HomeMy WebLinkAboutResolution - 4952 - Contract - Pharr & Company - AB Davis Party House Renovation - 09_14_1995Resolution No. 4952
September 14, 1995
Item #26
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to
execute for and on behalf of the City of Lubbock a Contract and all related documents by and
between the City of Lubbock and Pharr and Company, of Lubbock, Texas to furnish and install
all services and materials as bid for A. B. Davis Party House Renovation for the City of
Lubbock, which contract is attached hereto, 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 14 h day of
VID R. LANGSTON. MA
ATTEST:
A— Q�L
etty Johnson, Ci y Secretary
APPROVED AS TO CONTENT:
�.
Victor Kilman, P chasing Manager
APPROVED AS TO FORM:
Donald G. Vandiver, Fi
Assistant City Attorney
dplecdocApharrses
September 4, 1995
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CITY OF LUBBOCK
SPECIFICATIONS FOR
A.B. DAVIS PARTY HOUSE RENOVATION
BID #13359
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CITY OF LUBBOCK
Lubbock, Texas
lED
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
80E-767-2167
MAILED TO VENDOR August 22,1995
CLOSE DATE: August 31,1995 @ 2:00 P.M.
Office of
Purchasing
BID #13359 - A.B. DAVIS PARTY HOUSE RENOVATION
ADDENDUM #1
Please modify or amend Contract Documents as follows:
I. On Sheet A2, Note 8, in clarification, light fixtures specifically identified by Note 8 are
to be replaced with new fixtures identical to existing.
2. On Sheet A2, change entry to Toilet (Room 108) as shown on attached Supplementary
Drawing No. 1.
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rt • . 21.
PLEASE RETURN ONE COPY WrM YOUR BID
11
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NEW WALL POCKET AS INDICATED; 2X4 WOOD
STUD CONSTRUCTION WITH 1/2" GYP BOARD;
FINISH TO MATCH EXISTING.; PERFORM ALL
WORK FROM TOILET SIDE OF WALL
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TOILET
108
II I
TOILET
107
SCHAUER ASSOCIATES
1
RESIZE DEPTH OF VERTICAL MECHANICAL
DUCT AS REQ'D TO FIT INTO NEW WALL
POCKET; REPLACE GRILLS.
NEW 32" DOOR, HEIGHT TO MATCH EXISTING,
VERIFY HEIGHT ON SITE; RELOCATE/REPLACE
FRAMING AS REQ'D TO MATCH EXISTING; FINISH
NEW DOOR AND FRAMING TO MATCH EXISTING.
MEETING ROOM
102
PLAN
S*06:1/2• • V -o'
SUPPLEMENTARY DRAWING: N0.1
A.B.DAVIS PARTY HOUSE
DATE: 10-06-94
POW
CITY OF LUBBOCK
REQUEST FOR BIDS
FOR
TITLE: A.B. DAVIS PARTY HOUSE RENOVATION
ADDRESS: LUBBOCK, TEXAS
BID NUMBER:13359
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PROJECT NUMBER: 9944.9246
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!' CONTRACT PREPARED BY: PURCHASING DEPARTMENT
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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 CONDMON
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NOTICE TO BIDDERS
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NOTICE TO BIDDERS
BID #13359
Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the office of the
±^' Purchasing Manager, Municipal Building, 1625 13th Street., Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the
31st day of August,1995 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:
"A.B. DAVIS PARTY HOUSE RENOVATION"
After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing
Manager and publicly read aloud.
It is the sole responsibility of the bidder to 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.
r The City of Lubbock will consider the bids on the 14th day of September,1995, 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 fiirnish a performance bond and payment bond in accordance with Article
5160, Vernon's Ann. Civil St., in the amount of 100% of the total contract price in the event that Said contract price exceeds
r� $25,000.00. Said statutory bonds should be issued by a company carrying a current Best Rating of B or sunenor, as the rating of the
bond company is a factor that will be considered in determination of the lowest responsible bidder. If the contract price does not
exceed $25,000.00 the said statutory bonds will not be required.
•• Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check
issued by a bank satisfactory to the City of Lubbock, or a 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
considered in the preparation of the bid submitted. There will be a pre -bid conference on 22nd day of August,1995 at
... 10:00 o'clock am., in the Purchasing Conference Room, L04, 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
not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid
openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible
format or if you require assistance, please contact the Purchasing Department at (806) 767-2167 (Monday -Friday, 8:00 - 5:00 p.m.)
or 1625 13th Street Room L04 at least 48 hours in advance of the meeting.
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CITY OF LUBBOCK
N
VICTOR KIL
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PURCHASING MANAGER
i
Bid documents may be obtained upon request from the Purchasing Department at 1625 13th Street,
Room L04, Lubbock, Texas 79401; Telephone (806)767-2167/Fax (800767-2164.
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I
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 A.B. DAMS PARTY HOUSE 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 INQUIRIES
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 (806)767-2164
5. TIME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed within 90 (NINETY) consecutive calendar
days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder.
The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City
reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract
documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the
progress of the work is not in accordance with the progress schedule so 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
affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by
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the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been
notified.
8. MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade will be
furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor
of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the
project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full
responsibility of complying with this provision. The specifications for materials and methods set forth in the contract
documents provide minimum standards of quality which the Owner believes necessary to procure a satisfactory project.
9. GUARANTEES
All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials
and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which
shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature
whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work
as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock).
10. PLANS FOR THE CONTRACTOR
The contractor will be furnished one set of plans and specifications, and related contract documents for his use during
construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The
Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for
proper prosecution of the work contemplated by the Contractor.
11. PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies,
machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the
work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its
certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract
has been awarded, to require of a bidder the following information:
(a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended
contract and all work in progress with bond amounts and percentage completed.
(b) A sworn statement of the current financial condition of the bidder.
(c) Equipment schedule.
12. TEXAS STATE SALES TAX
This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04
of the Texas Limited Sales, Excise and Use Tax Act.
The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be
incorporated into the work without paying the tax at the time of purchase.
13. PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to
exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground
structures which might or could be damaged by Contractor during the construction of the project contemplated by these
contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines
and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities
aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work
contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas,
r at Contractor's expense.
14. BARRICADES AND SAFETY MEASURES
The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take
such other precautionary measures for the protection of persons, property and the work as may be 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
d
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
r further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of
construction activity.
roll 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
7 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
r 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
r, 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.'
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
r requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above
i 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:
(1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its
citizens.
(2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the
penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract
within the allotted time.
Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the
Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and
obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow
construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative.
In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract
which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day
of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life.
19. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS
The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this
contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than
once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the
seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, 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 ESCALATOR 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 case 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
firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the
company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent.
Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted
with the bid. The bid shall be executed in ink.
Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside
of the envelope in the following manner:
r"
(a) Bidder's name
(b) Bid for (description of the project).
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Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no bid may
be withdrawn or altered thereafter.
22. BOUND COPY OF CONTRACT DOCUMENTS
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) Biddees Submittal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
M General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
0) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders.
If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by
reference into the aforementioned contract documents.
BID SUBMITTAL
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BID SUBMITTAL
LUMP SUM BID CONTRACT
PLACE: Lubbock
` DATE: August 31, 1995
PROJECT NUMBER 13359 - A.B. DAVIS PARTY HOUSE RENOVATION
Bidof Pharr Construction Co., Inc. dba Pharr & Company (hereinafter called Bidder)
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction of a
A.B. DAVIS PARTY HOUSE RENOVATION Bid #13359 Project #9944.9246
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.
MATERIALS: Twenty —Six Thousand One Hundred and no/100----- 26,100.00 )
SERVICES: Seventeen Thousand Four Hundred and no/100---17,400.00 )
TOTAL BID: Forty —Three Thousand Five Hundred and no/100-------- (s 43,500.00 )
(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 20_(NINETY) consecutive calendar days thereafter as stipulated in
the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of
$200.00 (TWO HUNDRED DOLLARS) for each consecutive calendar day in excess of the time set forth hereinabove for
completion of this project, all as more fully set forth in the general conditions of the contract documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction
r•• number 20 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding.
l The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the
l scheduled closing time for receiving bids.
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The undersigned Bidder hereby declares that he has visited the site of the work and has carcfully examined the plans,
specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or
before the date specified In the written notice to proceed, and to substantially complete the work on which he has bid; as provided in
the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified
check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to
the order of the City of Lubbock in an amount not less than five percent (5% ) of the total amount of the bid submitted as a
guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of
the contract to him.
Enclosed with this bid Is a Cashier's Check or Certified Check for N/A Dollars
(S ) or a Bid Bond in the sum of 5% of total amount bid Dollars ($ 5% ), which it is
agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the
undersigned fails to execute the necessary contract documents and the required bond (if any) with the Owner within ten (10) days
after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the
undersigned upon demand.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents
made available to him for his inspection in accordance with the Notice to Bidders.
(Seal if Bidder is a Corporation)
ATTE : ,
S(Iecretary
7
aXii I
actor
John K. Pharr, Vice —President
(Printed or Typed Name)
Pharr Construction Co., Inc._
d/b/a Pharr & Company
Company
P.O. Box 2791
Address
Lubbock, Lubbock
City, County
Texas 79408
State Zip Code
Telephone: 806 • 763-5263
Fax Number:806 763-5843
1 100
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UNITED STATES FIDE UAR-ANTY COMPANY
pany)
BID BOND
BONDNUMBER ....................................................................................
KNOW ALL MEN BY THESE PRESENTS:
THAT ..... Pharr... Construction Co., Inc. dba. Pharr & Comap
.... .................. .................................. .. ... py .............. . .......................... . ...........................
.................................................................................................................... of ...... Lub1=k,.-..Teyw ............................. . .......... . ........................
..................................................................................................................... ........ .............................. as Principal and UNITED STATES FIDELITY AND
Lubbock
GUARANTY COMPANY, a Maryland corporation, as Surety, are held and firmly bound unto......... ........................... ..................................
