTIVE DEMOLITION •
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
Extent of selective demolition work is indicated on drawings.
Types of Selective Demolition Work: Demolition requires the selective removal and subsequent
offsite disposal of the following:
Portions of structure indicated on drawings and as required for removal and salvaging of
selected materials to accommodate new construction.
Removal of interior restroom partition as indicated on drawings.
Removal of doors and frames as indicated on plan.
Salvage existing park benches as indicated - deliver to owner. -
Removal of existing walk and ramp where indicated.
Removal of existing built-up roofing system.
Removal of existing floor sections where indicated.
Removal of existing plumbing and toilet fixtures, and other items as indicated.
Related work specified elsewhere:
Remodeling construction work and patching is included within the respective sections of
specifications, including removal of materials for re -use and incorporated into remodeling
or new construction.
Relocation of pipes, conduits, and other materials are specified by respective trades.
SUBMITTALS
Schedule: Submit schedule indicating proposed methods and sequence of operations for selective
demolition work to Owner's Representative for review prior to commencement of work. Include
coordination for shut-off, capping, and continuation of utility services as required, together with
details for dust and noise control protection.
Provide detailed sequencing and coordination of demolition and removal work to ensure
uninterrupted progress of owner's on -site operations.
Coordinate with Owner the continuing occupation of portions of existing structure after
substantial completion of each phase.
JOB CONDITIONS
OccupancyL Owner will be continuously occupying areas of the structure immediately adjacent to
areas of selective demolition. Conduct selective demolition work in manner that will minimize
need for disruption of owner's normal operations. Provide minimum of 72-hours advance notice
to Owner of demolition activities which will severely impact Owner's normal operations.
Condition of Structures: Owner assumes no responsibility for actual condition of items or
structures to be demolished.
Partial Demolition and Removal: Items indicated to be removed but of salvable value to
Contractor may be removed from structure as work progresses. Transport salvaged items from
site as they are removed.
Storage or sale of removed items on site will not be permitted.
Protections: Provide temporary barricades and other forms of protection as required to protect
Owner's personnel, guests, and general public from injury due to selective demolition work.
Provide protective measures as required to provide free and safe passage of owner's
personnel and general public to and from occupied portions of structure.
Provide interior and exterior shoring, bracing, `or support to prevent movement,
settlement, or collapse of structure or element to be demolished, and adjacent facilities or --
work to remain.
Protect from damage existing finish work that is to remain in place and becomes exposed
during demolition operations.
Protect existing floors finishes with suitable coverings when necessary.
r
Provide temporary weather protection during interval between demolition and removal of
existing construction on exterior surfaces, and installation of new construction to insure
i that no water leakage or damage occur to structure or interior area of existing structure.
Remove protections at completion of work.
Damages: Promptly repair damages caused to adjacent facilities by demolition work at no cost to
Owner.
Traffic: Conduct selective demolition operations and debris removal in a manner to ensure
minimum interference with Owners activities, streets, walks, and other adjacent occupied or used
facilities.
Do not close, block or otherwise obstruct streets, walks or other occupied or used
facilities without written permission from authorities having jurisdiction. Provide alternate
routes around closed or obstructed traffic ways if required by governing regulations.
Explosives: Use of explosives will not be permitted.
Utility Services: Maintain existing utilities indicated to remain, keep in service, and protect against
damage during demolition operations.
Do not interrupt existing utilities serving occupied or used facilities, except when
authorized by the Owner. Provide temporary services during interruptions to existing
utilities.
Environmental Controls: Use water sprinkling, temporary enclosures, and other suitable methods
to limit dust and dirt rising and scattering in air to lowest practical level. Comply with governing
regulations pertaining to environmental protection.
Do not use water when it may create hazardous or objectionable conditions such as ice, flooding,
and pollution.
INSPECTION
Prior to commencement of selective demolition work, inspect areas in which work will be
performed. Note existing conditions to structure surfaces, equipment or to surrounding
properties which could be misconstrued as damage resulting from selective demolition work.
r
DEMOLITION I
Perform selective demolition work in a systematic manner. Use such methods as required to
complete work indicated on Drawings in accordance with demolition schedule and sequencing.
Demolish concrete and masonry in small sections. Cut concrete and masonry at junctures
with construction to remain using power -driven masonry saw or hand tools; do not use
power -driven impact tools.
Locate demolition equipment throughout structure and promptly remove debris to avoid
imposing excessive loads on supporting walls, floors or framing.
Provide services for effective air and water pollution controls.
For interior slabs on grade, use removal methods that will not crack or structurally disturb
adjacent slabs or partitions. Use power saw where possible.
Completely fill below -grade areas and voids resulting from demolition work. Provide fill
consisting of approved earth, gravel or sand, free of trash and debris, stones over 6"
diameter, roots or other organic matter. r
If unanticipated mechanical, electrical or structural elements which conflict with intended function
or design are encountered, investigate and measure both nature and extent of the conflict. Submit
report to Owner's Representative in written, accurate detail. Pending receipt of directive from
Owner's Representative, rearrange selective demolition schedule as necessary to continue overall
job progress without delay.
SALVAGE MATERIALS
Salvage Items: Where indicated on Drawings as "Salvage -Deliver to Owner", carefully remove
indicated items, clean, store and turn over to Owner,
DISPOSAL OF DEMOLISHED MATERIALS
Remove debris, rubbish and other materials resulting from demolition operations from structure
site. Transport and legally dispose of materials off site.
If hazardous materials are encountered during demolition operations, comply with
applicable regulations, laws, and ordinances concerning removal, handling and protection
against exposure or environmental pollution. �.
Burning of removed materials is not permitted on project site.
CLEAN-UP AND REPAIR
Upon completion of demolition work, remove tools, equipment and demolished materials from
site. Remove protections and leave interior areas broom clean.
Repair demolition performed in excess of that required structures and surfaces to remain to
condition existing prior to commencement of selective demolition work. Repair adjacent
construction or surfaces soiled or damaged by selective demolition work.
f'
FDIVISION 3 - CAST -IN -PLACE CONCRETE
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division 1 Specification sections, apply to work of this section.
SUMMARY
C`
This Section specifies cast -in place concrete, including form work, reinforcing, mix design,
placement procedures, and finishes.
Cast -in -place concrete includes the following:
Curb and gutters.
Slabs on grade.
Ramps.
Walks.
r- SUBMITTALS
t
General: Submit the following in accordance with Conditions of Contract and Division 1
Specification Sections.
SUBGRADE PREPARATION
Subgrade preparation to include removal, hauling, and disposal of all excavation of sub -soil, concrete,
construction debris, unusable material, and any other obstructions shown on plans or as designated by
Owner.
SITE PREPARATION
Contractor is responsible for layout of work based on plan dimensions, excavation, grading, _
leveling, and compaction of subgrade and fill material.
Owner will approve initial elevation of slabs for structures and contractor shall be responsible
for all sidewalk grades.
Contractor shall verify work to Owner after subgrade preparation is completed prior to actual
�► construction.
i
Codes and Standards:
Comply with the provisions of the following codes, specifications and standards, except where
more stringent requirements are shown or specified.
ACI 347 "Recommended Practice for Concrete Form Work." ACI 304 Recommended
Practice for Measuring, Mixing, Transporting and Placing Concrete." Concrete Reinforcing
Steel Institute, "Manual of Standard Practice."
All handicap accessibility and ramps shall comply with current ADA guidelines and
recommendations.
Workmanship:
The Contractor is responsible for correction of concrete work which does not conform to the
specified requirements, including strength, tolerances and finishes. Correct deficient concrete
as directed by the Owner.
Contractor to have a minimum of 3 years experience in forming and pouring concrete of a
similar nature and scope.
Concrete shall meet minimum strength specified on details.
Contractor shall, at Owner's request, submit proof or test data of concrete to be used.
Contractor shall be responsible for type of concrete delivered by ready mix plant. _
PRODUCTS
Form Material: Forms for Concrete: Unless otherwise shown or specified, construct all Form work
for concrete surfaces with plywood, metal, metal -framed, plywood -faced, or other acceptable panel -
type materials, to provide continuous, straight, smooth, surfaces. Finish in largest practicable sizes to —
minimize number of joints, and to conform to joint system shown on drawings. Provide form material
with sufficient thickness to withstand pressure of newly -placed concrete without bow or deflection.
Forms used for this class of concrete shall be new or "good -as -new."
Use Plywood complying with U.S. Product Standard PS-1 "b-B (Concrete Form) Plywood"
Class 1, Exterior Grade or better, mill -oiled and edge -sealed, with each piece bearing legible
trademark of an approved inspection agency, unless otherwise acceptable to Owner.
Concrete Materials:
Portland Cement: ANSI/ASTM C 150, Type H, with fibermesh, unless otherwise acceptable
to Owner.
Use only one brand of cement throughout the project, unless otherwise acceptable to Owner.
qI,z i
17
Reinforcing Materials: 100% virgin polypropylene, fibrillated fibers containing no reprocessed
olefin materials. Fibrous concrete reinforcement shall be as mfg. by Fibermesh, division of
Synthetic Industries, 4019 Industry Blvd., Chattanooga, TN. 37416.
Aggregates:
Clean, sharp, natural sand free from loam, clay, lumps or other deleterious substances.
Dune sand, bank -run sand, and manufactured sand are not acceptable.
Coarse Aggregate: ANSI/ASTM C33. Clean, uncoated, processed aggregate containing no clay,
mud, loam, or foreign matter as follows:
Crushed stone, processed form natural rock or stone.
Washed gravel, either natural or crushed. Use of pit or bank- run gravel is not permitted.
Provide aggregate from a single source for all exposed concrete.
Maximum Aggregate Size: Not larger than one -fifth of the narrowest dimension between sides of
forms, one-third of the depth of slabs, nor three -fourths of the minimum clear spacing between
individual reinforcing bars or bundles of bars.
These limitations may be waived, if in the judgment of the Owner, workability and methods of
consolidation are such that concrete can be placed without honeycomb or voids.
Water: Clean, fresh, drinkable.
Air -Entraining Admixture: ANSI/ASTM C 260.
Water -Reducing Admixture: ANSI/ASTM C 490, Type A, containing not more than 1% chloride
ions.
Set -Control Admixtures: ASST. C 494, as follows:
Type B, Retarding.
Type C, Accelerating.
Type D, Water -reducing and Retarding.
Type E, Water -reducing and Accelerating.
i
Calcium chloride will not be permitted in concrete, unless otherwise authorized in writing by
Owner.
r
RELATED MATERIALS:
Expansion Joints: Redwood 1" x 4" select heart grade lumber as specified on detail. Joints of 12' or
less shall be one continuous piece installed as shown on detail.
Preformed Expansion Joint Fillers: Pre -molded fiber fill expansion joint filler 1/2" wide and shall
extend the full depth of the concrete as specified on detail. The top of the filler shall have a 1/8"
radius; the top of 1/2" of the joint shall be filled with Urethane Sealant colored to match surrounding
finish color. Joints of 12' or less shall be one continuous piece installed as shown on detail.
Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. pr. sq. yd., --
complying with AASHO M 182, Class 3.
Moisture -Retaining Cover: One of the following, complying with ASTM C 171.
Waterproof paper
Polyethylene film
Polyethylene -coated burlap
Proportioning and Design of Mixers: Exterior concrete shall contain six (6) sacks (564 lb.) of cement
per cubic yard of concrete, 6% plus or minus 1% of entrained air, coarse aggregate 1" or smaller and
shall be poured with a slump of 5" plus or minus 1" unless noted otherwise.
Admixtures: Use air -entraining admixture in exterior exposed concrete, unless otherwise indicated.
Add air -entraining admixture at the manufacture's prescribed rate to result in concrete at the point of
placement having air content within the following limits:
Concrete structures and slabs exposed to freezing and thawing or subjected to hydraulic
pressure:
6% for maximum 1" aggregate.
6% for maximum 3/4" aggregate.
Use admixtures for water -reducing and set -control in strict compliance with the --
manufacturer's directions.
Use amounts of admixtures as recommended by the manufacturer for climactic conditions -
prevailing at the time of placing. Adjust quantities and types of admixtures as required to
maintain quality control.
7JJ
Slump Limits: Proportion and design mixes to result in concrete slump at the point of placement as
follows:
Ramps and Sloping Surfaces: Not more than 3".
All Other Concrete: Not less than 1" and not more than 4".
r.. Concrete Mixing:
Ready -Mix Concrete: Comply with the requirements of ANSI/ASST. C 94, and as herein
r- specified.
9
Delete the references for allowing additional water to be added to the batch for material with
T insufficient slump. Addition of water to the batch will not be permitted.
During hot weather, or under conditions contributing to rapid setting of concrete, a shorter
mixing time than specified in ANSI/ASTM C 94 may be required.
When the air temperature is between 85 degrees F. and 90 degrees F. , the mixing and
delivery time from 1-1/2 hours to 75 minutes, and when the air temperature is above 90
4 degrees F. , reduce the mixing and delivery time to 60 minutes.
EXECUTION
Forms:
Plan out the layout of formwork to allow for access to the inside of the playground for the
concrete truck to reduce the impact on the site. The section will be formed and poured when
the rest of the pour is finished.
Design, erect, support, brace, and maintain formwork to support vertical and lateral loads that
might be applied until such loads can be supported by the concrete structure. Construct form
work so concrete members and structures are of correct size, shape, alignment, elevation and
position.
Design form work to be readily removable without impact, shock, or damage to cast -in -place
concrete surface and adjacent materials.
Forms shall not leak cement paste.
i Fabricate forms for easy removal without hammering or prying against the concrete surfaces.
Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces.
Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom
k forms only. keep wood inserts for forming key ways, reglets, recesses and the like, to prevent
swelling and for easy removal.
I
Provide temporary openings where interior area of formwork is inaccessible for clean -out, for
inspection before concrete placement, and for placement of concrete. Securely brace
temporary openings and set tightly to form to prevent loss of concrete mortar. Locate
temporary openings on forms at inconspicuous location.
Chamfer exposed corners and edges as shown, using wood, PVC or rubber chamfer strips
fabricated to produce uniform smooth lines and tight edge joints.
Form Ties:
Factory -fabricated, adjustable -length, removable, or snap off metal form ties, designed to
prevent form deflection, and to prevent spalling concrete surfaces upon removal.
Unless otherwise shown, provide ties to portion remaining concrete after removal is at least
1 1/2" inside concrete. Unless otherwise shown, provide form ties which will not leave
holes larger than 1" diameter in concrete surface.
Cleaning and Tightening:
Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood,
sawdust, dirt or other debris just before concrete is placed.
Re -tighten forms after concrete placement if required to eliminate mortar leaks.
JOINTS: GENERAL
Construction Joints: Locate and install construction joints so as not to the strength and appearance of
the structure, as acceptable to the Owner.
Provide key ways at least 1 1/2" deep in all construction joints in slabs and between walls and
footings; acceptable bulkheads designed for this purpose may be used for slabs.
Place construction joints perpendicular to the main reinforcement. Continue all reinforcement
across construction joints.
Control Joints in Slabs -on -Ground: Construct control joints in slabs -on -ground to form panels or
patterns as shown or directed. Use screed type joints equal to those manufactured by Superior
Concrete Accessories, Inc. Screed Key joints are of 24 guage galvanized steel with 1 1/8" dowel
knockouts at 6" on centers. Install with a minimum of five special 16 guage by 1" stakes per ten `
feet of length of material. If saw cut control joints are used, they shall be made with a power saw
fitted with an abrasive or diamond blade. Saw cuts must be one-fourth the slab thickness. _
Sawing shall begin as soon as the concrete surface is firm enough so that it will not be torn or
damaged by the blade. This will be within 4 to 12 hours after the concrete hardens.
iF
Isolation Joints in Slabs -on -Ground: Construct isolation joints -in slabs ground at all points of contact
between slabs on ground and vertical surfaces, such as column pedestals, foundation walls, grade
beams and elsewhere as indicated.
Expansion Joints: Provide Pre -molded joint filler of other specified material for expansion joints
abutting concrete curbs, catch basins, manholes, inlets, structures, walks, and other fixed objects.
Expansion joints shall be at 20' o.c., unless otherwise shown.
Extend joint fillers full -width and depth of joint, and not less than 1/2" or more than 1" below
finished surface. Furnish joint filler in one-piece lengths for the full width being place,
wherever possible. Where more than one length is required, lace or clip joint filler section
together. Form top edge of filler to conform to top profile of concrete.
k Protect the top edge of the joint filler during concrete placement with metal cap or other
r temporary materials. Remove protection after both sides of joint are placed.
Expansion joints shall be located at the intersections of all concrete elements and at least every
30' in sidewalks or every 15' to 20' each way in larger areas. Expansion joints shall be 1/2"
` wide and contain a 1/2" premolded fiberfill expansion joint filler. The top of the joint shall
have a 1/8" radius; the top 1/2" of the joint shall be filled with a gray colored urethane sealant.
Edge Forms and Screed Strips for Slabs: Set edge forms for bulkheads intermediate screed strips for
slabs to obtain the required elevations and contours in the finished slab surface. Provide and secure
units sufficiently strong to support the types of screeds required. Align the concrete surface to the
elevation of the screed strips by the use of strike -off templates or accepted compacting type screeds.
Preparation of Form Surfaces: Coat the contact surfaces of forms with a form -coating compound
before reinforcement is placed. Provide commercial formulation form -coating compounds that will
C not bond with, stain nor adversely affect concrete surfaces, and will not impair subsequent treatment
�• of concrete surfaces requiring bond or adhesion, nor impede wetting of surfaces to be cured with
water or curing compounds.
i.
r-► Thin form -coating compounds only with thinning agent of type, and in amount, and under
{ conditions of the form -coating compound manufacturer's directions. Do not allow excess
form -coating material to accumulate in the forms or to come into contact with concrete
surfaces against which fresh concrete will be placed. Apply in compliance with
manufacturer's instructions.
t..
Concrete Placement: Comply with ACI 614, and as herein specified.
Deposit concrete continuously or in layers of such thickness that no concrete will be placed on
concrete which has hardened sufficiently to cause the formation of seams or planes of
weakness within the section. If a section cannot be placed continuously, provide construction
joints as herein specified.
Deposit concrete as nearly as practicable to its final location to segregation due to re -handling
or flowing.
Pre -Placement Inspection: Thoroughly wet wood forms immediately before placing concrete, as
required where form coatings are not used.
Placing Concrete in Forms:
Deposit concrete in forms in horizontal layers not deeper than 18" and in a manner to avoid
inclined construction joints.
Consolidate placed concrete by mechanical vibrating equipment supplemented by hand -
spading, rodding or tamping. Use vibrators designed to operate with vibratory element
submerged in concrete, maintaining a speed of not less than 6000 impulses per minute.
Do not use vibrators to transport concrete inside of forms. Insert and withdraw vibrators vertically at
uniformly spaced locations not farther than the visible effectiveness of the machine. Do not insert
vibrators into lower layers of concrete that have begun to set, At each insertion, limit the duration of
vibration to the time necessary to consolidate the concrete and complete embodiment of
reinforcement and other embedded items without causing segregation of the mix.
Placing Concrete Slabs:
Deposit and consolidate concrete slabs in a continuous operation, within the limits of
construction joints,' until the placing of a panel or section is completed.
Consolidate concrete during placing operations so that concrete is thoroughly worked around
reinforcement and other embedded items and into corners.
Bring slab surfaces to the correct level with a straightedge and strike off. Use bull floats or
Darbies to smooth the surface, leaving it free of humps or hollows. Do not sprinkle water on
the plastic surface. No not disturb the slab surfaces prior to beginning finishing operations.
Maintain reinforcing in the proper position during concrete placement operations.
F
FFINISH OF FORMED SURFACES
Finishing Procedures:
After striking -off and consolidating concrete, smooth the surface by screeding and floating.
Do not use "Jitterbugs", except where indicated. Use hand methods only where mechanical
floating is not possible. Adjust the floating to compact the surface and produce a uniform
mixture.
After floating, test surface for trueness with a 10" straightedge. Distribute concrete as
required to remove surface irregularities, and refloat repaired areas to provide a continuous,
smoother finish.
Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool,
and round to 1/2" radius, unless otherwise shown. Eliminate any tool marks on concrete
surface.
After completion of floating and excess moisture or surface sheen has disappeared complete,
surface finishing as follows:
Broom Finish:
Broom finish, by lightly drawing a fine broom across concrete surface. Repeat operation if
required to provide a fine line texture acceptable to the Owner.
On inclining slab surfaces, provide a coarse, non -slip finish by scoring surface with a stiff -
bristled broom.
rConcrete Curing; and Protection:
General: Contractor shall be responsible for the protection of uncured concrete. Contractor shall
allow no stray marking or footprints to be placed in the uncured concrete. Protect freshly placed
concrete from premature drying and excessive cold or hot temperature, and maintain without drying
at a relatively constant temperature for a period of time necessary for hydration of cement and proper
hardening.
Start initial curing application as soon as free water has disappeared from concrete surface after
placing and finishing. Weather permitting, keep continuously moist for not less than 72 hours.
Begin final curing procedures immediately following initial curing and before concrete has dried.
Continue final curing for at least 168 cumulative hours (not necessarily consecutive) during which
concrete has been exposed to air temperatures above 50 degrees F. Avoid rapid drying at end of
final curing period.
Curing Methods: Perform curing of concrete by moist curing or by moisture retaining cover curing
or by combinations thereof, as herein specified.
Provide moisture curing by following methods:
_Keep concrete surface continuously wet by covering with water
Continuously water -fog spray.
Covering concrete surface with specified absorptive cover, thoroughly saturating cover with
water and keeping continuously wet. Place absorptive cover to provide coverage of concrete
surfaces and edges, with 4" lap over adjacent absorptive covers.
Provide moisture -cover curing as follows: Covering concrete surfaces with moisture -retaining
cover for curing concrete, placed in widest practicable width with sides and ends lapped at
least 3" and sealed by water proof tape or adhesive. Immediately repair any holes or tears
during curing period using cover materials and waterproof tape.
Curing Formed Surfaces: Cure formed concrete surfaces, includin undersides of beams,
supported slabs and other similar surfaces, by moist curing with forms in place for full curing
period, or until forms are removed. If forms are removed, continue curing by method
specified above, as applicable.
Curing Unformed Surfaces: Initially cure unformed surfaces, such as slabs, floor topping, and
other flat surfaces by moist curing.
Final cure unformed surfaces, unless otherwise specified, by methods specified above, as
applicable.
Final cure concrete surfaces to receive liquid floor hardener or finish flooring by use of
moisture -retaining cover, unless otherwise directed
Miscellaneous Concrete Items:
Filling_In: Fill- in holes and openings left in concrete structures for passage of work by other
trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place
and cure concrete as herein specified, to blend .with in -place construction. Provide other
miscellaneous concrete filling shown or required to complete work.
Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still
green and steel -troweling surfaces to a hard, dense finish with corners, intersections, and
terminations slightly rounded.
1 - Sleeves: Provide sleeves where need for poles within concrete pad for underground service
elements as shown on plan. Sleeves shall be 4" PVC Schedule 40 pipe or as specified on
plans, and have 4" of cover minimum. These sleeves shall be made aware to owner upon
completion.
Concrete Surface Repairs:
Patching Defective Areas: Repair and patch defective areas with mortar immediately after
removal of forms, but only when acceptable to Owner.
�. Cut out honeycomb, rock pockets, voids over 1/4" in any dimension, and holes left by tie rods
and bolts, down to solid concrete but, in no case to a depth of less than 1". Make edges of
cuts perpendicular to the concrete surface. Before placing cement mortar or proprietary
r patching compound, thoroughly clean, dampen with water and brush -coat the area to be
patched with neat cement grout, or proprietary bonding agent.
For exposed -to -view surfaces, blend white portland cement and standard portland cement so
that, when dry, patching mortar will match color surrounding. Provide test areas at
inconspicuous location to verify mixture and color match before proceeding with patching.
Compact mortar in place and strike -off slightly higher than surrounding surface.
Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects
T7 cannot be repaired to satisfaction of Owner. Surface defects, as such, include color and
' texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins and other
projections on surface, and stains and other discolorations that cannot be removed by
cleaning. Flush out form ties holes, fill with dry pack mortar, or precast cement cone plugs
secured in place with bonding agent.
Repair finished unformed surfaces that contain defects with adversely affect durability of
concrete. Surface defects, as such, include crazing, cracks in excess of 0.01" wide or which
f.. penetrate to reinforcement or completely through non -reinforced sections regardless of width,
spalling, pop -outs, honeycomb, rock pockets, and other objectionable conditions.
Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days.
Correct low areas in unformed surfaces during, or immediately after completion of surface
finishing operations by cutting out low areas and replacing with fresh concrete. Finish
repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used
when acceptable to Owners.
a.
r
Repair defective areas, except random cracks and single holes not exceeding 1" diameter, by
cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with
clean, square cuts and expose reinforcing steel with at least 3/4" clearance all around. Dampen
concrete surfaces in contact with patching concrete, and brush with a neat cement grout
coating or concrete bonding agent. Mix patching concrete of same materials to provide
concrete of the same type or class as original concrete. Place, compact and finish to blend
with adjacent finished concrete. Cure in the same manner as adjacent concrete.
Repair isolated random cracks and single holes not over 1" in diameter by dry -pack method.
Groove top of cracks and cut-out holes to sound concrete and clean of dust, dirt and loose
particles. Dampen cleaned concrete surfaces and brush with neat cement grout coating or
concrete bonding agent. Mix dry -pack, consisting of one part portland cement to 2-1/2 parts
fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling
and placing. Compact dry -pack mixture in place and finish to match adjacent concrete. Keep
patched area continuously moist for not less than 72 hours..
Use epoxy -based mortar for structural repairs, where directed by Owner.
Repair methods not specified above may be used, subject to acceptance of Owner.
Quality Control Testing During Construction:
Sampling and testing for quality control during the placement of concrete may include the
following, as directed by the Owner:.
Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with
ASTM C 94.