............................................................................... . .................................................................... . ..................................................................................... . ...
FIVE PERCENT OF AMOUNT BID BY PRINCIPAL --- ----
asObligee, In the full and just sum of..... ........................................................................................................................................................................
................ ............................................................... . ....... ...................... ..................... . ......... . ......................................... . ....... . . . ........................ Dollars,
lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the said Principal Is herewith submitting its proposal
A.B. Davis Party House Renovation
Bid #13359, Project #99449246
THE CONDITION OF THIS OBLIGATION is such that if the aforesaid Principal shall be awarded the contract the said Principal will, within the
time required, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of
the contract, then this obligation to be void; otherwise the Principal and Surety will pay unto the Obligee the difference in money between
the amount of the bid of the said Principal and the amount for which the Obligee legally contracts with another patty to perform the work
if the latter amount be in excess of the former, but in no event shall liability hereunder exceed the penal sum hereof.
8-31-95
Signed, sealed and delivered ..........................................................
(Date)
Pharr Construction Co. Inc. dba PharLAL)& Co i
i"
............................................. .................................
. . . ..................................... .... ..............................
... . ........ �? ..... ..(SEAD
o�n K. Pharr, Vice —President
UNITED FIDELITY AND GUARANTY COMPANY
-A
... ........... .... . ................................................
Staci Cross Attorney-in4act
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Contract I 1 ( Revised) (1-74)
931873
UNITED STATES FIDELITY AND GUARANTY COMPANY
POWER OF ATTORNEY U S F+G
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KNOW ALL IEI BY THESE PRESENTS: That UNITED STATES FIDELnY AND GUARANTY COMPANY, a corporation organized and existing
under the laws of the State of Maryland and Laving its principal office at the City of Baltimore, in the State of Maryland. does hereby constitute and appoint
Donal Boley, Steve Deal, Laura Espinoza and Staci Gross
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ofthe Cny of Wichita Falls . State of Texas its true and lawful AttomrAs}in-Fact, each in their separate
capacity if more than one is tamed above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contacts and other
written instruments in the sawre thereof on behalf of the Company in its business of guaranteeing the fidelity of persons; guaranteeing the performance of contacts:
and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
In Witness Whereof: the aid UI'dnW STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal,
duly attested by the signatures of its Senior Vice President and Assistant Secretary, this 5 th day of August , A.D. 19 94.
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STATE OF MARYLAND)
— BALTIMORE CITY )
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UNITED STATES FIDELITY AND GUARANTY CONVANY
(Signed) By.../ ...... . . .. ........................
Senior Vice President
(Siped) By........ .�......:.. ...........................
Assistant Secretary
SS:
on this 5 th day of August ; A.D. 19 94 , before me personally came Robert J. Lamendola
Senior Vice Ptesident of the UNITED STATES FWELI TY AND GUARANTY COMPANY and Paul D . Sims . Assistant
Secretary of said Company, with both of whom I am personally acquainted, who being by me severally duly swam. said that they, the said Robert J .
Lamendola and Paul D . Sims were respectively the Senior Via President and the Assistant Secretary of
the said UNTfEl) STATES FIDELITY AND GUARANTY COMPANY, tic corpontion described in and which executed the foregoing Power of Attonyey; that they
each knew the seal of said corporation; that the seal affixed to said Power of Attorney was such corporate seal, that it was to affixed by order of the Board of Directors
of said corporation. and that they signed their names thereto by like order as Senior Via President and Assistant Secretary, respectively, of the Company.
My Commission expires the llth day in March A.D. 19 95
NOTARY PUBLIC
This Power of Attorney is granted under and by authority of the following Resolutions adopted by the Board of Directors of the UNITED STATES
FIDEL17Y AND GUARANTY COMPANY on September 24, 1992:
RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments
relating to said business tray be signed, executed. and acknowledged by persons or entities appointed as Attorneys) -in -Fact pursuant to a Power of Anomey issued in
accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,
either by the Chairman, or the President, or an Executive Vice President, or a Senior Vice President or a Vice President or an Assistant Via President, jointly with the
Secretary or an Assistant Secretary, under their respective designations. The signature of such officers maybe engraved, printed or lithographed. 'Me signature of each
of the foregoing officers and the seal of the Company may be affxed by facsimile to any Power of Attorney or to any certificate relating thereto appointing
Attomey(s)-in-Fact for purposes only of executing and messing bonds and undertakings and other writings obligatory in the nature thereof, and, unless subsequently
molted and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and
binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company
with respect to any bond or undertaking to which it is valkdly attached
RESOLVED, that Attomey(s}.io-Fact shall have the power and authority, unless subsequently rooked and, in any case, subject to the terms and limitations
of the Power of Attorney issued to them. to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings,
and other writings obligatory in the nature thereof. and any such instrument executed by such Attorneys}in-Fact shall be as binding upon the Company as if signed by
an Executive OfEcer and sealed and rested to by the Secretary of the Company.
L Paul D . Sims , an Assistant Secretary of the UNTDED STATES FIDEL17Y AND GUARANTY COMPANY.
do hereby certify that the foregoing is a true excerpt from the Resolution of the said Company as adopted by its Board of Directors on September 24. IM and that this
Resolution is in full force and effect
L the undersigned Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY do hereby eenify that the foregoing Power of
Attorney is in full fore and effect and has not been rooked.
In Testimony Whereof; I have hereunto set my band and the seal of c STATES FIDELITY AND GUARANTY COMPANY on this 31St day
Of August '19 95 ...........C.�..................................
es.)a
Assistant Secretary
FS 3 (10-92)
LIST OF SUBCONTRACTORS
Eagle Building & Development
Minority Owned
Yes No
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ 0
❑ ❑
❑ ❑
LIST OF SUBCONTRACTORS
1.
2.
3.
4.
S.
6.
7.
S.
9.
10
Minority Owned
Yes No
❑ ❑
❑ ❑
❑ 0
❑ 0
0 ❑
0 0
0 ❑
0 ❑
0 0
❑ 0
PAYMENT BOND
19 I
BOND CHECK
BEST RATING
LICEN VTI;XAS� �—
DATE BY
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tp UNITED STATES FIDELITY AND GUARANTY COMPANY
U S F+G'
IIf1
STATE OF TEXAS
COUNTY OF LUBBOCK
TEXAS STATUTORY PAYMENT BOND
(Penalty of this bond must be f 00% of Contract amount)
Bond Number . ,18012062559957............
KNOW ALL MEN BY THESE PRESENTS:
That ,Pharr.Construction.Co..,..Inc. .dba..Pharr..& . Company
.......................................
(hereinafter called the Principal), as Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, a
corporation organized under the laws of the State of Maryland, a Corporate Surety authorized and admitted to do
business in the State of Texas and licensed by the State of Texas to execute bonds as Surety, (hereinafter called the
Surety), as Surety, are held and firmly bound unto .. r'Aty..4f..]�Upk...............................................
......................................................................................................................
(hereinafter called the Obligee), in the penal sum of . EORTY. THREE. THOIIS=. F.IVZ .U1=FZU......................
.... Z= . NO ]A 0-------.----------------............................................................... Dollars
($ , . 43.R 500.00 , , , , , , , , , , , , ,, , , ,, , , , , ,,,, ) for the payment of which sum well and truly to be made, we bind ourselves,
our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the lAtla ............
day of ... september............ .19 .95... , a copy of which is hereto attached and made a part hereof, for
Bid #13359-A.B. Davis Party House Renovation
�. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all
claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said
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 Chapter 2253 of the Texas
Government Code and all liabilities on this bond to all such claimants shall be determined in accordance with the
r. provisions thereof to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this
.......... 28fh............ day of .Septejt)ez...... , 19 95 ....
... �,_Fharr,
...... ...... ... 57 ...................... Seal
L.� ................ (Seal)
n� Vice—P esi . e
UNITED TATES FIDELITY AND GUARANTY COMPANY
........................ (Seal)
Staci Gross Attorno„4n.tad
f■-
G
Contract 214 (Texas) (1-94)
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PERFORMANCE BOND
BOND CHECK
BEST RATING
LICENSID j�TEXAS
DATE L7'�"` BY
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UNITED STATES FIDELITY AND GUARANTY COMPANY
U S F+G'
r1ttllrtl
STATE OF TEXAS
COUNTY OF LUBBOCK
TEXAS STATUTORY PERFORMANCE BOND
(Penalty of tills bond must be 100% of Contract amount)
Bond Number ... 18012062559957 .........
KNOW ALL MEN BY THESE PRESENTS:
That .. pharr ,Construction Co. . Inc:.dbaPharr& Company
.... .............. .. . . .. . ... . .. . ........ . . . . .. . .......... . .
(hereinafter called the Principalj, as Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, a
corporation organized under the laws of the State of Maryland, a Corporate Surety, authorized and admitted to do
business in the State of Texas and licensed by the State of Texas to execute bonds as Surety, (hereinafter called the
Surety), as Surety, are held and firmly bound unto ... aty.Af.1V1t=X..............................................
�., (hereinafter called the Obligee), in the penal sum of . FOP=—n= .THOUSaM .EIVZ.IWA.RXP ......................
AND NO/ 100---------------------
........................................ ---........................................................... Dollars
..
($..43.,.50.011 ............................. ) for the payment of which sum well and truly to be made, bind ourselves,
our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the .14 4............
day of ..September ............. . 19 95... , a copy of which is hereto attached and made a part hereof, for
Bid #13359-A.B. Davis Party House Renovation
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully
perform the work in acordance with the plans, specifications and contract documents, then this obligation shall be void;
otherwise to remain in fun force and effect.
PROVIDED HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas
Government Code and all liabilities on this bond shall be determined in accordance with the provisions thereof to the
same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this
..........28th..... ....... day of . Septerd: er ......
....
r-
�y �1
.. ..........
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, 19 M....