Slump: ASTM C 143; one test for concrete load at point of discharge; and one test for each
set of compressive strength test specimens.
Air Content: ASTM C 173, volumetric method for lightweight concrete; ASTM C 231
pressure for normal weight concrete; one for each set of compressive strength test specimens.
Concrete Temperature: Test hourly when air temperature is 40 degrees F. and below, and
when 80 degrees F. and above; and each time a set of compression test specimens is made.
Compression Test Specimen: AS C 31; one set of 6 standard cylinders for each
compressive strength test, unless otherwise directed. Mold, label, and store cylinders (do not
leave on site) for laboratory cured test specimens except when field -cure test specimens are
required.
G
Compressive Strength Tests: ASST. C 39; one set for each 100 cu. yd. or fraction thereof, of each
concrete class placed in any one day or for each 5,000 sq. ft. of surface area place; 2 specimens
tested at 7 days, 3 specimens tested at 28 days, and one specimen retained in reserve for later testing
if required. Testing will be done by the contractor with on expense to the owner.
When the frequency of testing will provide less than 5 strength test for a given class of
concrete, conduct testing from at least 5 randomly selected batches, or from each batch if
fewer than 5 are used.
When the total quantity of a given class of concrete is less than 50 cu, yd., the strength test
may be waived by the Owner if , in his judgment, adequate evidence of satisfactory strength is
provided.
t' When the strength of field -cured cylinders is less than 85% of companion laboratory -cured c
ylinders, evaluate current operations and provide corrective procedures for protecting and
curing the in -place concrete.
r
F
FDIVISION 4 - UNIT MASONRY
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification sections, apply to work specified in this section.
DESCRIPTION OF WORK
Extent of each type of masonry work is indicated on drawings and schedule. Type of masonry
work includes:
Salvage existing brick for replacing missing brick in rowlock and walls as indicated on
plan.
Rebrick 1'-0" x 1'-0" column around four existing 2 1/2" pipe columns with new brick.
DELIVERY, STORAGE, AND HANDLING
FDeliver masonry materials to project in undamaged condition.
Store and handle masonry units to prevent their deterioration or damage due to moisture,
temperature change, contaminants, corrosion or other causes.
Store cementitious materials off the ground, under cover and in dry location.
Store aggregates where grading and other required characteristics can be maintained.
Store masonry accessories including metal items to prevent deterioration by corrosion and
accumulation of dirt.
PROJECT CONDITIONS
Staining: Prevent grout or mortar from staining the face of masonry to be left exposed or painted.
Remove immediately grout or mortar in contact with such masonry.
Protect sills, ledges and projections from droppings of mortar.
MASONRY UNITS - GENERAL
Manufacturer: Obtain masonry units from one manufacturer, of uniform texture and color for
each kind required, for each continuous area and visually related areas.
Wherever shown to "match existing", provide masonry of matching color, texture and size
as existing adjacent work.
Size: Manufacturer's standard units with nominal face dimensions. Verify and match existing
masonry dimensions at all locations where walls, and columns are patched. Brick shall be modular
2 1/4" x 3 5/8" x 7 5/8" by Athens, velour texture, # 228. Suggested vendor is Brunson Brick and
Stone, Inc. 525 - 32nd St., Lubbock, Tx. 79404 (806) 744-1812, or approved equal.
Special Shapes: Provide where required for lintels, corners, jambs, sash, control joints, headers,
bonding and other special conditions.
Limit moisture absorption of 25% of saturation during delivery and until time of installation.
Exposed Faces: Provide manufacturer's standard color and texture to match existing walls.
MORTAR AND GROUT MATERIALS
Portland Cement: ASTM C 150, Type I, except Type III may be used for cold weather
construction. Provide natural color or white cement as required to produce the required mortar
color to match existing.
Masonry Cement: ASTM C 91.
Hydrated Lime: ASTM C 207, Type S.
Ag_areaates: ASTM C 144, except for joints less than 1/4" use aggregate graded with 100%
passing the No. 16 sieve.
Water: Clean, free of deleterious materials which would impair strength or bond.
MASONRY CLEANERS
Acidic Cleaner: Manufacturer's standard strength general purpose cleaner designed for new
masonry surfaces of type indicated; composed of blended organic and inorganic acids combined
with special wetting systems and inhibitors; expressly approved for intended use by manufacturer
of masonry units being cleaned.
"Sure Klean" No. 600 Detergent; ProSoCo, Inc. -
MORTAR AND GROUT MIXES
Do not lower the freezing point of mortar by use of admixtures or anti -freeze agents such as
Calcium Chloride in mortar or grout.
Mortar for Unit Masonry:
i
i
Specifications, except limit materials to those specified herein, and limit cement/lime ratio (by
volume) as follows:
Comply with ASTM C 270, Proportion
Masonry Cement: Over 2-1/4 parts up to three parts damp loose
aggregate per one part of masonry cement. No lime allowed.
INSTALLATION. GENERAL
,.. Thickness: Build cavity and composite walls, floors and other masonry construction to match
existing thickness. Build single-wythe walls (if any) to the actual thickness of the masonry units,
using units of nominal thickness indicated.
Leave openings for equipment to be installed before completion of masonry work. After
installation of equipment, complete masonry work to match work immediately adjacent to the
opening.
Cut masonry units using motor -driven saws to provide clean, sharp, unchipped edges. Cut units
as required to provide continuous pattern and to fit adjoining work. Use full-size units without
cutting where possible.
7 Matching Existing Masonry Work: Match coursing, bonding joint and texture of new masonry
work with existing work.
CONSTRUCTION TOLERANCES
Variation from Plumb: For vertical lines and surfaces of columns, walls and arises do not exceed
1/4" in 10', or 3/8" in a story height not to exceed 20' nor 1/2" in 40' or more. For external
corners, expansion joints, control joints and other conspicuous lines, do not exceed 1/4" in any
story or 20' maximum, not 1/2" in 40' or more.
Variation from Level: For lines of exposed lintels, sills, parapets, horizontal grooves and other
conspicuous lines, do not exceed 1/4" in any bay or 20' maximum, nor 3/4" in 40' or more.
Variation of Linear Building Line: For positions shown in plan and related portion of columns,
walls and partitions, do not exceed 1/4" in any bay or 20' maximum, nor 3/4" in 40' or more.
Variation in Cross -Sectional Dimensions: For columns and thickness of walls, from dimensions
shown, do not exceed minus 1/4" nor plus 1/2".
l
Variation in Mortar Joint Thickness: Do not exceed bed joint thickness indicated by more than
plus or minus 1/8", with a maximum thickness limited to 1/2". Do not exceed head joint thickness
indicated by more than plus or minus 1/8".
r
P'
LAYING MASONRY WALLS
Lai+ -up walls plumb and true and with courses level, accurately spaced and coordinated with other
work.
Match coursing, bonding, color and texture of new masonry work with existing work.
Built -In Work: As the work progresses, build -in items specified under this and other sections of
these specifications. Fill in solidly with masonry around built-in items.
Fill 'space between hollow metal frames and masonry solidly with mortar.
MORTAR BEDDING AND JOINTING
Use Tyne N mortar for exterior above grade loadbearing and non-loadbearing walls, parapet
walls, interior loadbearing walls and non-loadbearing partitions.
Measure and batch materials either by volume or weight, such that the required proportions for
mortar can be accurately controlled and maintained. Measurement of sand exclusively by shovel
will not be permitted.
Mix mortar ingredients for a minimum of 5 minutes in a mechanical batch mixer. Use water clean
and free of deleterious materials which would impair the work; Do not use mortar which has
begun to set, or if more than 2-1/2 hours has elapsed since initial mixing. Retemper mortar during
2-1/2 hr. period as required to restore workability.
Joints: Maintain joint widths shown, except for minor variations required to maintain bond
alignment. If not otherwise indicated, lay walls with 3/8" joints. Cut joints'flush for masonry
walls which are to be concealed or to be covered by other materials. Tool exposed joints slightly
concave. Rake out mortar in preparation for application of caulking or sealants where shown.
Remove masonry units disturbed after laying; clean and relay in fresh mortar. Do not pound
corners at jambs to fit stretcher units which have been set in position. If adjustments are required,
remove units, clean off mortar, and reset in fresh mortar only wythes if reinforced, or 30'-0" o.c.
if not reinforced.
r
REPAIR, POINTING AND CLEANING
Remove and replace masonry units which are loose, chipped, broken, stained or otherwise
damaged due to selective demolition or remodeling as shown on plan.
Pointing_ During the tooling of joints, enlarge any voids or holes, except weep holes, and
r completely fill with mortar. Point -up all joints at corners, openings and adjacent work to provide
k a neat, uniform appearance, properly prepared for application of caulking or sealant compounds.
Final Cleaning: After mortar is thoroughly set and cured, clean masonry as follows:
Remove large mortar particles by hand with wooden paddles and non-metallic scrape hoes
or chisels.
Protect adjacent masonry and non -masonry surfaces from contact with cleaner by covering
them with liquid strippable masking agent, polyethylene film or waterproof masking tape.
Saturate wall surfaces with water prior to application of cleaners; remove cleaners
promptly by rinsing thoroughly with clear water.
Use bucket and brush hand cleaning method to clean brick masonry made from clay or
shale, except use masonry cleaner indicated below.
Acidic cleaner; apply in compliance with directions of cleaner manufacturer.
Protection: Provide final protection and maintain conditions in a manner acceptable to Installer,
which ensures unit masonry work being without damage and deterioration at time of substantial
completion.
11
7
I
70
4 DIVISION 5 - ROUGH CARPENTRY
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division I Specification Sections, apply to work of this section.
SUMMARY
This Section includes the following: Framing with dimension lumber.
Wood framing.
Wood grounds, nailers and blocking.
DEFINITIONS
Rough carpentry includes carpentry work not specified as part of other sections and which is
generally not exposed, unless otherwise specified.
DELIVERY, STORAGE AND HANDLING
Delivery and Storage: Keep materials under cover and dry. Protect against exposure to weather
and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels;
provide for air circulation within and around stacks and under temporary coverings including
polyethylene and similar materials.
LUMBER. GENERAL
Lumber Standards: Furnish lumber manufactured to comply with PS 20 "American Softwood
Lumber Standard" and with applicable grading rules of inspection agencies certified by American
Lumber Standards Committee's (ALSC) Board of Review.
Inspection Agencies: Inspection agencies and the abbreviations used to reference with lumber
grades and species include the following:
SPIB - Southern Pine Inspection Bureau.
WCLIB - West Coast Lumber Inspection Bureau.
WWPA - Western Wood Products Association.
Grade Stamps: Provide lumber with each piece factory -marked with grade stamp of inspection
agency evidencing compliance with grading rule requirements and identifying grading agency,
grade, species, moisture content at time of surfacing, and mill.
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.
Provide dressed lumber, S4S, unless otherwise indicated.
Provide seasoned lumber with 19 percent maximum moisture content at time of dressing
and shipment for sizes 2" or less in nominal thickness, unless otherwise indicated.
DM1ENSION LUMBER
For light framing (2" to 4" thick, 2" to 4" wide), provide the following grade and species:
Standard grade.
Any species graded under WWPA or WCLIB rules.
For structural framing (2" to 4" thick, 511 and wider), provide the following grade and species: —
"No. 2" grade.
Douglas Fir or Douglas -Fir -Larch graded, respectively, under WCLIB or WWPA rules.
Southern Pine graded under SPIB rules.
FASTENERS
Provide fasteners of size and type indicated that comply with requirements specified in this article
for material and manufacture.
Where rough carpentry work is exposed to weather, in ground 'contact, or in area of high
relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of
AISI Type 304 stainless steel. —
Nails. Wire. Brads, and Staples: FS FF-N-105.
Power Driven Fasteners: National Evaluation Report NER-272.
Wood Screws: ANSI B 18.6.1.
Lag Bolts: ANSI B 18.2.1.
Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563
hex nuts and where indicated, flat washers. —
rR
INSTALLATION, GENERAL
Discard units of material with defects that impair quality of rough carpentry construction and that
are too small to use in fabricating rough carpentry with minimum joints or optimum joint
arrangement.
Set rough carpentry to required levels and lines, with members plumb and true to line and cut and
fitted.
Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate
location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other
construction.
Securely attach carpentry work to substrate by anchoring and fastening as indicated and as
required by recognized standards.
Countersink nail heads on exposed carpentry work and fill holes.
Use common wire nails, unless 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; pre -drill as required.
WOOD GROUNDS, NAILERS, BLOCKING AND SLEEPERS
Install wood grounds, nailers, blocking, and sleepers where shown and where required for
screeding or attachment of other work. Form to shapes as shown and cut as required for true line
r, and level of work to be attached. Coordinate location with other work involved.
Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with
surfaces, unless otherwise indicated. Build into masonry during installation of masonry work.
Where possible, anchor to formwork before concrete placement.
r' Install permanent ounds of dressed, preservative treated, key -beveled lumber not less than
1 1/2" wide and of thickness required to bring face of ground to exact thickness of finish
material involved. Remove temporary grounds when no longer required.
I
JOINT SEALANT
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions _
and Division-1 Specifications, apply to work of this section.