.9 .. ... ....... :....................... (Seal)
./. �. •.
(Seal)
John K. Pharr, Vice -President � � * * * * * * * * . . .
By ,....C�e =AND
GUARANTY COMPANY
................ (Seal)
Staci Gross AWmey4n4act
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Cormact213 (Texas) (1-94)
7 1148958
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UNITED STATES FIDELITY AND GUARANTY COMPANY
s POWER OF ATTORNEY tk
U S F+G`
r NO. 108673 IISIIAItE
KNOW AIL MEN BY THESE PRESENT`': That UNIT® STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing
under the laws of the State of Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint
�., Donal Boley, Steve Deal, Laura Espinoza and Staci Gross
oftbe cay of Wichita Falls , State of Texas its true and kawful Attomcy(s}in-Fact, each in their separate
capacity if more than one is named above, to sign its tame as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other
written instruments in the nature thereof on behalf of the Company in its business of V aiaateeing the fidelity of persons; guaranteeing the performance of contracts;
and executing or guaranteeing bonds and undertakings requited or permitted in any actions or proceedings allowed by law.
In Witness Whereof; the said UNitED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal,
duly attested by the signatures of its Senior Vice President and Assistant Secretary, this 5th day of August , A.D. 19 94
r
i
UNITED STATES FIDELITY AND GUARANTY COMPANY
``Its (Signed) By. . 0/1
I^ `- 1t308 1,...... . . .. ........................
Senior Vice President
(Signed) By........ ........... .............................
Assistant secretary
STATE OF MARYLAND)
SS:
BALTTMORE CITY )
Oeathis Sth day of August ,A.D.1994,beforemepersonallycame Robert J. Lamendola
Senior Vice President of the UNTIED STATES FIDELITY AND GUARANTY COMPANY and Paul D . Sitters • Assistant
Secretary of said Company, with both of whom I am personally acquainted, who being by we severally duly swoin. said. that they, the aid Robert J.
r Lamendo la and Paul D . Sims were respectively the Senior Vice President and the Assistant Secretary of
the said TJNTLFD STATES FIDEL T1Y AND GUARANTY COMPANY. the corpoation described in and which executed the foregoing Power of Attorney; that they
each knew the seal of said corporation; that the seal affixed to said Power of Attorney was such corporate seal, that it was to affixed by order of the Board of Directors
of said corporation, and that they signed their names thereto by like order as Senior Via President and Assistant Secretary, respectively, of the Company.
My commission expires the llth dayin March A.D.19 95.
..........��!1!
NOTARY PUBLIC
�oan:p
This Power of Attorney is granted under and by authority of the following Resolutions adopted by the Board of Directors of the UNnw STATES
FIDELITY AND GUARANTY COMPANY on September 24, 1992.
RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments
relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attomey(s)-in-Fact pursuant to a Power of Attorney issued in
^" accordance with these resolutions Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,
either by the Chairman, or the President, or an Executive Vice President, or a Senior Vice President or Vice President or an Assistant Vice President, jointly with the
Secretary or an Assistant Secretary. under their respective designations. The signature of such officers maybe engraved, printed or lithographed. The signature of each
of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing'
r+= Anomey(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and, unless subsequently
revoked and subject to any limitations set forth therein, any such Power of Attomey or certificate beating such facsimile signature or facsimile seal "be valid and
l� binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company
with respect to any bond or undertaking to which it is validly attached.
RESOLVED. that Attorney(:) -in -Fact shall have the power and authority, unless subsequently revoked and, in any case, subject to the terms and limitations
j of the Power of Attorney issued to them, to execute and deliver on behalf of the Company and to suach the seal of the Company to any and all bonds and undertakings,
and other writings obligatory in the nature thereof. and any such instrument executed by such Attomey(s)-in-Fad shall be as bindingon the Co up Company" if signed by
an Executive Officer and sealed and attested to by the Secretary of the Company.
L. Paul D . Sims , an Assistant Secretary of the UNrrM STATES FIDEI.TIY AND GUARANTY COMPANY,
rdo hereby certify that the foregoing is a true excerpt from the Resolution of the said Company as adopted by its Board of Directors on September 24, 1992 and that this
Resolution is in full force and effect
L the undersigned Assistant Secretary of the UNITED STATES FIDELnY AND GUARANTY COMPANY do hereby certify that the foregoing Power of
Attorney is in full force read effect and has not been revoked.
In Testimony WbenoC I Lave hereunto set my hand and the seal r5TAr7= AND GUARANTY COMPANY on this 28�iay
of September.1 95
.........................................
m tE98 � AssistantSern
r>—
FS 3 (10-92)
f y,
I
OERTIRCATE OF INSURANCE
A/:/11:11.
Boley Featherston Insurance
P. 0. Drawer 10
Wichita Falls TX 76307
BOLEY FEATHERSTON INSURANCE
817-723-7111
INSURED
PHARR CONSTRUCTION COMPANY INC
1 DBA PHARR AND COMPANY
P O BOX 2791
LUBBOCK TX 79408
DATE (NMIDOmI
(` PBARC 1 09/29/95
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.
COMPANY
A
COMPANY
B
COMPANY
C
COMPANY
D
COMPANIES AFFORDING COVERAGE
TRINITY UNIVERSAL INSURANCE CO
TX WORKERS COMP INSURANCE FUND
NORTHBROOK PROPERTY & CASUALTY
€ �sAr�nfauca -..
.:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
GENERALDATE (MMIDONY) DATE (MMIDDrfY)
GENERAL LIABILITY GENERAL AGGREGATE s2,000,000
A X COMMERCIAL GENERAL LIABILITY TXP9827710 11/01/94 11/01/95 PRODUCTS - COMP/OPAGG 12,000,000
CLAIMS MADE ® OCCUR PERSONAL & ADV INJURY 1 1, 000, 000
A X OWNER'S d CONTRACTOR'SPROT BINDER** 09/28/95 09/28/96 EACH OCCURRENCE 1 1, 000, 000
FIFiE DAMAGE (Any one tire) 1 50,000
MED EXP (Any one person) $ 51000
A
f
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
TCA9827711
X
X
X
GARAGE LIABILITY
ANY AUTO
11/01/94 I 11/01/95 1 COMBINED SINGLE LIMIT I 1 1, 000, 000
EXCESS LIABILITY
A X UMBRELLA FORM U09827712 11/01/94
OTHER THAN UMBRELLA FORM
B WORKERS COMPENSATION AND
i EMPLOYERS' LIABILITY
ITHE PROPRIETOR/ INCL TSF114395 11/01/94
4r1, PARTNERSIEXECUTNE
OFFICERS ARE: REXCL
OTHER
BODILY INJU
Pori Penton)
RY I 1 I
BODILY INJURY I 1 I
(Pen accident)
PROPERTY DAMAGE 1 1
AUTO ONLY - EA ACCIDENT
1
OTHER THAN AUTO ONLY:
EACH ACCIDENT
$
AGGREGATE
1-
11/01/95
EACH OCCURRENCE
s2,000,000.
AGGREGATE
/
1
11/01/95
STATUTORY LIMITS
EACH ACCIDENT
1 1, 000, 000
DISEASE-POLK:YUMIT
11,000,000
DISEASE - EACH EMPLOYEE
41,000,000
C BUILDERS RISK 72327572 11/01/94 11/01/95
REPORTING FORM
s
DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/SPECIAL ITEMS
OCP LIMITS: $500,000 OCCURRENCE6500 000 AGGREGATE
BID #13359 A.B. DAVIS PARTY HOUSE kiNOVATION
CITY OF LUBBOCK
P 0 BOX 2000
1 LUBBOCK TX 79457
750,000 JOB
11500,000 CAT
LUBB 0 03 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEIIID BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
30 DAYS WRIT m NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
BOLEY
CITY OF LUBBOCK
INSURANCE REQUIREMENT AFFIDAVIT
To Be Completed by Appropriate Insurance Agent/Broker
Prior to Award of Contract
I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have been reviewed
by me with the below identified Contractor. If the below identified Contractor is awarded this contract by the City of
Lubbock, I will be able to, within ten (10) days after being notified of such award by contractor, furnish a valid insurance
certificate to the City meeting all of the requirements defined in this bid/proposal.
Agent (Signature) Agent (Print)
Name of Agent/Broker: _
Address of Agent/Broker:
City/State/Zip:
Agent/Broker Telephone #: ( )
Date
CONTRACTOR'S NAME:
(Print or Type )
CONTRACTOR'S ADDRESS:
NOTE TO AGENT/BROKER
If this time requirement is not met, the City has the right to reject this bid/proposal and award the contract to
another contractor. If you have any questions concerning these requirements, please contact the Purchasing
Manager for the City of Lubbock at (806)767-2165.
BID #13359 - A.B. DAVIS PARTY HOUSE RENOVATION
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
(13) 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;
(7) post a notice on each project site informing all persons providing services on the project that they are required to be
covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice
does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be
printed in at least 19 point normal type, and shall be in both English and Spanish and any other language common
to the worker population. The text for the notices shall be the following text provided by the commission on the
sample notice, without any additional words or changes:
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 S 12/440- 3789 to receive information on the legal requirement for
coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to
provide coverage." and
(8) contractually require each person with whom it contracts to provide services on a project, to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any
coverage agreements for all of its employees providing services on the project, for the duration of the
project;
(B) provide a certificate of coverage to the contractor prior to that person beginning work on the project;
(C) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule;
(D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends during the
duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during the
duration of the project;
(F) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter,
(G) notify the governmental entity in writing by certified mail or personal delivery, within 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
CH) 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. ❑
IL L-
CONTRACT
STATE OF TEXAS
COUNTY OF LUBBOCK
r THIS AGREEMENT, made and entered into this 14th day of Sentember,1995, 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
F referred to as OWNER, and PHARR & COMPANY of the City of Labboek, County of Lubbock, and the State of Texas
hereinafter termed CONTRACTOR.
WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed
by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby
agrees with OWNER to commence and complete the construction of certain improvements described as follows:
BID 013359 - A.B. DAVIS PARTY HOUSE RENOVATION - $43,500.00
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
year and day first above written.
dime?s —Representative
..., • ORM-
1
•
ATTEST:
Corporate Secretary
r
By:
0
mas, in the
PRE TED NAME: J f'
*) �(_ Ah 4r. Ir-
TITLE: A—e 5 / a6 `tT
Phan & Comparry
P.O. Box 2791
Lubbock, Texas 79408
GENERAL CONDITIONS OF THE AGREEMENT
r
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 Party, is used, it shall be understood
to mean the person, persons, co -partnership or corporation, to -wit: PHARR CONSTRUCTION COMPANY, 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
JOHN WEBB, LANDSCAPE ARCHITECT. City of Lubbock, under whose supervision these contract documents,
including plans and specifications, were prepared, and 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.
4. CONTRACT DOCUMENTS
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement,
Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any),
Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his inspection in
accordance with the Notice to Bidders.
-5. INTERPRETATION OF PHRASES
Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of
like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of
the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like
import shall mean approved by or acceptable or satisfactory to the Owner's Representative.
6. SUBCONTRACTOR
The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for
performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any
Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents,
but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor.
7. WRITTEN NOTICE
Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm
or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address
known to him who gives the notice.
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 speed, all materials shall be
new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory
evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known,
technical or trade meaning shall be held to refer such recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been
made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor
miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this
work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout
of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not
relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to him and he
shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress of quality of the executed work and
to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to
make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will he be responsible for
the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His
efforts will be directed towards providing assurances for the Owner that the completed project will conform to the
requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform the work in
accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the
progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever necessary for the commencement of the
work contemplated by these contract documents or the completion of the work contemplated by these contract documents.
Whenever necessary, Contractor shall suspend his work in order to permit 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
Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative
shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to
r0 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 uses, 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.
1S. 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
r ` 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
plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer,
supervisor or inspector, the Contractor may within six (6) days make written appeal to the Owner's Representative for his
decision.
r. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the
work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's
Representative. The superintendent shall represent the Contractor in his absence and all directions given to him shall be
binding as if given to the Contractor. Adequate supervision by competent and reasonable representatives of the Contractor
is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations
of the Contractor.
The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all
risk in connection therewith shall be borne by the Contractor.
The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of his agents or employees, or any other persons performing any of the work.
17. CONTRACTOR'S UNDERSTANDING
�• It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and location of
the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of
equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions,
and all other matters which in any way effect the work under this contract. No verbal agreement or conversation with any
officer, agent, or employee of the Owner, either before or after the execution of this contract, shall effect or modify any of
the terms or obligations herein contained.
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.
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.
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.
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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 O amces
Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in fiull
accordance with this contract. It is farther 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.
If such changes or alterations diminish the quantity of the work to be done, they shall notconstitute 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 (15%) 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
r. account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property
Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the
Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of
r" the actual field cost shall be kept and records of these accounts shall be made available to the Owner's Representative. The
Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type
and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless
otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless
otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General
Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be
incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall
cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements
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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
or property, on account of any negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the
execution and supervision of said contract, and the project which is the subject matter of this contract, on account of the
failure of Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be required to
pay any judgment with costs which maybe 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.
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f 28. CONTRACTOR'S INSURANCE
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.
r" 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 (with exclusion "c" waived)
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. Builders Risk Insurance
The Contractor shall obtain a Builders Risk policy in the amount of 100% of the total contract price (100% of
potential loss) naming the City of Lubbock as insured.
E. Umbrella Liability Insurance
The Contractor shall have Umbrella Liability Insurance in the amount of $500,000 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
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 overage period, file a new certificate of coverage
with the governmental entity showing that overage 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 overage, prior to that person beginning work on the project, so the governmental
entitywill have on file certificates of overage showing overage for all persons providing
services on the project; and
(b) no later than seven days after receipt by the contractor, a new certificate of overage showing
extension of overage, if the overage period shown on the current certificate of coverage ends
during the duration of the project.
6 The contractor shall retain all required certificates of overage 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.
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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
r- 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,
(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
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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
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compliance with the above insurancerequirements, signed by an authorized representative of the insurance
company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date borne by such
certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such
certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the named insured at the
address shown in the bid specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of
the policies shown on the certificate. .
(7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job --
specifications. No substitute of nor amendment thereto will be acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to complete project.
(9) A Contractor shall:
(a) provide coverage for its employees providing services on a project, for the duration of the project
based on proper reporting of classification codes and payroll amounts and filling of any coverage
agreements; _
(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 contractoes current
certificate of coverage ends during the duration of the project;
(d) obtain from each person providing services on a project, and provide to the governmental entity:
(i) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project, and
(ii) no later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter,
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days
after the contractor knew or should have known, of any change that materially affects the
provision of coverage of any person providing services on the project;
(g) post a notice on each project site informing all persons providing services on the project that they
are required to be covered, and stating how a person may verify current coverage and report _
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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,
r• and shall be in both English and Spanish and any other language common to the worker
population. The tent 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 projec4 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 verb 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;
(ii) provide a certificate of coverage to the contractor prior to that person beginning work on
the project;
(iii) include in all contracts to provide services on the project the language in subsection (e)
(3) of this rule;
(iv) provide the contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(v) obtain from each other person with whom it contracts, and provide to the contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) prior to the end of the coverage period, a new certificate of coverage showing
extension of the coverage period, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(vi) retain all required certificates of coverage on file for the duration of the project and for
one year thereafter,
(vii) notify the governmental entity in writing by certified mail or personal delivery, within
10 days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
r" (viii) contractually require each other person with whom it contracts, to perform as required
by paragraphs (A) - ft with the certificate of coverage to be provided to the person for
whom they are providing services.
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29. DISABLED EMPLOYEES
Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990, and agree
not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to
job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and
other terms, conditions, and privileges of employment.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALMEN, AND FURNISHERS OF
MACHINERY, EQUIPMENT AND SUPPLIES
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any demands of
subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment,
power tools, all suppliers, including commissary, incurred in the furtherance of the performance of this contract. When
Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated
have been paid, discharged or waived
If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those
designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after
demand is made, then Owner may, during the period for which such indebtedness 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.
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 speed 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 infringement.
32. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations,
which in any manner effect the contract or the work, and shall indemnify and save harmless the Owner against any claims
arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the
Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners'
Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work.
If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without
such notice to the Owner's Representative, he shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the
same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into
contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein.
33. ASSIGNMENT AND SUBLETTING
The Contractor further agrees that he will retain personal control and will give his personal attention to the fulfillment of
this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in
the performance of this contract, shall not relieve the Contractor from his full obligations to the Owner, as provided by this
contractual agreement.
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34. T1ME FOR COMPLETION AND LIOUTDATED 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 $200.00 (TWO
HUNDRED DOLLARS), 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 further agreed and understood between the Contractor and Owner that time is of the essence of this contract.
35. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be
allowed to prosecute his work at such time and sessions, in such order of precedence, and in such manner as shall be most
conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the
work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications,
and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done,
either by contract or by his own force, the Owner's Representative may direct the time and manner of constructing work
done under this contract so that conflicts will be avoided and the construction of the various works being done for the
Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which
r-► 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 submit such written request to
the City Council of the City of Lubbock for their consideration. Should the Contractor disagree with the action of City
Council on granting an extension of time, such disagreement shall be settled by arbitration as hereinafter provided.
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
Punished 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 fnnished 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 orseriously 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.
The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's
Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final
payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of this
�., agreement. It is understood, however, that in case the whole work be near to completion, and this fact is certified to by
Owner's Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the
` Contractor, the Owner may upon written recommendation of Owner's Representative pay a reasonable and equitable portion
of the retained percentage due Contractor.
43. FINAL COMPLETION AND ACCEPTANCE
Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work has been
completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said
time, if the work be found to be completed or substantially completed in accordance with the contract documents, the
Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the
duty of the Owner within thirty-one (31) days to issue a certificate of acceptance of the work to the Contractor.
44. FINAL PAYMENT
Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and
prepare a final statement of the value of all work performed and materials 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 WTI'E*MLD
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. TDAE OF FILING CLAIMS
It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in
writing and filed with the Owner's Representative within fifteen (15) days after the Owner's Representative has given any
directions, order or instruction to which the Contractor desires to take exception. The Owners' Representative shall reply to
such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal
from the decision of the Owner's Representative, any demand for arbitration shall be filed with the Owner's Representative
and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's
Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of
the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents.
49. ABANDONMENT BY CONTRACTOR
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 Owner's Representative,
when such orders are consistent with this contract, this Agreement, or the Specifications hereto attached, then the Surety on
the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the
Contractor.
After receiving said notice of abandonment, the Contractor shall not remove from the work any machinery, equipment,
tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for
work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of
the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra
Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of
such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement.
In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for within ten
(10) days after service of such notice, then the Owner may provide for completion of the work in either of the following
elective manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and 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
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{ (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a
general circulation in the County of location of the work, may let the contract for the completion of the work under
substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to
the Owner under the new contract as compared to what would have been the cost under this contract, such increase
shall be charged to the Contractor and the Surety shall be and remain bound therefore. However, should the cost to
complete any such new contract prove to be less than that which would have been the cost to complete the work
under this contract, the Contractor or his Surety shall be credited therewith.
When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and certificates of
completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A complete itemized
statement of the contract accounts, certified to by Owner's Representative as being correct 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
r 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
�r 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
r 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 shall be required to furnish a performance bond and payment bond in accordance with Article 5160,
Vemon's Annotated Civil Statutes in the amount of 100% of the total contract price, in the event said contract price exceeds
$25,000.00. If the contract price does not exceed $25,000.00, the statutory bonds will not be required. All bonds, if
required, shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to
do business in the State of Texas. And it is further agreed that this contract shall not be in. effect until such bonds are so
r` famished.