DESCRIPTION OF WORK
The extent of each form and type of joint sealer is indicated on drawings and by provisions of this
section.
The applications for joint sealers as work of this section include the following:
Door joints.
Joints at plumbing fixtures.
Fire resistant joint sealers.
General Performance: Except as otherwise indicated, joint sealers are required to establish and
maintain airtight and watertight continuous seals on a permanent basis, within recognized
limitations of wear and aging as indicated for each application. Failures of installed sealers to
comply with this requirement will be recognized as failures of materials and workmanship.
SUBMITTALS
Product Data: Submit manufacturer's product specifications, handlinghnstallation/curing
instructions, and performance tested data sheets for each elastomeric product required.
JOB CONDITIONS
Weather Conditions: Do not proceed with installation of liquid sealant under unfavorable weather
conditions. Install elastomeric sealant when temperature is in lower third of temperature range
recommended by manufacturer for installation.
MATERIALS. GENERAL
Compatibility: Provide joint sealers, joint fillers and other related materials that are compatible
with one another and with joint substrates under conditions of service and application, as
demonstrated by testing and field experience.
Colors: Provide color of exposed joint sealers to match existing.
a
ELASTOMERIC JOINTS SEALANT
One -Part Mildew -Resistant Silicone Sealant: Type S; Grade NS; Class 25; Uses NT, G, A, and, as
applicable to non -porous joint substrates indicated, 0; formulated with fungicide for sealing
interior joints with non -porous substrates around plumbing fixtures.
One -Part Non -sag Urethane Sealant: Type S; Grade NS; Class 25, Uses NT, M, A and, as
applicable to joints substrates indicated, 0 for sealing at exterior door joints where "caulk" is
indicated.
Products.: Subject to compliance with requirements, provide products of one of the following:
One -Part Mildew -Resistant Silicone Sealant:
"Dow Corning 786"; Dow Corning Corp.
"SCS 1702"; General Electric Co.
"863 #345 White"; Pecora Corp.
"Proglaze White"; Tremco Corp.
One -Part Nonsag Urethane Sealant:
"Chem -Calk 900"; Bostik Construction Products Div.
r "Dynatrol I"; Pecora Corp.
"Sonolastic NP 1"; Sonnebom Building Products Div., Rexnord
Chem. Prod. Inc.
"Dymonic"; Tremco Inc.
7
MISCELLANEOUS MATERIALS
Primer: Provide type recommended by joint sealer manufacturer where required for adhesion of
sealant to joint substrates indicated.
Cleaners for Nonporous Surfaces: Provide non -staining, chemical cleaner of type acceptable to
manufacturer of sealant and sealant backing materials which are not harmful to substrates and
adjacent non -porous materials.
Sealant Backer Rod: Compressible rod stock of polyethylene foam, polyethylene jacketed
polyurethane foam, butyl rubber foam, neoprene foam or other flexible, permanent, durable non -
absorptive material as recommended by sealant manufacturer for compatibility with sealant.
EXECUTION
All joint sealing is to be completed prior to application of water repellent wall sealer.
11
INSPECTION
Installer to inspect joints indicated to receive joint sealers for compliance with requirements for
joint configuration, installation tolerances and other conditions affecting joint sealer performance.
Obtain Installer's written report listing any conditions detrimental to performance of joint sealer
work. Do not allow joint sealer work to proceed until unsatisfactory conditions have been
corrected.
PREPARATION
Surface Cleaning of Joints: Clean out joints immediately before installing joint sealersto comply
with recommendations of joint sealer manufacturers and the following requirements:
Remove all foreign material from joint substrates which could interfere with adhesion of
joint sealer, including dust; paints, except for permanent, protective coatings tested and
approved for sealant adhesion and compatibility by sealant manufacturer; oil; grease;
waterproofing; water repellents; water; surface dirt and frost.
Clean masonry, by brushing, grinding, blast cleaning, mechanical abrading, acid washing or
a combination of these methods to produce a clean, sound substrate capable of developing
optimum bond with joint sealers. Remove loose particles remaining from above cleaning
operations by vacuuming or blowing out joints with oil -free compressed air.
Joint Priming: Prime joint substrates where indicated or where recommended by joint sealer
manufacturer based on tests or prior experience. Apply primer to comply with joint sealer
manufacturer's recommendations. Confine primers to areas of joint sealer bond, do not allow
spillage or migration onto adjoining surfaces.
Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining
surfaces which otherwise would be permanently stained or damaged. by such contact or by
cleaning methods required to remove sealant smears. Remove tape immediately after tooling
without disturbing joint seal.
INSTALLATION OF JOINT SEALERS
General: Comply with joint sealer manufacturers' printed installation instructions applicable to
products and applications indicated, except where more stringent requirements apply. --
Elastomeric Sealant Installation Standard: Comply with recommendations of ASTM C 962 for
use of joint sealant as applicable to materials, applications and conditions indicated.
Latex Sealant Installation Standard: Comply with requirements of ASTM C 790 for use of latex
sealant.
Installation of Sealant Backings: Install sealant backings to comply with the following
requirements:
Install joint -fillers of type indicated to provide support of sealant during application and at
position required to produce the cross -sectional shapes and depths of installed sealant relative to
joint widths which allow optimum sealant movement capability.
Do not leave gaps between ends of joint -fillers.
Do not stretch, twist, puncture or tear joint -fillers.
Remove absorbent joint -fillers which have become wet prior to sealant application and
replace with dry material.
Installation of Sealant: Install sealant by proven techniques that result in sealant directly
contacting and fully wetting joint substrates, completely filling recesses provided for each joint
configuration and providing uniform, cross -sectional shapes and depths relative to joint widths
which allow optimum sealant movement capability.
Tooling of Non -sag Sealant: Immediately after sealant application and prior to time skinning or
curing begins, tool sealant to form smooth, uniform beads to eliminate air pockets and to ensure
contact and adhesion of sealant with sides of joint. Remove excess sealant from surfaces adjacent
r' to joint. Do not use tooling agents which discolor sealant or adjacent surfaces or are not
approved by sealant manufacturer.
Installation of Fire -Stopping` Sealant: Install sealant, including forming, packing and other
accessory materials to fill openings around mechanical and electrical services penetrating floors
and walls to provide fire -stops with fire resistance ratings indicated for floor or wall assembly in
i
which penetration occurs.
PROTECTION AND CLEANING
Protect joint sealers during and after curing period from contact with contaminating substances or
from damage resulting from construction operations or other causes so that they are without
deterioration or damage at time of substantial completion. If, despite such protection, damage or
deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately and
reseal joints with new materials to produce joint sealer installations with repaired areas
indistinguishable from original work.
Clean off excess sealant or sealant smears adjacent to joints as work progresses by methods and
with cleaning materials approved by manufacturers of joint sealers and of products in which joints
occur.
r
I
70
G , DIVISION 6
STANDARD STEEL DOORS AND FRAMES
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to this Section.
This Section includes the following products manufactured in accordance with SDI
Recommended Standards:
Doors: 16 gauge flush, steel stiffened doors. Verify size.
7 Frames: All door frames shall be pressed. Verify size.
Rooms 101 and 102 shall have custom size steel frames.
Recommended vendor: Rocky Mountain Metals, Inc.
Box 1101 York Canyon Rd.
Raton, NM. 87740
(505) 445-2756
Painting of primed doors and frames is specified in the Section "Painting".
SUBMITTALS
General: Submit the following in accordance with Conditions of Contract and Division 1
Specification Sections.
Product: Data for each type of door and frame specified, including details of construction,
materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles, and
finishes.
Shop Drawings: showing fabrication and installation of standard steel doors and frames. Include
details of each frame type, elevations of door design types, conditions at openings, details of
construction, location and installation requirements of door and frame hardware and
reinforcements, and details of joints and connections. Show anchorage and accessory items.
Provide schedule of doors and frames using same reference numbers for details and
openings as those on contract drawings.
F
QUALITY ASSURANCE
Provide doors and frames complying with Steel Door Institute "Recommendation Specifications
Standard Steel Doors and Frames" ANSI/SDI-100 and as herein specified.
DELIVERY, STORAGE, AND HANDLING
Deliver doors and frames cardboard -wrapped or crated to provide protection during transit and
job storage.
Ins ect doors and frames upon delivery for damage. Minor damages may be repaired provided
refinished items are equal in all respects to new work and acceptable to Owner; otherwise,
remove and replace damaged items as directed.
Store doors and frames at building site under cover. Place units on minimum 4-inches high wood
blocking. Avoid use of non -vented plastic or canvas shelters which could create humidity
chamber. If cardboard wrapper on door becomes wet, remove carton immediately. Provide 1/4-
inches spaces between stacked doors to promote air circulation.
MATERIALS
Hot -Rolled Steel Sheets and Strip: Commercial quality carbon steel,
pickled and oiled, complying with ASTM A 569 and ASTM A 568.
Cold -Rolled Steel Sheets: Commercial quality carbon steel, complying
with ASTM A 366 and ASTM A 568.
Galvanized Steel Sheets: Zinc -coated carbon steel sheets of commercial quality, complying with
ASTM A 526, or drawing quality, ASTM A 642, hot dipped galvanized in accordance with
ASTM A 525, with A60 or G60 coating designation, mill phosphatized.
Supports and Anchors: Fabricate of not less than 18-gage sheet steel; galvanized where used with
galvanized frames.
Inserts, Bolts, and Fasteners: Manufacturer's standard units. Where items are to be built into
exterior walls, hot -dip galvanize in compliance with ASTM A 153, Class C or D as applicable.
Shop Applied Paint:.Apply after fabrication.
Primer: Rust inhibitive enamel or paint, either air -drying or baking, suitable as a base for
specified finish paints complying with ANSI A224.1, "Test Procedure and Acceptance
Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames."
r
DOORS
Provide metal doors of SDI grades and models specified below or as indicated on drawings or
schedules:
Exterior Doors: ANSI/SDI-100, Grade III, extra heavy-duty, Model 4,
minimum 16-gage galvanized steel faces.
Provide metal frames for doors of types and styles as shown on drawings and schedules. Conceal
fastenings, unless otherwise indicated. Fabricate frames of minimum 16-gage cold -rolled steel,
or where indicated.
Fabricate frames with mitered or coped corners, welded construction for exterior applications and
knocked -down for field assembly at interior applications.
FABRICATION
Fabricate steel door and frame units to be rigid, neat in appearance and free from defects, warp or
buckle. Wherever practicable, fit and assemble units in manufacturer's plant. Clearly identify
work that cannot be permanently factory -assembled before shipment, to assure proper assembly at
project site. Comply with ANSI/SDI-100 requirements.
Clearances: Not more than 1/8 inch at jambs and heads. Not more than 3/4 inch at bottom.
Fabricate exposed faces of doors and panels, including stiles and rails of non -flush units, from
only cold -rolled steel.
Tolerances: Comply with SDI 117 "Manufacturing Tolerances Standard Steel Doors and
Frames."
Fabricate frames, concealed stiffeners, reinforcement, edge channels, louvers and moldings from
either cold -rolled or hot -rolled steel.
Fabricate exterior doors panels, and frames from galvanized sheet steel in accordance with
SDI 112.
Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for
exposed screws and bolts.
Hardware Preparation: Prepare doors and frames to receive mortised and concealed hardware in
accordance with final Door Hardware Schedule and templates provided by hardware supplier.
Comply with applicable requirements of ANSI Al15 Series Specifications for door and frame
preparation for hardware.
F
Final Hardware Schedule Content: Based on hardware indicated, organize schedule into
"hardware sets" indicating complete designations of every item required for each door opening.
Include the following information:
Type, style, function, size, and finish of each hardware item.
Name and manufacturer of each item.
Fastenings and other pertinent information.
Location of each hardware set cross referenced to indications on Drawings both on
floor plans and in door and frame schedule.
Explanations of all abbreviations, symbols, and codes contained in schedule.
Mounting locations for hardware.
Door and frame sizes and materials.
Keying information.
Submittal Sequence: Submit final schedule'at earliest possible date particularly where
acceptance of hardware schedule must precede fabrication of other work that is critical in
the Project construction schedule. Include with schedule the product date, samples, shop
drawings of other work affected by door hardware, and other information essential to the
coordinated review of schedule.
Keying Sequence: Submit separate detailed schedule indicating clearly how the Owner's
final instructions on keying of locks has been fulfilled.
Templates for doors, frames, and other work specified to be factory prepared for the installation
of door hardware. Check shop drawings of other work to confirm that adequate provisions are
made for locating and installing door hardware to comply with indicated requirements.
QUALITY ASSURANCE
Single Source Responsibility: obtain each type of hardware (latch and lock sets, hinges, closures,
etc.) from a single manufacturer.
Supplier Qualifications: A recognized door hardware supplier, with warehousing facilities in the
Project's vicinity, that has a record of successful in-service performance for supplying door _
hardware similar in quantity, type and quality to that indicated for this Project and that employs an
experienced hardware consultant (AHC) who is available to Owner, and Contractor, at reasonable
times during the course of the Work, for consultation.
Require supplier to meet with Owner to finalize keying requirements
and to obtain final instructions in writing.