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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
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 #2502
January 8, 1987
Agenda Item #18
DGV:da
RESOLUTION
WHEREAS, the City Council has heretofore established the general
prevailing rate of per diem wages for each craft or type of workmen or
mechanics needed to execute public works contracts for the City of Lubbock
in accordance with the provisions of Vernon's Ann.Civ.St., Art. 5159a; and
WHEREAS, such wage rates were established by Resolution No. 719
enacted February 12, 1981, updated by Resolution No. 1590 enacted February
23, 1984; and
WHEREAS, such rates need to be updated at the present time in order
to reflect the current prevailing rate of per diem wages; NOW THEREFORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the general prevailing rate of per diem wages for public works
contracts shall be as set forth in the following named exhibits, which
exhibits shall be attached hereto and made a part hereof for all intents
and purposes:
Exhibit A: Building Construction Trades
Exhibit B: Paving and Highway Construction Trades
Exhibit C: Electrical Trades
Exhibit D: Overtime Rate
Exhibit E: Weekend and Holiday Rate
Such wage rates are hereby found and declared to be the general prevailing
rate of per diem wages in all localities where public works are undertaken
on behalf of the City of Lubbock and such wage rates shall be included in
all public works contracts as provided by law.
Passed by the City Council this
anett6-Boyd, City Secretary
APPROVED T ONTENT:
0
BUT P yne, D rector of Building
Services
8th day of January , 1987.
,—,f e . & - huo�
B.C. McMINN, MAYOR
APPROVED AS TO FORM:
�_�Giver, First
Assistant City Attorney
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EXHIBIT A
City of Lubbock
Building Construction Trades
Prevailing Rates
Craft
Hourly Rate
Acoustical Ceiling Installer
$11.60
`Air Conditioner Installer
8.35
Air Conditioner,Installer-Helper
5.50 .
Bricklayer
10.50
Bricklayer -Helper
5.00
Carpenter
11.00
Carpenter -Helper
5.50
Cement Finisher
7.35
Drywall Hanger
8.70
Electrician
10.50
Electrician -Helper
5.25
Equipment Operator -
Heavy
8.00
Light
- 5.70
Floor Installer
8.00
Glazier
7.50
Insulator, Piping/Boiler
9.50
Insulator -Helper
5.00
Iron Worker
7.30
Laborer, General
41:75
Mortar Mixer
5.60
Painter
8.75
Plumber
9.25
Plumber -Helper
6.00
Roofer,
7.65
Roofer -Helper
4.75
Sheet Metal Worker
8.75
Sheet Metal Worker -Helper
5.50
Welder - Certified
8.00
EXHIBIT B
Paving and Highway Construction
Prevailing Wage Rates
Craft
Asphalt Heaterman
Asphalt Shoveler
Concrete Finisher
Concrete Finisher -Helper
Electrician
Flagger
Form Setter
Form Setter -Helper
Laborer, General
Laborer, Utility
Mechanic
Mechanic -Helper
POWER EQUIPMENT OPERATORS
Asphalt Paving Machine
Bulldozer
Concrete Paving Machinist
Front End Loader
Heavy Equipment Operator
Light Equipment Operator
Motor Grade Operator
Roller
Scraper
Tractor
Truck Driver -
Light
Heavy
Hourly Rate
$5.25
4.75
7.35
4.75
10.50
4.75
6.50
5.50
4.75
5.80
6.50
6.00
6.00
5.25
6.50
5.85
6.40
6.40
8.00
5.25
5.25
5.50
5.25
5.25
EXHIBIT C
Electric Construction Trades
Prevailing Wage Rates
Craft _Hourly Rate _
Power Line Foreman $11.00
Lineman Journeyman 10.45
Lineman Apprentice Series 8690
Groundman Series 7.25
EXHIBIT D
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) is l 1/2
times base rate.
EXHIBIT E
Prevailing Wage Rates _
Weekend and Holiday Rate
The rate for weekend and holiday is 1 1/2 times base rate.
a
SPECIFICATIONS
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SECTION 2A1
SITE CLEARING
GENERAL
RELATED DOCUMENTS:
�,. The general provisions of the Contract, including Generaland
Supplementary Conditions and General Requirements (if any), apply
to the work specified in this section.
DESCRIPTION OF WORK:
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The extent of site clearing is shown on the drawings.
Site clearing work includes, but is not limited to, the following:
Protection of existing trees.
Topsoil stripping.
Clearing and grubbing.
Removing above -grade improvements.
JOB CONDITIONS:
Protection of Existing Improvements:Provide protections necessary
to prevent damage to existing improvements indicated to remain in
place.
Protect improvements on adjoining properties and on the owner's
property.
Restore damaged improvements to their original condition, as
acceptable to parties having jurisdiction.
Protection of Existing Trees and Vegetation: Protect existing trees
and other vegetation indicated to remain in place, against
unnecessary cutting, breaking or skinning''of roots,skinning and
bruising of bark, smothering of trees by stockpiling construction
materials or excavated materials within drip line, excess foot or
vehicular traffic, or parking of vehicles within drip line.
Provide temporary guards to protect trees and vegetation to be left
standing.
Water trees and other vegetation to remain within the limits of the
contract work as required to maintain their health during the
course of construction operations.
Provide protection for roots over 1-1/2" diameter cut during
r construction operations. Coat the cut faces with an emulsified
SITE CLEARING 2A1-1
r
asphalt, or other acceptable coating, formulated for use on damaged
plant tissues. Temporarily cover exposed roots with wet burlap to
prevent roots from drying out; cover with earth as soon. as
possible.
Repair or replace trees and vegetation damaged by construction
operations, in a manner acceptable to the Architect. Repair tree
damage by a qualified tree surgeon.
Replace trees which cannot be repaired and restored to full -growth
status, as determined by the tree surgeon.
EXECUTION . ,
.SITE CLEARING:
General: Remove vegetation, improvements,. or obstructions
interfering with installation of new construction. Remove such
items elsewhere on the site or premises as specifically indicated.
Removal includes stumps and roots.
Carefully and cleanly cut roots and branches of trees indicated to
be left standing, where such roots and. branches obstruct new
construction.
Topsoil: Topsoil is defined as friable clay loam surface soil
found in a depth of not less than-411. Satisfactory topsoil is
reasonably free of subsoil, clay lumps, stones, and other objects
over 2" in diameter, and without weeds, roots, and other
objectionable material.
Strip topsoil to whatever depths encountered in a manner to prevent
intermingling with the underlying subsoil or other objectionable
material.
Remove heavy growths of grass from areas before stripping.
Where trees are indicated to be left standing, stop topsoil
stripping a sufficient distance to prevent damage to the;main
root system.
Dispose topsoil the same;as waste material, herein specified.
Clearincr and Grubbing: Clear the site of trees, shrubs and other
vegetation, except for that indicated to be left standing.
-Removal of Improvements: Remove above -grade and below -grade
improvements necessary to permit construction, and other work as
indicated.
DISPOSAL OF WASTE MATERIALS:
SITE CLEARING 2A1-2
Burning on Owner's Property: Burning is not permitted on the
Owner's property.
Removal from Owner's Property: Remove waste materials and
unsuitable and excess topsoil from the Owner's property and dispose
of legally.
END OF SECTION
SITE CLEARING 2A1-3
r
E
4
SECTION 3A0
CONCRETE
Concrete Testing Service_ Employ acceptable testing
laboratory to perform materials evaluation, testing and
design of concrete mixes.
Quality Control: Perform sampling and testing during
concrete placement, which may include the following, as
directed by Architect. This testing does not relieve
Contractor of responsibility for providing concrete in
compliance with specifications. Contractor may perform
additional testing as necessary, at no expense to Owner, to
ensure quality of concrete.
Sampling: ASTM C 172.
Slump: ASTM C 173, one for each setof compressive
strength specimens.
Compressive Strength: ASTM C 39, one set for each 50
cu.yds, of fraction thereof of each class of concrete;
2 specimens tested at 7 days, 3 specimens tested at 28
days, and one retained for later testing if required.
When the total quantity of a given class of concrete is
less than'50 cu. yds., strength tests may be waived by
Architect if field experience indicates evidence of
satisfactory strength.
Test results will be reported in writing to Architect,
Contractor and Concrete Producer on same day tests are
made.
Mfr's Data: Submit mfr's product data with installation
instructions for proprietary materials including
reinforcement and forming accessories, admixtures, joint
materials, hardeners, curing materials and others as
requested by Architect.
r- Mix Proportions and Design: Proportion mixes by either
laboratory trial batch or field experience method
complying with ACI 301.
Submit written report to Architect for each proposed
concrete mix at least 15 days prior to start of work.
Do not begin concrete production until mixes have been
reviewed and are acceptable to Architect.
Mix design may be adjusted when material
characteristics, job conditions, weather, test results
or other circumstances warrant. Do not use revised
CONCRETE WORK 3A0-1
concrete mixes until submitted to and accepted by
Architect.
Use air -entering admixture in all concrete, providing
not less than 4% nor more than 8% entrained air for
concrete exposed to freezing and thawing, and from 2% to
4% for other concrete.
Concrete Materials:
Portland Cement: ASTM C 150, Type as required.
Aggregates: ASTM. C 33, except -local aggregates of proven
durability may be used when acceptable to Architect.
Water: Clean, drinkable.
Air -Entraining Admixture: ASTM C 260.
Water Reducing Admixture: ASTM C 494. Only use admixtures
which have I been tested and accepted in mix design, unless
otherwise acceptable.
Related Materials:
Moisture Barrier: Clear 8-mils thick polyethylene;
polyethylene -coated barrier paper; 1/8" thick asphalt core
membrane sheet.
Membrane -Forming Curing Compound: ASTM C 309, Type I.
Form Materials: Provide form materials with sufficient
stability to withstand pressure of placed concrete without
bow or deflection.
Exposed Concrete Surfaces: Suitable material to suit project
conditions.
Reinforcing Materials: 100% virgin polypropylene,
fibrillated fibers containing no reprocessed olefin materials
and specifically mfrd to an optimum gradation for use as
concrete secondary reinforcement. volume per cubic yard
shall equal a min. of 0.1% (1.5 pounds).
Fibrous concrete reinforcement shall be as mfrd by Fibermesh,
division of Synthetic Industries, 4019 Industry Drive,
Chattanooga, TN 37416.
Physical Characteristics: Specific Gravity:. 0.91;
Tensile Strength: 55 ksi; Fiber Length: graded per
mfr.
CONCRETE WORK 3AO-2
r Fibrous concrete reinforcement materials provided in this
Section shall produce concrete conforming to the requirements
for each type and class of concrete required, as indicated on
the drawings ad specified in Section 3AO where the concrete
is tested in accordance with ASTM C-94 and ASTM C-1116 type
III 4.1.3 and ASTM C-1116 (Ref: ASTM C-1018) Performance
Level I I5 outlined in Section 21 Note 17.
Fibrous concrete reinforcement materials provided in this
section shall be capable of achieving 'a two hour fire
resistance rating when tested under ASTM E-119-83 on Series
700, 800, and 900 Composite Metal Deck Assemblies. Fire
tests must be certified by UL, Southwest Certification
Services and Omega Point Laboratories, Inc.
exposed Concrete Surfaces: Suitable material to suit project
conditions.
Forming and Placing Concrete:
Ready -Mix Concrete: ASTM C 94.
Formwork: Construct so that concrete members and structures
are of correct size, shape, alignment, elevation and
position.
Provide openings in formwork to accommodate work of other
trades. Accurately place and securely support items built
into forms.
Clean and adjust forms prior to concrete placement. Apply
form release agents or wet forms, as required. Re -tighten
forms during concrete placement if required to eliminate
mortar leaks.
Joints: Provide construction, isolation, and control joints
as indicated or required.
Concrete Placement: Comply with ACI,k placing concrete in a
continuous operation within planned joints or sections. Do
not begin placement until work of other trades affecting
concrete is completed.
Consolidate placed concrete using mechanical vibrating
equipment with hand rodding and tamping, so that concrete is
worked around reinforcement and other embedded items and into
forms.
Protect concrete from physical damage or reduced strength due
to weather extremes during mixing, placement and curing.
In cold weather comply with ACI 318.
In hot weather, comply with ACI 318.
CONCRETE WORK 3AO-3
Concrete Finishes:
Non -Slip Broom Finish: Provide a medium` non -slip broom
finish to all exterior exposed concrete surfaces.
Curing: Begin initial curing as soon as free water has
disappeared from exposed surfaces. Where possible, keep _
continuously moist for not less than 72 hours. Continue
curing by use of moisture -retaining cover or membrane -forming
curing compound. Cure formed surfaces by moist curing until
forms are removed. Provide protections as required to _
prevent damage to exposed concrete surfaces.
'END OF SECTION
CONCRETE WORK 3AO-4
1
r SECTION 4A0
UNIT MASONRY WORK
r GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements, apply to the
work specified in this section.
DESCRIPTION OF WORK:
!^ The extent of each type of unit masonry work is shown on the
drawings and in schedules.
Job Mock -Up: Mock -Up: Prior to installation of masonry work, erect sample
wall panel mock-up using materials, bond and joint tooling required
for final work.
Each type of exposed unit masonry work.
Typical exterior face brick wall to match existing.
Where masonry is to match existing, erect panels parallel to
existing surface.
e JOB CONDITIONS•
Protection of Work: During erection, cover top of wall with heavy
waterproof sheeting at end of each days' work. cover partially
completed structures when work is not in progress.
r Extend cover a minimum of 24 inches down both sides and hold cover
1.
securely in place.
PM Stainin 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.
Cold Weather Protection: Remove any ice or snow formed on masonry
bed by carefully applying heat until top surface is dry to the
touch.
Remove all masonry determined to be frozen or damaged by freezing
conditions.
Perform the following construction procedures while the work is
progressing:
UNIT:MASONRY WORK 4A0-1
When air temperature is from.40F to 32F, heat sand or mixing
water to produce mortar temperatures between 40F and 120F.
When air temperature is from 32F to 25F, heat sand or water to
produce mortar temperatures between 40F and 120F; maintain
temperature of mortar on boards above freezing.
When air'temperature is from 25F to 20F, heat sand and mixing
water to produce mortar temperatures between 40F and .120F•
maintain temperature of mortar on boards -above freezing; use
salamanders or other heat sources on both sides of walls under
construction; use wind breaks when wind is, in excess of 15
mph.
When air temperature is 20F and below, heat sand and mixing
water to produce mortar. temperatures between 40F and 120F;
provide enclosures and auxiliary heat_ to maintain air
temperature above 32F; do not lay units which have a surface
temperature of 20F.
Perform the following protections for completed masonry and masonry
not being worked on:
When the mean daily air temperature is from 40F to 32F,
protect masonry from rain or snow for at least 24 hours by
covering with weather -resistive membrane. -
When mean daily air temperature is from 32F to 25F, completely
cover masonry with weather -resistive membrane for at least 24
hours.
When mean daily air temperature is from 25F to 20F, completely
cover masonry with insulating blankets or similar protection
for at least 24 hours.
When mean daily temperature is 20 F and below, maintain
masonry temperature above 32-F for 24 hours using enclosures
and supplementary heat, electric heating blankets,, infrared
lamps, or other acceptable methods.
PRODUCTS:
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.
.BRICK: Match existing.
Facing Brick: Wherever shown to "match existing", provide face
brick of matching color, texture and size as existing adjacent
brickwork.
":UNIT MASONRY WORK 4AO-2
ro-
r MASONRY ACCESSORIES:
Individual Wire Ties for Masonry: For exterior walls, fabricate
from either AISI Series 300 stainless steel or hard -drawn copper
wire, ASTM B1, except increase metal thickness approximately 20%
for hard -drawn copper wire.
r Plastic Weepholes: Unless otherwise indicated, provide 1/4" round
x 4" long medium density polyethylene plastic tubes to form
weepholes.
EXECUTION
INSPECTION:
Masonry Installer must examine the areas and conditions under which
masonry is to be installed and notify the Contractor in writing of
conditions detrimental to the proper and timely completion of the
work. Do not proceed with the work until unsatisfactory conditions
have been corrected in a manner acceptable to masonry Installer.
INSTALLATION,_ GENERAL:
�.. Thickness: Build masonry construction to the full thickness shown,
except, build single-wythe walls (if any) to the actual thickness
of the masonry units, using units of nominal thickness shown or
specified.
4 Cut masonry units with motor -driven saw designed to cut masonry
with clean sharp, unchipped edges. Cut units as required to
�^ provide pattern shown and to fit adjoining work neatly. Use full
units without cutting wherever possible.
Wet clay brick having ASTM C 67 absorption rates greater than 0.025
oz. per sq. in. per minute.
Frozen Materials and Work: Do not use frozen materials or
materials mixed or coated with ice or frost. For masonry which is
specified to be wetted, comply with the BIA recommendations. Do
not build on frozen work. Remove and replace masonry work damaged
by frost or freezing.
Do not lower the freezing point of mortar by use of admixtures or
antifreeze agents.
Do not use calcium chloride in mortar or grout.
Pattern Bond: Lay exposed masonry in the bond pattern shown, or -if
not shown, lay in running bond vertical joint in each course
centered on units in courses above and below. Lay concealed
.► masonry with all units in a wythe bonded by lapping not less than
211. Bond and interlock each course of each wythe at corners,
unless otherwise shown.
UNIT MASONRY WORK 4AO-3
A
Match coursing, bonding, color, and texture of new masonry
work with existing work, where indicated.
Lay-up walls plumb and true and with courses level, accurately
spaced and coordinated with other work.
Stopping and Resuming Work: Rack back 1/2-masonry unit length in
each course, do not tooth. Clean exposed surfaces of set masonry,
wet units lightly (if specified to be wetted), and remove loose
masonry units and mortar prior to laying fresh masonry.
Built -In Work: Fill space between hollow metal frames and masonry
solidly with mortar.
Where built-in items are to be embedded in cores of hollow
masonry units, place a layer of metal lath in the joint below
and rod mortar or grout into core.`
MORTAR BEDDING AND JOINTING:
Mortar Mixes: ASTM C 270, Proportion Specifications, and of the
following types.
Use Type M mortar for masonry below grade and in contact with
earth, interior and exterior loadbearing walls.
Use type S mortar for exterior above grade loadbearing and non-
loadbearing walls, parapet walls, pavements, and for interior
loadbearing walls and non-loadbearing partitions.
Batch Control: 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 mortars with the maximum amount of water consistent with
workability to provide maximum tensile bond strength within the
capacity of the mortar.
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.
Lay brick and other solid masonry units with completely filled bed,
head and collar joints; butter ends with sufficient mortar to fill
head joints and shove into place. Do not slush head joints.
Joints: Maintain joint widths shown, .except for minor variations
required to maintain bond alignment. If not otherwise indicated,
UNIT MASONRY WORK 4AO-4
r
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 lightly 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.
Collar Joints: Fill joints between wythes solidly with mortar by
parging either the back of the facing, or the face of the backing,
and shove units solidly into parging.
ANCHORING MASONRY WORK:
Provide anchoring devices of the type shown as specified. If not
shown or specified, provide standard type for facing and back-up
involved.
Anchor single wythe masonry veneer to backing with metal ties as
follows:
r- Anchor veneer to structural members with metal anchors
embedded in masonry joints and attached to structure. Provide
anchors with flexible tie section, unless otherwise indicated.
Anchor veneer to wood structures with metal ties embedded in
masonry joints and nailed to wood studs or sheathing. Provide
not less than 1" air space between masonry veneer and wood
!'^ construction. Nail anchors through to studs.