! ADJUST AND CLEAN
Prime Coat Touch-up Immediately after erection, sand smooth any rusted or damaged areas of
prime coat and apply touch-up of compatible air -drying primer.
Protection Removal:, Immediately prior to final inspection, remove protective plastic wrappings
from prefinished doors.
Final Adjustments: Check and readjust operating hardware items, leaving steel doors and frames
undamaged and in complete and proper operating conditions.
DOOR HARDWARE
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to this Section.
SUMMARY
Hinges.
Lock cylinders and keys.
Lock and latch sets.
Bolts.
Push/pull units.
Weather-stripping.
Thresholds.
SUBMITTALS
General: Submit the following in accordance with Conditions of Contract and Division 1
Specification sections.
Product data including manufacturers' technical product data for each item of door hardware,
installation instructions, maintenance of operating parts and finish, and other information
necessary to show compliance with requirements.
Final hardware schedule coordinated with doors, frames, and related work to ensure proper size,
thickness, hand, function, and finish or door hardware. Submit final hardware schedule in manner
indicated below. Provide one copy of schedule with cut sheets and product information of all
items listed in the schedule. Hardware schedules are intended for coordination of Work. Provide
same opening numbers or item numbers as listed in the construction documents for all schedules.
7,
I
FRAME REINFORCEMENT
Reinforce doors and frames to receive surface -applied hardware. Drilling and tapping for surface -
applied hardware may be done at project site.
Locate hardware as indicated. on final shop drawings or, if not indicated, in accordance with
"Recommended Locations for Builder's Hardware on Standard Steel Doors and Frames,"
published by Door and Hardware Institute. Suggested vendor is: Hallgren Co., 5909 63rd St.,
Lubbock, TX. 79424 (806) 798-7200.
Shop Paintin& Clean, treat, and paint exposed surfaces of steel door and frame units, including
galvanized surfaces.
Clean steel surfaces of mill scale, rust, oil, grease, dirt, and other foreign materials before
application of paint.
Apply shop coat of prime paint of even consistency to provide a uniformly finished surface
ready to receive finish paint.
INSPECTION
Installer must examine substrate and conditions under which steel doors and frames are to be
installed and must notify Contractor in writing of any conditions detrimental to proper and timely
completion of work. Do not proceed with work until unsatisfactory conditions have been
corrected in manner acceptable to Installer.
INSTALLATION
General: Install standard steel doors, frames, and accessories in accordance with final shop
drawings, manufacturer's data, and as herein specified.
Placing Frames: Comply with provisions of SDI-105 "Recommended Erection Instructions For
Steel Frames," unless otherwise indicated.
Set frames accurately in position, plumbed, aligned, and braced securely until permanent
anchors are set. After wall construction is completed, remove temporary braces and
spreaders leaving surfaces smooth and undamaged.
At existing masonrX construction, provide 4 completed opening anchors per jamb adjacent to
hinge location on hinge jamb and at corresponding heights on strike jamb, set frames and secure
to adjacent construction with bolts and masonry anchorage devices.
Door Installation: Fit hollow metal doors accurately in frames, within clearances specified in
ANSI/SDI-100.
r
PRODUCT HANDLING
Tag each item or package separately with identification related to final hardware schedule, and
include basic installation instructions with each item or package:
Packaging of door hardware is responsibility of supplier. As material is received by hardware
supplier from various manufacturers, sort and repackage in containers clearly marked with
appropriate hardware set number to match set numbers of approved hardware schedule. Two or
more identical sets may be packed in same container.
Inventory door hardware jointly with representatives of hardware supplier and hardware installer
until each is satisfied that count is correct.
Deliver individually packaged door hardware items promptly to place of installation.
MAINTENANCE
Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance
instructions as needed for Owner's continued adjustment, maintenance, and removal and
i replacement of door hardware.
SCHEDULED HARDWARE
Manufacturer's Product Designations: The product designation and name of one manufacturer are
listed for each hardware type required for the purpose of establishing minimum requirements.
MATERIALS AND FABRICATION
Hardware Schedule:
Qt�.
Item
Model #
Mfg.
2
Pull Plate
4310 US32D
Quality
2
Push Plate
940 US32D
Quality
2
Weatherstrip
45061CP
Pemco
2
Door Bottom
18062CP
Pemco
2
Threshold
254A
Pemco
15
Hinges
T4A-3786 5x4 1/2 US26D
McKinney
4
Cylinder
IE-74
Best
4
Deadbolt
4875 W/ 126T Turn
Sargent
(Less Cylinder)
2
Closures
1250-PS
Sargent
I
Hand of Door: The drawings show the direction of slide, swing or hand of each door leaf.
Furnish each item of hardware for proper installation and operation of the door movement as
shown.
Manufacturer's Name Plate: Do not use manufacturers' products that have manufacturer's name or
trade name displayed in a visible location (omit removable nameplates) except in conjunction with
required firerated labels and as otherwise acceptable to Owner.
Manufacturer's identification will be permitted on rim of lock cylinders only.
Base Metals: Produce hardware units of basic metal and forming method indicated using
manufacturer's standard metal alloy, composition, temper, and hardness, but in no case of lesser
(commercially recognized) quality than specified for applicable hardware units for finish
designations indicated.
Fasteners: Provide hardware manufactured to conform to published templates, generally prepared
for machine screw installation. Do not provide hardware that has been prepared for self -tapping —
sheet metal screws, except as specifically indicated.
Furnish screws for installation with each hardware item. Provide Phillips flat -head screws except
as otherwise indicated. Finish exposed (exposed under any condition) screws to match hardware
finish or, if exposed in surfaces of other work, to match finish of this other work as closely as
possible including "prepared for paint' surfaces to receive painted finish.
Provide concealed fasteners for hardware units that are exposed when door is closed except to the
extent no standard units of type specified are available with concealed fasteners. Do not use
through bolts for installation where bolt head or nut on opposite face is exposed in other work
unless their use is the only means of reinforcing the work adequately to fasten the hardware
securely. Where thru-bolts are used as a means of reinforcing the work, provide sleeves for each
through -bolt or use sex screw fasteners.
HINGES AND BUTTS
Number of Hinges: Provide number of hinges indicated but not less than 3 hinges per door leaf for
doors 90 inches or less in height and one additional hinge for each 30 inches of additional height.
LOCK CYLINDERS AND KEYING
Review the keying system with the Owner at each facility and provide the type required integrated
with Owner's existing system.
Equip locks with manufacturer's standard 6-pin tumbler cylinders.
Metals: Construct lock cylinder parts from brass or bronze, stainless steel, or nickel silver.
t
r Comply with Owner's instructions for master keying and, except as otherwise indicated, provide
individual change key for each lock that is not designated to be keyed alike with a group of
related locks.
Kev Material: Provide keys of nickel silver only.
KeyQualiM . Furnish 1 change keys for each lock, 5 master keys for each master system, and 5
grandmaster keys for each grandmaster system.
Deliver keys to Owner.
LOCKS, LATCHES. AND BOLTS
Strikes: Provide manufacturer's standard wrought box strike for each latch or lock bolt, with
curved lip extended to protect frame, finished to match hardware set, unless otherwise indicated.
Provide flat lip strikes for locks with 3-piece, anti -friction latchbolts as recommended by
manufacturer.
Lock Throw: Provide 5/8-inch minimum throw of latch on pairs of doors. Comply with UL
requirements for throw of bolts and latch bolts on rated fire openings.
Provide 1/2-inch minimum throw of latch for other bored and pre -assembled types of
locks and 3/4-inch minimum throw of latch for mortise locks. Provide 1-inch minimum
throw for all dead bolts.
PUSH/PULL UNITS
Exposed Fasteners: Provide manufacturer's standard exposed fasteners for installation, through -
bolted for matched pairs but not for single units.
Concealed Fasteners: Provide manufacturers special concealed fastener system for installation,
through -bolted for matched pairs but not for single units.
DOOR TRIM UNITS
Fasteners: Provide manufacturer's standard exposed fasteners for door trim units consisting of
either machine screws or self -tapping screws.
WEATHER-STRIPPING
General: Provide continuous weather-stripping on exterior doors. Provide noncorrosive fasteners
for exterior application.
F
THRESHOLDS
General: provide standard metal threshold unit of type, size, and profile as scheduled at rooms
101 and 102. All thresholds to meet ADAAG height and bevel requirements.
HARDWARE FINISHES
Match items to the manufacturer's standard color and texture finish for the latch and lock sets (or
push-pull units if no latch or lock sets).
Provide finishes that match those established by BHMA or, if none established, match the existing
hardware finish in each facility.
Provide quality of finish, including thickness of plating or coating (if any), composition, hardness, and other qualities complying with manufacturer's standards, but ion no case less than specified by
referenced standards for the applicable units of hardware.
INSTALLATION
Mount hardware units at heights indicated in following applicable publications, except as
specifically indicated or required to comply with governing regulations and except as otherwise
directed by Owner.
"Recommended Locations for Builders Hardware for Standard Steel Doors and Frames"
by the Door and Hardware Institute. _
Install each hardware item in compliance with the manufacturer's instructions and
recommendations. Where cutting and fitting is required to install hardware onto or into surfaces
that are later to be painted or finished in another way, coordinate removal, storage, and
reinstallation or application of surface protection with finishing work specified in the Division 7
Sections. Do not install surface -mounted items until finishes have been completed on the —
substrates involved.
Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate
as necessary for proper installation and operation.
Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners
and anchors in accordance with industry standards.
Set thresholds for exterior doors in full bed of butyl -rubber or polyisobutylene mastic sealant
complying with requirements specified in Division 5 Section "Joint Sealers."
Weather-stripping Comply with manufacturer's instructions and recommendations to extent
installation requirements are not otherwise indicated.
ADJUSTING, CLEANING, AND DEMONSTRATING
Adjust and check each operating item of hardware and each door to ensure proper operation or
function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as
intended for the application made.
Where door hardware is installed more than one month prior to acceptance or occupancy
of a space or area, return to the installation during the week prior to acceptance or
occupancy and make final check and adjustment of all hardware items in such space or
area. Clean operating items as necessary to restore proper function and finish of hardware
and doors. Adjust door control devices to compensate for final operation of heating and
ventilating equipment.
Clean adjacent surfaces soiled by hardware installation.
1�
DIVISION 7 - PAINTING
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division 1 Specification sections, apply to this section.
�.. SUMMARY
This Section includes surface preparation, painting, and finishing of existing and new exposed
�• interior and exterior items and surfaces.
A
Surface preparation, priming, and finish coats specified in this section are in addition to
shop priming and surface treatment specified under other sections.
Paint all exposed surfaces whether or not colors or types are designated in "schedules, elevations
or details," except where a surface or material is specifically indicated not to be painted or is to
remain natural. Where an item or surface is not specifically mentioned, paint the same as similar
adjacent materials or surfaces. If color or finish is not designated, the Owner will select from
standard colors or finishes available.
Painting is not required on masonry, metal roof and fascia, and prefinished items, finished metal
surfaces, concealed surfaces, operating parts, and labels.
Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code -
required labels or equipment name, identification, performance rating, or nomenclature
l
plates.
SUBMITTALS
Product Data: Manufacturer's technical information, label analysis, environmental data and
application instructions for each material proposed for use.
List each material and cross-reference the specific coating and finish system an application.
Identify each material by the manufacturer's catalog number and general classification.
Samples for finish texture selection shall be submitted on 24" square sample of the specified bases
material. Textured sample is to be finished with all specified coating applied to represent a
finished wall.
At contractors option and with the approval of the Owner samples of finish maybe applied
to designated areas at the job site for review and acceptance.
Final acceptance of colors will be from samples applied on the job.
QUALITY ASSURANCE
Single -Source Responsibility: Provide primers and undercoat paint produced by the same
manufacturer as the finish coats.
Coordination of Work: Review other sections in which primers are provided to ensure
compatibility of the total systems for various substrates. on request, furnish information on
characteristics of finish materials to ensure use of compatible primers. Provide barrier coats over
incompatible primers or remove and reprime as required.
Notify the Owner of problems anticipated using the materials specified prior to
application.
Material Quality: Provide the manufacturer's best quality trade sale paint material of the various
coating types specified. Paint material containers not displaying manufacturer's product
identification will not be acceptable.
Proprietary names used to designate colors or materials are not intended to imply that
products names are required or to exclude equal products of other manufacturers.
DELIVERY. STORAGE, AND HANDLING
Deliver materials to the job site in the manufacturer's original, unopened packages and containers
bearing manufacturer's name and label and the following information:
Product name or title of material.
Contents by volume, for pigment and vehicle constituents.
Thinning instructions.
Application instructions.
Color name and number.
Store materials not in use in tightly covered containers in a well ventilated area at a minimum
ambient temperature of 45 deg F (7 deg C). Maintain containers used in storage in a clean
condition, free of foreign materials and residue.
Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste
daily. Take necessary measures to ensure that workers and work areas are protected from
fire and health hazards resulting from handling, mixing, and application.
JOB CONDITIONS
Apply water -based paints only when the temperature of surfaces to be painted and surrounding air
temperatures are between 50 deg F (10 deg C) and 90 deg F (32 deg Q.