Space veneer anchors as shown, or if not shown, space not more
than 24" o.c. vertically and horizontally. Provide additional
anchors within 1'-0" of openings and space not more than 3'-0"
around perimeter.
REPAIR. POINTING AND CLEANING:
Remove and replace masonry units which are loose, chipped, broken,
7 stained or otherwise damaged, or if units do not match adjoining
units as intended. Provide new units to match adjoining units and
install in fresh mortar or grout, pointed to eliminate evidence of
,.� replacement.
Pointing: During the tooling of joints, enlarge any voids or
holes, except weep holes, and completely fill with mortar. Point -
up all joints at corners, openings and adjacent work to provide a
neat, uniform appearance, properly prepared for application -of
caulking or sealant compounds.
Clean exposed brick masonry surfaces by the bucket and brush hand
cleaning method or by high pressure water method.
',., UNIT MASONRY WORK 4AO-5
No Text
r.
SECTION 6E0
CARPENTRY
GENERAL
RELATED DOCUMENTS:
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections,
apply to work of this section.
DESCRIPTION OF WORK:
The extent of the carpentry work is shown on the drawings.
OUALITY ASSURANCE:
Lumber Standard: Comply with PS 20
Plywood Standard: comply with PS 1.
Factory -mark each piece of lumber and plywood with type grade, mill
and grading agency, except omit marking from surfaces to be exposed
with transparent finish or without finish.
PRODUCT HANDLING:
Delivery and storage: Keep materials dry at all times. Protect
against exposure to weather and contact with damp or wet surfaces.
Stack lumber and plywood, and provide air circulation within
stacks.
JOB CONDITIONS:
Coordination: Fit carpentry work to other work; scribe and cope as
required for accurate fit. Correlate location of furring, nailers,
blocking, grounds and similar supports to allow proper attachment
of other work.
PRODUCTS:
MATERIALS:
Lumber: Nominal sizes are indicated, except as shown by detail
dimensions. Provide actual sizes as required by PS 20, for
moisture content specified for each use.
Provide dressed lumber, S4S, unless otherwise indicated.
Framing Lumber (2" through 4" thick): For light framing (less than
6" wide), provide "Stud" grade lumber for stud framing and
"Standard" grade for other light framing, any species.
CARPENTRY 6E0-1
Any species of the specified grade.
Exposed Boards: Where boards will be exposed in the finished work,
provide the following:
Moisture Content: 19% maximum, "S-DRY".
Concealed Boards: where boards will be concealed by other work,
provide lumber :of.19% maximum moisture content (S-DRY) and of
following species and grade:
Redwood Construction Common (RIS), Southern Pine No. 2 Boards
(SPIB), or any species graded Construction Boards (WCLIB or
WWPA).
Plywood:
Particleboard Underlayment:. Provide particleboard complying with
the requirements of NPA "Physical Property Specification for Mat
Formed Wood Particleboard for Floor Underlayment".
iscellaneous Materials:
Fasteners and Anchorages: Provide size, type, material and finish
as indicated and as recommended by applicable standards, complying
with applicable Federal Specification for nails, staples, screws,
bolts,nuts, washers and anchoring devices. Provide metal hangers
and framing anchors of the size and -,type recommended by the mfr.
for each use including recommended nails.
Building Paper: Asphalt saturated felt, non -perforated, ASTM D
226.
EXECUTION
INSPECTION: Installer must examine the.substrates and supporting
structure andthe conditions under which the carpentry work is to be
installed, and notify the Contractor in writing of conditions
detrimental to the work. Do not proceed with the installation
until unsatisfactory conditions have been corrected in a manner
acceptable to the Installer.
INSTALLATION:
General: Discard units of material with defects which impair
quality of work, and units which are. too small touse in
fabricating work with minimum joints or optimum joint arrangement.
Set carpentry work -accurately to required levels and lines, with
members plumb and true and accurately cut and fitted.
CARPENTRY 6EO-2
Securely attach carpentry work to substrate by anchoring and
fastening as shown and as required by recognized standards.
Countersink nail heads on exposed carpentry work and fill holes.
Use common wire nails, except as otherwise indicated. Use
finishing nails for finish work. Select fasteners of size that
will not penetrate members where opposite side will be exposed to
view or will receive finish materials. Make tight connections
between members. Install fasteners without splitting of wood;
predrill as required.
Wood Grounds, Nailers, Blocking and Sleepers: Provide wherever
shown and where required for screeding or attachment of other work.
Form to shapes as shown and cut as required for true line and level
of work to be attached. Coordinate location with other work
involved.
Attach to substrates as required to support applied loading.
Countersink bolts and nuts flush with surfaces, unless otherwise
shown. Build into masonry during installation of masonry work.
Where possible, anchor to formwork before concrete placement.
Provide permanent grounds of dressed, perservative treated, key -
bevelled 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.
Stud Framing:
General: Provide stud framing where shown. Unless otherwise
.. shown, use 2" x 4" wood studs spaced 16" o.c. with 4" face
perpendicular to direction of wall or partition. Provide single
bottom plate and double -top plates 2" thick by width of studs;
except single top plate may be used for non -load -bearing
partitions. Nail or anchor plates to supporting construction.
Construct corners and intersections with not less than 3 studs.
rw Provide miscellaneous blocking and framing as shown and as required
I for support of facing materials, fixtures, specialty items and
trim.
Frame openings with multiple studs and headers. Provide nailed
header members of thickness equal to width of studs. Set headers
on edge and support jamb studs.
END OF SECTION
CARPENTRY
6EO-3
#` SECTION 7J0
ROOFING
GENERAL
RELATED DOCUMENTS: The general provisions of the Contract,
including General and Supplementary Conditions and General
Requirements (if any), apply to the work specified in this
section.
DESCRIPTION OF WORK:
The extent of roofing; is shown on the drawings.
The following types of roofing are specified in this section:
Shingles.
OUALITY ASSURANCE:
Subcontract the roofing and associated work to a single firm,
called the Installer in this section, specializing in the
type(s) of roofing required, so that there will be undivided
responsibility for the performance of the work.
UL Rating: Provide materials and roofing systems which
have been tested, listed and labeled by-UL for the
following Class or Rating as roofing:
Provide "Class A" rating, except as otherwise indicated.
Provide "Class B" rating, except as otherwise indicated.
` Comply with insurance rating bureau requirements for Class or
Type of approved roofing as indicated.
r' Comply with FM Type I requirements.
'" Mfr. of BUR Materials: Obtain primary BUR materials from a
single mfr., who publishes complete information on the
required "BUR System", and offers to guarantee or bond the
7 completed roofing installation as required. Obtain secondary
materials from sources acceptable to the mfr. of the primary
BUR materials.
Manufacturer: One of the following:
Bird & Son, Inc.
Celotex Corp.
Certain -Teed Products Corp.
Lloyd A, Fry Roofing Co.
GAF Corp.
Johns -Manville Corp (J-M Corp.)
ROOFING
7JO-1
Koppers Co..,__Inc.
Owens-Corning Fiberglas Corp.
Tampko Asphalt Prod., Inc.
SUMBITTALS:
Mfr's Data: For information only, submit 2 copies of
specifications and installation instructions from the mfr.
for each major roofing product or system required. Include
data substantiating compliance with the requirements.
Indicate by transmittal form that the Installer has received
copy of mfr's installation instructions and recommendations.
samples: Submit 3 samples of each of the following roofing
materials, exposed as roof finish. Samples will be reviewed
by Architect for color and texture only. Compliance with
other requirements is the exclusive responsibility of the
Contractor.
shingles, mfr's unit sizes.
Mfr's Guarantee: Provide standard mfr's service or
maintenance guarantee with all available options and flashing
endorsement, signed by an authorized representative of the
mfr.
JOB CONDITIONS: Proceed with roofing work only after
substrate construction and penetrating work have been
completed.
Weather Conditions: Proceed with roofing work only when
weather conditions are in compliance with mfr's recommended
limitations, and when conditions will permit the work to
proceed in accordance with requirements and the mfr's
recommendations.
PRODUCTS
SHINGLES:
Asphalt Shingle Roofina Materials:
Class "A" Asphalt Shingles: Mineral surfaced asphalt
shingles bearing UL Class "A" label, color and pattern
selected by Architect weighing not less than-300 lbs. per
sq., self-adhesive tabs.
Fasteners (Nails): Type and size recommended by shingle mfr..
Asphalt saturated Felt: ASTM D26, 15-lb. type.
EXECUTION
ROOFING 7JO-2
.ff• PREPARATION OF SUBSTRATE: The Installer must examine the
surface condition of the substrate and the conditions under
which roofing work is to be performed, and notify the
Contractor in writing of unsatisfactory conditions. Do not
nroceed with the work until unsatisfactory conditions have
been corrected in a manner acceptable to the Installer.
._
Clean the substrate of projections and substances detrimental
to the work.
Apply a slip sheet of 5-lb red rosin -sized paper over wood
l' board/timber substrates where shown or recommended by the
roofing materials mfr.
Coordinate roofing with flashing and other adjoining work to
ensure proper sequencing of the entire work.
INSTALLATION
1.
General: Comply with the instructions and recommendations of
the roofing materials mfr., except to the extent more
stringent requirements are indicated.
Performance: It is required that roofing work be watertight
for normal weather exposures, and not deteriorate in excess
of normal weathering.
Installation of Shingles:
General: Except as otherwise indicated, install shingles as
recommended by shingle mfr. Provide course of underlayment
on substrate before installation of shingles. Provide
accessory items as shown and as required to make a complete
installation of shingle roofing, including flashings
integrated with the shingle work.
PROTECTION:
The Installer shall advise the Contractor (in writing) of
recommended protection for roofing during the remainder of
the construction period, so that the work will be without
damage or deterioration (except for normal weathering) at the
time of acceptance.
END OF SECTION
ROOFING 7JO-3
1
i
SECTION SA0
GLASS AND GLAZING
GENERAL
RELATED DOCUMENTS:
The general provision of the contract, including General and
Supplementary Conditions and General Requirements apply to the work
specified in this section.