Apply solvent -thinned paints only when the temperature of surfaces to be painted and surrounding
air temperatures are between 45 deg F (7 deg C) and 95 deg F (35 deg Q.
Do not apply paint in snow, rain, fog, or mist, when the relative humidity exceeds 85 percent, at
temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces nor
during sandstorms.
Painting may continue during inclement weather if surfaces and areas to be painted are
enclosed and heated within temperature limits specified by the manufacturer during
application and drying periods.
Cold Weather Protection: When ambient outdoor temperatures are below 55 degrees F maintain
continuous, uniform building temperature of not less that 55 degrees F for a minimum of 48 hours
prior to, during and following painting and joint treatment.
r
Ventilation: Ventilate structure spaces as required to remove water in excess of that required
for drying joint treatment material immediately after its application. Prevent too rapid drying
during hot weather.
MANUFACTURERS
t Manufacturer: Subject to compliance with requirements, provide products of one of the
following:
The Glidden Company Glidden
P Y( . )
Benjamin Moore and Co., (Moore).
PPG Industries, Pittsburgh Paints (Pittsburgh).
Pratt and Lambert (P & L).
�. The Sherwin-Williams Company (S-W).
TEXTURE FINISH MATERIALS
Primer: Of type recommended by manufacturer of texture finish.
Examine substrates and conditions under which joint work and painting will be performed for
compliance with requirements for application of finish and paint. Do not begin application until
unsatisfactory conditions have been corrected.
Start of joint work will be construed as the Applicator's acceptance of surfaces and
conditions within a particular area.
PAINTING PREPARATION
General Procedures: Remove hardware and hardware accessories, plates, machined surfaces,
lighting fixtures, and similar items in place that are not to be painted, or provide surface -applied
protection prior to surface preparation and painting. Remove these items if necessary for
complete painting of the items and adjacent surfaces. Following completion of painting
operations in each space or area, have items reinstalled by workers skilled in the trades involved.
Clean surfaces before applying paint or surface treatments. Remove oil and grease prior
to cleaning. Schedule cleaning and painting so that dust and other contaminants from the
cleaning process will not fall on wet, newly painted surfaces.
Surface Preparation: Clean and prepare surfaces to be painted in accordance with the
manufacturer's instructions for each particular substrate condition and as specified.
Provide barrier coats over incompatible primers or remove and reprime. Notify Owner in
writing of problems anticipated with using the specified finish -coat material with
substrates primed by others.
Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits and
sandpaper, as required. Sand surfaces exposed to view smooth 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 primer. After priming, fill holes and
imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried.
Ferrous Metals: Clean nongalvanized ferrous -metal surfaces that have not been shop coated;
remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical
clearing methods that comply with recommendations of the Steel Structures Painting Council.
Touch up bare areas and shop -applied prime coats that have been damaged. Wire -brush,
clean with solvents recommended by the paint manufacturer, and touch up with the same
primer as the shop coat.
Galvanized Surfaces: Clean galvanized surfaces with non -petroleum -based solvents so that the
surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal
fabricated from coil stock by mechanical methods.
F
Materials Preparation: Carefully mix and prepare paint materials in accordance with
manufacturer's directions.
Maintain containers used in mixing and application of paint in a clean condition, free of
foreign materials and residue.
Stir material before application to produce a mixture of uniform density; stir as required
during application. Do not stir surface film into material. Remove film and, if necessary,
strain material before using.
Use only thinners approved by the paint manufacturer, and only within recommended
limits.
APPLICATION
Apply paint in accordance with manufacturer's directions. Use applicators and techniques best
suited for substrate and type of material being applied.
Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to
formation of a durable paintf i lm.
Provide finish coats that are compatible with primers used.
The number of coats and film thickness required is the same regardless of the application method.
Do not apply succeeding coats until the previous coat has cured as recommended by the
manufacturer. Sand between applications where sanding is required to produce an even smooth
surface in accordance with the manufacturers directions.
Apply additional coats when undercoats, stains, or other conditions show through final coat of
paint until paint film is of uniform finish, color, and appearance. Give special attention to ensure
that surfaces, including edges, corners, crevices, weld, and exposed fasteners, receive a dry film
thickness equivalent to that of flat surfaces.
The term "exposed surfaces" includes areas visible when permanent or similar components are in
place. Extend coatings in these areas as required to maintain the system integrity and provide
desired protection.
Finish exterior doors on tops, bottoms,.and side edges same as exterior faces.
Sand lightly between each succeeding enamel or varnish coat.
Omit primer on metal surfaces that have been shop -primed and touch up painted.
SchedulingPainting: ainting_ Apply first coat 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 coats to permit proper drying. Do not recoat
until paint has dried to where it feels firm, and does not deform or feel sticky under
moderate thumb pressure and where application of another coat of paint does not cause
lifting or loss of adhesion of the undercoat.
Minimum Coating Thickness: Apply materials at not less than the manufacturer's recommended
spreading rate. Provide a total dry film thickness of the entire system as recommended by the
manufacturer.
Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required to be painted or finished and has not been prime
coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed
areas in first coat appears, to assure a finish coat with no bum through or other defects due to --
insufficient sealing.
Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence
of rolling such as laps, bands, irregularity in texture, skid marks, or other surface imperfections.
Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform
finish, color, appearance,, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs,
sags, ropiness, or other surface imperfections will not be acceptable.
Provide satin finish for final coats.
Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or
repaint work not in compliance with specifiedrequirements.
CLEANING
Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded
paint materials from the site.
Upon completion of painting, clean glass and paint -spattered surfaces. Remove spattered paint by
washing and scraping, using care not to scratch or damage adjacent finished surfaces.
EXTRA PAINT
Upon completion of the work, deliver to the owner two (2) gallons of each color and type of
paint used.
F
7 PROTECTION
Protect work of other trades, whether to be painted or not, against damage by painting. Correct
t damage by clearing, repairing or replacing, and repainting, as acceptable to Owner.
Provide "wet paint" signs to protect newly painted finishes. Remove temporary protective
wrappings provided by others for protection of their work after completion of painting operations.
r
At completion of construction activities of other trades, touch up and restore damaged or defaced
painted surfaces.
PAINT SCHEDULE
Provide following paint systems for various substrates as indicated.
Exterior and Interior Trim:
1st Coat - PPG 6-6 Speedhide enamel undercoat
2nd Coat - PPG Aquapon Polyamide-Epoxy
3rd Coat - PPG Aquapon Polyamide-Epoxy
Exterior and Interior Metal:
1st Coat - PPG 6-6 Speedhide enamel undercoat*
2nd Coat - PPG 6-252 Series Speedhide gloss enamel
3rd Coat - PPG 6-252 Series Speedhide gloss enamel
* = First coat not required on items delivered shop primed.
DIVISION 8
SECTION 1 - SPECIALTY SIGNS
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division-1 Specification sections, apply to work ofthis section.
DESCRIPTION OF WORK
Extent of specialty signs is shown on drawings. Provide signage at each remodeled toilet.
Forms of special _ signs required include the following:
Panel signs. (mechanically attached)
QUALITY. ASSURANCE
Uniformity of manufacturer: For each sign form and graphic image process indicated, furnish
products of a single manufacturer.
Compliance: Signage to meet requirements of the Americans with Disabilities Act and the
American National Standards Institute A117.1 standards. Products shall comply with the ADA,
ANSI A117.1, as well as the Occupational Safety and Health Association (OSHA), and the
Environmental Protection Agency (EPA).
SUBMITTALS
Product Data: Submit manufacturer's technical data and installation instructions for each type of
sign required.
Samples: Submit samples of each sign form and material showing finishes, colors, surface
textures, and qualities of manufacture and design of each sign component including graphics.
Submit full-size sample units, if requested by Owner.
Accepted units may be installed as part of the work.
Shop Drawings: Submit shop drawings for fabrication and erection of specialty signs. Include
plans, elevations, and large scale details of sign wording and lettering layout. Show anchorages
and accessory items. Furnish location template drawings for items supported by or anchored to
permanent construction.
Furnish full-size spacing templates.
I
PRODUCTS
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products which may be incorporated in the work include, but are not limited to, the following:
Manufacturers of Panel Signs:
Allenite, A Division of Allen Marking Products Inc. _
Andco Industries Corp.
Architectural Graphics, Inc.
ASI Sign Systems Inc.
Best Manufacturing Co.
A. C. Davenport & Son Co.
Karman Ltd.
Matthews
Spanjer Brothers Inc.
The Supersine Company
Vomar Products Inc.
MATERIALS, GENERAL
Injected molded Plastic: High impact polystyrene.
Magnesium: Natural magnesium chemically etched, cleansed and decorated to manufacturers
standards.
Aluminum Castings: Alloy and temper recommended by aluminum producer or finisher for
casting process used and for use and finish indicated. _
Fasteners: Use mechanical concealed fasteners, unless otherwise indicated, which are fabricated
from metals which are non -corrosive to either sign materials or mounting surface.
Anchors and Inserts: Use non-ferrous metal or hot -dipped galvanized anchors and inserts for
exterior installations as required for corrosion resistance. Use toothed steel or lead expansion bolt --
devices for drilled -in -place anchors. Furnish inserts, as required, to be set into masonry work.
FABRICATION OF PANEL SIGNS
General:
Fabricate panel signs to comply with requirements indicated for materials, thicknesses; finishes,
colors, designs, shapes, sizes and details of construction.
Produce smooth, even, level sign panel surfaces, constructed to remain flat under installed
conditions within a tolerance of plus or minus 1/16" measured diagonally from corner to corner.
Unframed Panel Signs:
Fabricate unframed panel signs with edges mechanically and smoothly finished to conform with
the following requirements:
Size: 6" x 8".
Thickness:.150 inches for magnesium signs.
Thickness:.125 inches for injected molded signs.
Edge Condition: Square.
Border Color: Same as typeset.
Corner Condition: Rounded to 1/411 radius.
Provide stock pictograms and copy signs.
Typestyle: Optima Bold.
Pictograms -P 101 (Men/Figure/Access) at all Men's toilets.
r" -P 102 (Women/Figure/Access) at all Women's toilets.
-P 119 (Restroom/Unisex/Access) at all Unisex toilets.
All signs to have predrilled screwholes in each corner located 3/4" in - from each edge. Furnish
all screws, anchors and accessories necessary for sign attachment.
GRAPHIC IMAGE PROCESS
Graphic Content and Style: Provide sign copy to comply with requirements indicated for sizes,
P styles, spacings, content, positions, materials, finishes and colors of letters, numbers, symbols and
other graphic devices.
FINISHES
General:
Colors and Surface Textures: For exposed sign materials which require selection of materials with
integral or applied colors, surface textures or other characteristics related to appearance, provide
F color matches indicated, or if not otherwise indicated, as selected by Owner from manufacturer's
standards.
Colors shall offer the highest contrast possible to achieve the greatest readability with either light
characters on a dark background or dark characters on a light background as selected.
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Magnesium Finish: Decorative finish with an ultraviolet inhibited acrylic system engineered for
extreme color and gloss retention. In accelerated weathering tests, signs finish shall retained its
color and gloss in accordance with ASTM D523 and ASTM D224.
INSTALLATION
General:
Locate sign units and accessories where shown or scheduled, using mounting methods of type
described and in compliance with manufacturer's instructions. Verify mounting locations of all
signs before installation and install to meet ADA-AG mounting heights and locations.
Install sign units level, plumb and at height indicated, with sign surfaces free from distortion or
other defects of appearance. --
Predrill and set proper anchorages (toggle bolts or lead shields) in wall surfaces prior to installing
signs.
CLEANING AND PROTECTION
At completion of installation, clean soiled sign surfaces in accordance with manufacturer's
instructions. Protect units from damage until acceptable by Owner.
t
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I SECTION 2 - TOILET ACCESSORIES
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
Extent of each type of toilet accessory is indicated on drawings and schedules.
Work includes installation of new grab bars, lavatory and water closet.
All items to meet and be installed to ADAAG, and TAS (Texas Accessibility Standards).
QUALITY ASSURANCE
Inserts and Anchorages: Furnish inserts and anchoring devices which must be set in concrete or
built into masonry; coordinate delivery with other work to avoid delay.
Accessory Locations: Coordinate accessory locations with other work to avoid interference and
to assure proper operation and servicing of accessory units.
Products: Provide products of same manufacturer for each type of accessory unit and for units
exposed in same areas, unless otherwise acceptable to Owner.
SUBMITTALS
Product Data: Submit manufacturer's technical data and installation instructions for each toilet
accessory.
Setting Drawings: Provide setting drawings, templates, instructions, and directions for installation
of anchorage devices and cut-out requirements in other work.
MATERIALS GENERAL
Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 22-gage (.034") minimum, unless
otherwise indicated.
Brass: Leaded and unleaded, flat products, ASTM B 19; Rods, shapes, forgings, and flat
products with finished edges, ASTM B 16; Casting, ASTM B 30.
Sheet Steel: Cold -rolled, commercial quality ASTM A 366, 20-gage minimum, unless otherwise
indicated. Surface preparation and metal pretreatment as required for applied finish.
r" Galvanized Steel Sheet: ASTM A 527, G60.
Chromium Plating: Nickel and chromium electro-deposited on base metal,
ASTM B 456, Type SC 2.
Galvanized Steel Mounting Devices: ASTM A 153, hot -dip galvanized after fabrication.
Fasteners: Screws, bolts, and other devices of same material as accessory unit of galvanized steel
where concealed.
GRAB BARS
Stainless Steel Type: Provide grab bars with wall thickness not less than 18 (.050") gage and as
follows:
Mounting: Concealed, manufacturer's standard flanges and anchorages.
Clearance: 1-1/2" clearance between wall surface and inside face of bar.
Cropping Surfaces: Manufacturer's std. peened surface.
Heavy -Duty Size: outside diameter of 1-1/2".
FABRICATION
General: Only an unobtrusive stamped logo of manufacturer, as approved by Owner, is permitted
on exposed face of toilet or bath accessory units. On either interior surface not exposed to view
or back surface, provide additional identification by means of either a printed, waterproof label or
a stamped nameplate, indicating manufacturer's name and product model number.
INSTALLATION
Install toilet accessory units in accordance with manufacturerst instructions, using fasteners which
are appropriate to substrate and recommended by manufacturer of unit. Install units plumb and
level, firmly anchored in locations and at heights indicated.
Comply with all height and clearance requirements as recommended by the American Disability
Act or as stated in the American Disabilities Act Accessability Guidelines.
Install grab bars at handicapped stalls and are to be mounted horizontally at heights as shown on
plans.
ADJUSTING AND CLEANING
Adjust toilet accessories for proper operation and verify that mechanisms function smootbly.
Replace damaged or defective items. Clean and polish all exposed surfaces.
` DIVISION 9 - SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL,
ELECTRICAL AND PLUMBING
RELATED DOCUMENTS: The Contractor and each subcontractor shall read and comply with
all sections of these specifications, including the General Conditions, Supplementary General
Conditions, information to bidders, and all other pertinent documents issued by Owner. All such
items are hereby incorporated into and become a part of these specifications.
If conflicts exist between the General Conditions and these Supplementary General Conditions for
Mechanical and Electrical, the latter shall govern.
PRECEDENCE: The mechanical systems, including piping, shall have precedence over the
electrical systems.
DRAWINGS AND SPECIFICATIONS: Drawings and specifications shall be considered
cooperative, and work or materials called for by one and not mentioned in the other shall be a done
and furnished as though treated by both.
In case of discrepancies in figures, drawings or specifications, the Owner shall be notified before
the signing of the Contract and his decision on said discrepancies shall be adjusted by the
Contractor only at the Contractor's expense, and in case of any settlement of any complication
rising from such adjustment to the Contract, Contractor shall bear all extra expenses involved.
COORDINATION OF TRADES
Items furnished under various sections which require plumbing connections shall be coordinated
for services, pressure, size and location of connections, type of fuel, clearances for service,
auxiliary devices required, etc.
All items specified under this division shall be installed tight, plumb, level, square and
symmetrically placed in relation to the work of other trades.
UTILITY CONNECTIONS: Note that where utility connection locations are referenced by the
�- word "verify" or "approximately", the exact locations shall be determined by the Contractor, with
any and all utility connections made by the Contractor as required, with no increase to the Owner
above the price indicated on the Contractor's proposal.
SITE EXAMINATION: Bidders shall visit the site to satisfy themselves as to the nature and
scope of the work to be done. Information shown or not shown on the drawings shall not relieve
the Contractor of this responsibility. The submission of a bid will be taken as evidence that site
examination has been made and all conditions which will effect the work have been taken into
consideration.
DEMOLITION - GENERAL: Note on the plans and in the general construction specifications,
any demolition requirements included in this portion of the specifications.
CODES: All work shall be executed in accordance with local, State and National codes,
ordinances, and regulations governing the particular class of work involved. The Contractor shall
be responsible for the final execution of the work under this section to suit these requirements.
Where these specifications and the accompanying drawings conflict in arrangements with code
requirements, the Contractor shall report the matter to the Owner, shall prepare any
supplementary drawings required, illustrating how the work may be installed in order to comply,
and on approval of the change by the Owner, shall install the work in a satisfactory manner,
without additional cost to the Owner.
FEES AND PERMITS: The Contractor and each subcontractor shall secure all permits and -
licenses required for work, shall pay all fees in connection with such permits and licenses, and
shall deliver all certificates of inspection to the Owner.
PROTECTION OF WORK AND MATERIALS: The Contractor shall protect the work and all
materials (whether incorporated in the structure or not) and shall cover openings to protect the
structure from the weather.
The Contractor shall provide protection of all work in progress and shall be responsible for all
damage done to the owner's property or to any adjacent properties during the construction.
MATERIALS
SUBMITTALS
The Contractor shall submit for approval a complete list of materials and equipment which he
proposes to use. The list shall give the manufacturer's names and designations corresponding to
each item as well as complete capacity data and ratings of each piece of equipment showing ,
compliance with all required capacities. Should the Contractor fail to make this submission within
four weeks following the signing of the Contract Documents, the Owner reserves the right to
require the Contractor to furnish items exactly as mentioned herein. Submittal data shall verify
that the items offered will fit the space requirements. Simple summary sheets alone are not
acceptable. Such sheets shall be accompanied by calculations, charts, nomographs, tabulation
tables, etc., enabling the reviewer to do detailed review of equipment selections.
Any item furnished with approval of the Owner (in lieu of the item specified), which in the opinion
of the Owner does not perform satisfactorily, shall be replaced by the Contractor with the item
originally specified, at no additional cost to the Owner. This provision shall be applicable to any
item within the warranty period.
i
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Coordination Drawings: Where coordination with building systems is required or not fully shown
on shop drawings, the contractor shall ascertain existing or anticipated conditions prior to
fabrication prepare and submit Coordination Drawings where close and careful coordination is
required for installation of products and materials fabricated off -site, and where limited space
availability necessitates maximum utilization of space for efficient installation of different
components.
Show the interrelationship of components shown on separate Shop Drawings. Indicate
required installation sequences. Comply with requirements contained in Section
` "Submittals." Show routing, clearances, offsets, sizes, and other conditions required to
r.• properly install the system in, around or through the areas involved.
r
Properly note all coordination of trades.
'^ SHOP DRAWINGS
Wherever shop drawings are called for in these specifications, they shall be furnished by the
Contractor for the work involved after review by the Owner as to the make and type of material
and in sufficient time so that no delay or changes will be caused. This is done in order to facilitate
progress on the job and failure on the part of the Contractor to comply shall render him liable to
stand the expense of any and all delays, changes in construction, etc., occasioned by his failure to
provide the necessary details. Also, if the Contractor fails to comply with this provision, the
Owner reserves the right to go directly to the manufacturer he selects and secure any details he
�.. might deem necessary, and should there be any charges in connection with this, they shall be
borne by the Contractor.
MATERIALS: All materials shall be new and of the quality indicated by the specifications, unless
noted otherwise. Where manufacturers' names are mentioned in these specifications, it has been
done to establish a standard of quality and construction. Where one brand name only is specified
for any item, the Contractor shall limit his choice to the brand name shown. Note that the brand
name used as a basis of design is shown in schedules. Where the clause "or approved equal"
occurs, other brand names will be accepted, provided they meet the standards of quality and
performance established by the specifications. All substitutions shall be approved by the Owner.
SUBSTITUTIONS: Necessary changes in the work of any trades resulting from approved
substitutions by the Contractor shall be paid for by the Contractor making the substitution.
EXECUTION
GENERAL PIPING AND CONDUIT REQUIREMENTS: The Contractor shall furnish and
install (including all labor and materials required) the various piping systems as herein specified,
adhering to the general routing and methods of distribution shown on the drawings. All required
items and appurtenances that may be required for the satisfactory operation of the various
systems, shall be included.
F
U
All piping and conduits shall be installed in a direct, neat, and workman like manner, employing
only mechanics skilled in each respective trade.
Exposed lines shall be run parallel with, or perpendicular to, building lines, and wherever possible
shall be grouped together for easier service and identification. Lines which required a definite
grade for draining shall have precedence in routing over all other lines. Wherever possible,
horizontal and vertical lines shall be held as closely as possible to the walls, etc., so as to occupy
the minimum space consistent with the proper requirements for expansion, and removal of pipe.
The mechanical plans do not give all details concerning elevation of lines, exact locations, etc.,
and do not show all the offsets. The Contractor.; shall carefully lay out his work at the site to
conform to the structural conditions, to provide proper grading of lines to avoid all obstructions,
and to conform to details on installation supplied by the manufacturer of the equipment to be
installed; and thereby to provide an integrated, satisfactory operating installation.
SLEEVES FOR PIPES AND CONDUITS
Where pipes, conduit, and E.T.M. pass through floors and walls, galvanized steel pipe sleeves
shall be used. Sleeves through roof decks shall be 26 gauge sheet metal. Sleeves in pipe chases
shall extend 1-1/2 inch above the floor slab and be cemented in a watertight manner. The size of
these sleeves shall be such as to permit readily the insertion of pipe of the proper size. In the case
of insulated lines, the diameter of sleeves shall be at least 1/2 inch greater than the outside
diameter of the insulated line. When pipes are installed, the angular space between the pipe and
the sleeve shall be effectively sealed using an approved mastic sealer. No plumbing pipes shall be
installed directly in the concrete, or set directly in masonry walls.
PIPE HANGERS AND SUPPORTS (PLUMBING & ELECTRICAL)
All pipe throughout the structure, both horizontal and vertical, shall be adequately supported with
clamps or hangers sized to fit the lines and to adequately support their weight. Provide devices
manufactured specifically for the hanging of lines and pipes being supported. No piping conduit
or lines are to be supported with wire or plumbing straps.
All hangers shall be so located as to properly support the horizontal piping, but in no case shall
hangers be located on centers greater than six feet for 1/2 inch and 3/4 inch lines, seven feet for 1
inch lines, eight feet for 1-1/4 inch lines, nine feet for 1-1/2 inch lines, ten feet for 2 inch and 2-1/2
inch lines, and twelve feet for larger lines. For soil lines, hangers shall be 51-0" on horizontal
runs, and where required by the conditions, hangers shall be more closely spaced. Provide and
install any braces required to prevent excess side way of lines, taking care not to restrict any
necessary expansion of lines. Twenty gauge 10" long galvanized sleeves or saddles shall be used
with hangers installed over insulated pipe.
Where pipes of different trades may possibly be racked on the same supporting structure, the
Contractor shall provide the necessary coordination between the various trades to properly locate
the supporting members. The various trades shall cooperate with each other to the end that the
same type of hangers may be used throughout insofar as practicable.
All exposed vertical lines shall be braced from the wall construction at no less than two points,
one of which shall be approximately six feet above the floor, to prevent sidewise motion of risers.
Braces shall be as specified for multiple pipes, and supports at each slab shall be with Kindorff or
? approved equal, C-210 clamps. In the case of insulated lines, oversize hangers of clamps as
` required shall be installed.
j Hangers, anchors, and related items installed in direct contact with copper pipe shall be bronze,
copper or copper -plated steel.
Hangers, anchors, and related items which support ferrous piping shall be steel with galvanized
coating.
All piping shall be installed with due regard to expansion and contraction and the type of hanger,
method of support, location of supports, etc., shall be governed, in part, by this consideration.
CUTTING AND PATCHING: The Contractor under each section shall either perform or arrange
for any cutting and patching required in the installation of his work. He shall obtain permission
from the Owner before doing any cutting. All patching shall be done in such manner that the
surrounding work will be restored to its original conditions. See Division 1, Cutting and
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Patching, for further requirements.
At unfinished surfaces, the Contractor for work under each section shall be responsible for the
patching of all openings cut to install the work covered by that section and to repair the damage
resulting from the failure of any part of work installed hereunder.
�,.At finished surfaces, the General Contractor shall be responsible for the patching of all openings
cut to install the work specified herein, and to repair the damage resulting from the failure of any
part of the work installed hereunder.
All openings cut through the roof or exterior walls shall be provided with a temporary watertight
cover during the construction or until permanent installation or repair has been made. All pipe
r and conduit run through the roof shall be installed in pitch pockets installed for flashing prior to
the installation of the roofing.
Where openings are cut through masonry walls, the Contractor under each respective section shall
provide and install lintels or other structural supports to protect the remaining masonry and
adequate support shall be provided during the cutting operation to prevent any damage to the
r'masonry occasioned by the operation. All structural members, supports, etc., shall be of the size,
shape, and installed as directed by the Owner.
Where openings are cut through roof deck, the contractor of each respective trade shall neatly
saw deck to required, opening size. Do not punch or hammer through deck.
PAINTING: Painting of all pipes and conduit where shown shall be done by the Contractor under
painting.
ROUGH -IN AND MAKE FINAL CONNECTION FOR EQUIPMENT
The shop drawings for all equipment are hereby made a part of these specifications. The
Contractor under each section of the specifications shall rough -in for the exact item to be
furnished on the job, whether in another section of the specifications or by the Owner.
The Contractor shall refer to all drawings and other sections of the specifications for the scope of
work involved for the new equipment, and by actual site examination determine the scope of the
required equipment connections for the Owner -furnished equipment.
Should any of the equipment furnished require connections of a nature different from that shown
on the drawings, report the matter to the, Owner, and finally connect as directed by the Owner.
Should any shop drawings not be available for equipment furnished under other contractors or by
the Owner, the Contractor under each section of these specifications shall bid the work as detailed
on the drawings . and verify connection and services to equipment before such services are
installed:
Minor differences in the equipment furnished and that indicated on the drawings will not
constitute ground for additional payment to the Contractor.
CLEANUP: The Contractor shall remove from the structure and the plan site all rubbish and
dirt as it accumulates under the Contract. At completion, all areas shall be broom cleaned, and all
obstructions, surplus materials, - etc., removed.
TESTING: The Contractor under each division shall, at his own expense, perform the various
tests specified and others that may be required by National, State, and local authorities. The
Contractor shall furnish all fuel and materials necessary for making tests.
Any leaks or defective materials found shall be repaired and replaced and test shall be repeated
until no further leaks or defects are indicated.
GUARANTEE: Each Contractor shall guarantee all labor and materials furnished by him for a
period of one year. Guarantee period shall extend from the time of final acceptance of the
structure. The guarantee shall cover the repair or replacement, without additional cost the
Owner, of any defective material or faulty workmanship.
Where a guarantee period greater than one year is required for any piece of equipment, it will be
specified hereinafter.
PLUMBING
GENERAL: The General Conditions, Supplementary Conditions, and other pertinent
documents issued by the Owner are hereby incorporated in these specifications and form a part
thereof.
SCOPE OF WORK: The work covered by these specifications consist of the furnishing of all
equipment, materials, labor, fees, permits, floor cuts, and certificates of inspection that may be
required for the installation of the plumbing work specified and shown on the. drawings.
This work shall include, but not be limited to domestic water piping, drains, waste pipe, and vents
SOIL AND WASTE PIPE: Soil and waste pipe under the concrete slabs in the structure shall be
hubless cast iron sanitary pipe with clamp assembly joists which comply with Cast Iron Pipe
Institute STD, 301 coated with asphaltum or coal -tar pitch. Waste drain and vent lines above the
slab may be cast iron or ABS Type 1 plastic meeting A.S.T.M. D 1788 and A.S.T.M. D 2661.
Connections to vertical stacks may be made with sanitary tees, and short 1/4 bends. Changes in
direction of horizontal pipe shall be made with wyes, combination wye and 1/8 bends, or long
sweep 1/4, 1/8, and 1/15 bends.
Soil and waste pipe in the structure shall be graded 1/4" per foot when possible, but not less than
1/8" per foot in any case.
TRAPS: P-traps for lays., sinks, etc. shall be cast 17 gauge tubing outlets, and c.o. plugs
Exposed traps and connections shall be chrome plated.
VENTS: Three inch and larger vents shall be ASB Type 1 plastic or No -hub cast iron. Vents
smaller than three inches may be galvanized steel pipe, schedule 40, with galvanized malleable
iron fittings.
WATER PIPING: All domestic water piping in the structure above the floor, unless otherwise
noted, shall be TYPE "L" Copper, with brass or wrought copper fittings. Cast fittings will not be
accepted. All connections shall be made using 95-5 or silver solder. Piping under connections
shall be made using 95-5 or silver solder. Piping under slabs and grade shall be Type "L" Copper.
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All connections between ferrous and non-ferrous materials shall be made with di -electric
insulating unions, or fittings.
AIR CHAMBERS: Air chambers of Type L copper, not less than 12" long and no smaller than
the supply pipe, shall be provided and installed in each water supply to each and every fixture. -
outlet, item of equipment, etc. The length and/or the diameter of these air chambers shall be
greater where required to eliminate water hammer. PDI shock absorbers may be used if sized in
accordance with PDI recommendations.
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PLUMBING FIXTURES: All fixtures unless otherwise noted, shall be new, of first quality, and
free of blemishes or defects. Fixtures shall be protected by building paper or other suitable means,
and be in perfect condition at completion of the job.
All exposed trim shall be chrome plated brass. This includes fittings, stops, risers, strainers,
tailpieces, traps, waste, escutcheons, flush valves, brackets, vacuum beakers, goosenecks, hole
covers, bolts, nuts and etc. All threaded supply fittings or outlets with tubing nozzles shall have
back flow preventers. All fixtures shall have new stop valves.
Generally, all wall hung fixtures shall be provided with wall hangers. All fixtures shall be cleaned
before final acceptance.
Verify mounting height of each and every fixture before rough -in. All fixtures mounted in
handicapped toilets to be mounted to State and American's with Disabilities Act Accessability
Guidelines (ADAAG).
Flush valves and tank lever controls at handicapped toilets to be installed to be operated on'wide
side' of stall.
All Fixtures are to meet ADAAG and State standards.
Where fixtures mate with irregular walls, the joint shall be grouted with dental plaster, G. E.
Silicone or other grout as directed by the Owner.
Tests: All tests required by the Owner, by local authorities, or as specified shall be done by this
contractor, without additional costs to the Owner. Defects found by test shall be immediately
repaired, and the test repeated. Test all lines before insulation is installed.
Waste soil and vent piping shall be tested at completion of rough -in. Close opening with screw -
plugs, and water test. Test shall last one hour without appreciable loss of water. With 4 foot high
water column.
Cold water piping shall be tested (hydrostatic test) for one hour at a gage pressure of 100 lbs. No
plumbing shall be done during test period.
Any leaks found as a result of the tests shall be repaired immediately, and the test shall be
repeated.
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t ELECTRICAL
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 work to be done under this section of the specifications consists
of the furnishing of all labor, materials, equipment, devices, supplies and certificate of inspection
that may be required to complete and leave ready for operation the electrical work specified,
shown on the drawings, and required by code.
Work is not limited to but includes the removal of existing and installation new light fixtures.
CODES: See "Mechanical and Electrical Supplementary Conditions".
Verify and install all systems in accordance with local and governing codes.
OUTLET BOXES: In general, all outlet boxes shall be concealed where possible, and shall be
constructed of code gauge steel, galvanized inside and outside.
HANGERS AND SUPPORTS: This contractor shall furnish all necessary hangers, brackets,
I clamps, etc., as required to properly support all conduit and other devices and equipment in such
a manner as to prevent sag and undue strain. Cast'IC" clamps, "U straps or ring hangers attached
to rods and/or brackets and fastened to the structure by means of approved plates, shall be used
for individual conduits. Perforated straps or wire will not be permitted. Where necessary,
provide channel or angle supports or brackets for switches, starters and other equipment.
ROUGH -INS: This Contractor shall rough -in, and make final connections to, all items of special
equipment furnished under other sections of these specifications. He shall be responsible for all
such items which may be shown on plans or other than the electrical section, and/or specified in
other sections of the specifications.
This Contractor shall familiarize himself with all requirements for such special devices, and shall
include in his bid price all items which may be required (but not furnished) by the equipment
manufacturer.
CONDUIT
Where conduits terminate at distribution, junction or outlet boxes, they shall be secured thereto,
with two locknuts and bushings. All openings in conduits larger than 2" diameter shall have two
locknuts and insulation bushings. All openings in conduit, immediately upon installation, shall be
capped for protection against entry from foreign matter, pending pulling in wires.
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All cutting of conduits shall be done squarely with a hacksaw and not with a pipe cutter, the ends
to be reamed and all burrs removed after the application of thread -cutting dies.
GROUNDING: All conduit work, and other electrical equipment wired and connected by this
contractor, shall be effectively and permanently grounded in accordance with N.E.C. and local
codes.
WARRANTY: This Contractor shall be held responsible for all defects in equipment, materials,
and workmanship for a period of one (1) year after final acceptance of job. He shall repair or
replace any defects of material, equipment, or workmanship without expense to the Owner during
the warranty period.
DIVISION 10 - SHEET METAL ROOFING
Part 1 GENERAL
RELATED DOCUMENTS
The general provisions of the Contract, including General Conditions, Supplementary General
Conditions, Special Conditions and General Requirements (Division 1), apply to the work
specified in this section.
ASTM A361 - Steel Sheet, zinc coated (Galvanized) by the Hot Dip Process for Roofing and
Siding.
ASTM A446 - Steel Sheet, zinc coated (Galvanized) by the Hot Dip Process, Structural
(physical) Quality.
ASTM D2178 - Asphalt Impregnated Glass Mat for Roofing and Waterproofing.
NAAMM - Metal Finish Handbook.
NRCA (National Roofing Contractors Association) - Roofing Manual.
SUBMITTALS
Shop Drawings: Indicate on shop drawings, material profile, jointing pattern, jointing details,
fastening methods, and installation details.
PRODUCT DATA: Provide manufacturer's standard. printed product informatin desscribing
materials and finishes.
SAMPLES: Submit four samples 6 x 6 inch in size of metal roofing and wall panels mounted on
plywood backing or sheathing and illustrating typical exterior corner, junction to vertical
dissimilar surface, material and finish.
SYSTEM DESCRIPTION
Completed roofing systems shall comply with UL90
QUALITY ASSURANCE
Installer: Company specializing in sheet metal roof installations with 3 years documented
experience.
DELIVERY, STORAGE, AND HANDLING
Stack preformed and prefinished material to prevent twisting bending, or abrasion, and to provide
ventilation. Slope metal sheets to ensure drainage.
Prevent contact with materials during storage which may causse discoloratin or staining.
WARRANTY
Provide installers two year workmanship and weather tightness guarantee.
Provide 20 year manufacturer's paint finish guaantee against deterioration due to fading, chalking
and peeling.
PART 2 PRODUCTS
ACCEPTABLE MANUFACTURERS
MBCI or approved equal.
MATERIALS
Pre -Coated Glavanized Steel: ASTM A446, Grade A, G90 zinc coating; 24 gage core steel
Equal to MBCI "ultra-dek UD-124", structural standing seam roof system.
Galvanized Steel: ASTM, Grade A, G90 zinc coating: 24 gage core steel, Bare Galvanized Finish,
Equal to MBCI "Galvalume".
Light Transmitting Panel, Standard -Ultra Dek (24" Wide Only) Uninsulated - with Stiffher plate
and to fasteners
Tape sealer, double bead, 3/16" x 7/8" x 25"
Tape sealer, precut beveled 7/32" x 1 3/8" x 4"
Inside closure, metal
Shaping tool for use when encountering problems
Eave plate, low. 8'-0" length, 14 ga., factory slots.
Rake support, low. 20'-0" length, 14 ga., factory slots.
Back-up plate, 24", 16 ga., pre -punched
Outside closure, 24", 24 gauge.
Ultra-dek 24" panel, 24 gauge, pre -punched
clip, low. # HW 210 - Articulating.
ACCESSORIES
Fasteners: Galvanized steel or stainless ssteel with neoprene washers. Finish exposed fasteners
same as flashing metal.
Underlayment: ASTM D2178, No. 30 asphalt saturated roofing felt.
Slip Sheet: Rosin sized building paper, only as required by the manufacturer.
FABRICATION
General
Form sections true to shape, accurate in size, square, and free from distoration or defects.
Roll form panels in continous lengths, full length of detailed runs. Standard panel length shall be
no more than 45 feet.
Hem exposed edges on underside 1/2 inch; miter and seam corners.
Fabricate corners from one pice with minimum 18 inch long leg; seam for rigidity, seal with
sealant.
Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip.
Fabricate flashings to allow toe to extend 2 inches over roofing. Return and brake edges.
Roofing Panel: 24 inch_wide panel, 3 inch high rib, smooth texture, trapezoidol rib, positive shap
together standing seam,Tutilizing male and female rib confiugations with factoir p ed hot melt
mastic in female rib.
Panel Clips: Articulating clip, providing thermal expansion or contraction, correcting for out -of -
plane subframing alignment to'- a aximum 7 degrees, 5 ft. on center maximum spacing.
PART 3 EXECUTION
EXAMINATION
Inspect roof deck to verify deck is clean and smooth, free of depressions, waves, or projections,
properly sloped to eaves.
Verify deck is dry and free of snow or ice. Verify joints in wood deck are solidly supported and
fastened.
Verify cant strips and regrets are in place, and mailing strips located.
Verify roofing membrane termination and base flashings are in place sealed, and sescure.
Beginning of installation means acceptance of existing conditions
PREPARATION
Field measure site conditions prior to fabricating work.
Install starter and edge strips, and cleats before starting installation.
Protect elements surrounding work of this Section from damage or disfigurement
INSTALLATION
Apply underlayment in single layer laid perpendicular to slope weather lap edges 2 inches and nail
in place. Minimize nail quantity.
Apply slip sheet in one layer, laid loose, if required by the manufacturer.
Use bedding compound for joints between metal and bitumen or metal and felts.
Install roofing in direction of slope and in accordance with manufacturer's written instructions.
Secure flashings in place using concealed fasteners. Use exposed fasteners only in locations
approved by the manufacturer.
Apply plastic cement compound between metal flashings and felt flashings.
Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines
accurate to profiles.
End -of -Section
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