DESCRIPTION OF WORK:
The extent of glass and glazing work is indicated on drawings, and
by provisions of this section.
The types of work or locations requiring glass and glazing include
(but are not necessarily limited to) the following:
"Store front" construction.
SUBMITTALS:
Mfr's Data: Submit mfr's product specifications, including
documentation of compliance with requirements, and instructions for
handling, storing, installing, cleaning and protecting each type of
glass and glazing material.
JOB CONDITIONS:
*- Inspection: Glazier must examine framing and substrate work to
receive glass and glazing materials, and conditions under which
glass is to be installed, and notify Contractor in writing of
conditions detrimental to proper completion of the work. Do not
proceed with glazing until unsatisfactory conditions have been
corrected in a manner acceptable to Glazier.
Weather: Do not proceed with glazing under adverse weather
4 conditions. Install liquid sealants when temperatures are within
lower or middle third of temperature range recommended by mfr.
PRODUCTS
Plastic Sheet Glazing: Provide clear plastic sheet glazing of
thicknesses indicated equal to that mfrd. by "Lexan, Inc."
GLAZING SEALANTS AND COMPOUNDS:
General: Provide color of exposed sealant/compound indicated or if
not otherwise indicated, as selected by Architect from mfr's
standard colors, or black if no color is so selected. Comply with
mfr's recommendations for section of hardness, depending upon the
GLASS AND GLAZING
BA0-1
location of each application, conditions at time of installation,
and performance requirements as indicated. Select materials, and
variations or modifications, carefully for compatibility with
surfaces contacted in the installation.
1-Part Polyurethane Glazing Sealant: Elastomeric polyurethane
sealant complying with FS TT-S, Class A, non -sag. Provide color as
selected by Architect from mfr's standard colors.
EXECUTION
STANDARDS AND PERFORMANCE:
Watertight and airtight installation of each piece of glazing is
required, except as otherwise shown. Each installation must
withstand normal temperature changes, wind loading, impact loading
(for operating sash and doors), without failure including loss or
breakage of glazing, failure of sealants or gaskets to remain
watertight and air -tight, deterioration of glazing materials and
other defects in the work.
Protect glazing from edge damage during handling and installation,
and subsequent operation of glazed components of the work.
Glazing channel dimensions as shown are intended to provide for
necessary bite on glass, minimum edge clearance and adequate
sealant thicknesses, with reasonable tolerances. The Glazier is
responsible for correct glass size for each opening, within
tolerance and necessary dimensions.
Comply with combined recommendations of glass mfr. and mfr. of
sealants and other materials used in glazing, except where more
stringent requirements are shown or specified, and except where
mfr's technical representatives direct otherwise.
Comply with "Glazing Manual" and other applicable publication by
Flat Glass Marketing Association except as shown and specified
otherwise, and except as specifically recommended otherwise by mfrs
of glass and glazing materials.
Inspect each piece of glass immediately before installation, and
discard pieces which have significant edge damage or face
imperfections.
Unify appearance of each series of lights by setting each piece to
match others as nearly as possible. Inspect each piece and set
with pattern, draw and bow oriented in the same direction as other
piece.
PREPARATION FOR GLAZING:
Clean glazing channel and other framing members to receive glass,
GLASS AND GLAZING 8AO-2
!^"
immediately before glazing.` Remove coatings
which
are not firmly
bonded to substrate. Remove lacquer from
metal
surfaces where
elastomeric sealants are used.
Apply primer or sealer to joint surfaces
where
recommended by
sealant mfr.
f
GLAZING:
Install setting blocks of proper size in sill
rabbet, located 1/4th
�-
of glass width from each corner. Set blocks
in
thin course of
heel -bead compound, if any.
�. Provide spacers inside and out, of proper size and spacing, for
glass sizes larger than 50 united inches, except where gaskets are
used for glazing. Provide 1/8" minimum bite of spacers on glass
and use thickness equal to sealant width, except with sealant tape
use thickness slightly less than final compressed thickness of
tape.
!^ Voids and Filler Rods: Prevent exudation of sealant or compound by
forming voids or installing filler rods in channel at heel of jambs
and head (do not leave voids in the sill channels), except as
otherwise indicated and depending on light size, thickness and type
of glass, and complying with mfr's recommendations.
Force sealants into channel to eliminate voids and to ensure
complete "wetting" or bond of sealant to glass and channel
surfaces.
Tool exposed surfaces of glazing liquids and compounds to provide
a substantial "wash" away from glass. Install pressurized tapes
and gaskets to protrude slightly out of channel, so as to eliminate
dirt and moisture pockets.
Clean and trim excess glazing materials from glass and stops or
frames promptly after installation, and eliminate stains and
discolorations.
CURE, PROTECTION AND CLEANING:
Cure glazing sealants and compounds in compliance with mfr's
instructions and recommendations, to obtain high early bond
strength, internal cohesive strength and surface durability.
Remove and replace glazing which is broken, chipped, cracked,
abraded or damaged in other ways during construction period,
including natural causes, accidents and vandalism.
Maintain glazing in a reasonably clean condition during
construction, so that it will not be damaged by corrosive action
and will not contribute (by wash -off) to deterioration of glazing
materials and other work. Comply with mfr's instructions.
GLASS AND GLAZING 8AO-3
i'
4
SECTION 8J1
CUSTOM HOLLOW METAL WORK
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including .General and
Supplementary Conditions and General Requirements, apply to the
work specified in this section.
DESCRIPTION OF WORK:
The extent of custom hollow metal work is shown on the drawings and
schedules.
QUALITY ASSURANCE:
Provide custom hollow metal work manufactured by a single firm
specializing in the production of this type of work, unless
otherwise acceptable to the Architect.,
Manufacturer: Provide custom hollow metal work by one of the
following:
Allied Steel Products; Fenestra Divs, Marmon Group, Inc.;
Overly Mfrg. Co.; Pioneer Industries; Trussbilt, Inc.;
Williamsburgh Steel Products Co.
SUBMITTALS:
Product Data: Submit mfr's specifications for fabrication and
installation, including data substantiating that products comply
with requirements.
DELIVERY, STORAGE AND HANDLING:
Deliver hollow metal work cartoned or crated to provide protection
during transit and job storage.
Inspect hollow metal work upon delivery for damage. Minor damages
j may be repaired provided the finish items are equal in all respects
to new work and acceptable to the Architect; otherwise remove and
replace damaged items as directed.
PRODUCTS
MATERIALS•
Hot -Rolled Steel Sheets and Strips: Commercial quality carbon
steel, pickles and oiled, complying with ASTM A569 and ASTM A568.
CUSTOM HOLLOW METAL WORK 8J1-1
ru
Cold -Rolled Steel Sheets: - Commercial quality carbon steel,
complying with ASTM A366 and ASTM A568.
Supports and Anchors: Fabricate of not less than 16 gage sheet
metal. Galvanize after fabrication units to be built into exterior
walls, complying with ASTM A153, Class B.
Inserts, Bolts and Fasteners: MfrIs standard units, except hot -dip
galvanize items to be built into exterior walls, complying with
ASTM A153, Class C or D as applicable.
Shop -Applied Paint: Rust -inhibitive enamel or paint, either air -
drying or baking, suitable as base for specified finish paints on
steel 'surfaces
FABRICATION:
Fabricate hollow metal units to be rigid, neat in appearance, and
free from defects, warp, or buckle. Accurately form metal to
required sizes and profiles.Wherever practicable,
fit and assemble units in the mfr's plant. -Clearly identify work
that cannot be permanently factory -assembled before shipment, to
assure proper assembly at theproject site. Weld exposed joints
continuously; grind, dress, and make smooth, flush, and invisible.
Metallic filler to conceal manufacturing defects is not acceptable.
Exposed Fasteners:' Unless otherwise indicated, provide countersunk
flat Phillips or Jackson heads for exposed screws and bolts.
Finish Hardware Preparation: Prepare hollow metal units to receive
mortised and concealed finish hardware, including cutouts,
reinforcing, drilling and ''tapping in accordance with final Finish
Hardware Schedule and templates provided by hardware supplier.
Comply with applicable requirements of ANSI A115 series
specifications for door and frame preparation for hardware.
Reinforce hollow metal units to receive surface -applied hardware.
Drilling and tapping for surface=applied finish hardware may be
done at project site.
Locate finish hardware as shown on.final shop drawings, or if not
shown, in accordance with "Recommended -Locations, for Builder's
Hardware", published by Door and Hardware Institute.
Shop Painting: Clean, treat, and paint exposed surfaces of
fabricated hollow metal units, including galvanized surfaces, but
excluding stainless steel surfaces.
Clean steel surfaces of mill scale, rust, oil, grease, dirt, and
other foreign materials before application,of paint..
Apply pretreatment to cleaned metal surfaces, using cold phosphate
CUSTOM HOLLOW METAL WORK 8J1-2
solution (SSPC-PT2), hot phosphate solution (SSPC-PT4) or basic
zinc chromate -vinyl butyryl solution (SSPC-PT3).
Apply shop coat of prime paint within time limits recommended by
pretreatment mfr. Apply a smooth coat of even consistency to
provide a uniform dry film thickness of not less than 2.0 mils.
EXECUTION
INSPECTION:
Installer must examine substrate and conditions under which hollow
metal work is 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:
Install hollow metal units and accessories in accordance with final
shop drawings, mfr's data, and as herein specified.
Placing Frames: Set frames accurately in position, plumbed,
aligned, and braced securely until permanent anchors are set.
After wall construction is complete, remove temporary braces and
spreaders leaving surfaces smooth and undamaged.
END OF SECTION
CUSTOM HOLLOW METAL WORK 8J1-3
SECTION 8K0
WOOD DOORS
GENERAL
RELATED DOCUMENTS
The general provision of the contract, including General and
Supplementary Conditions and General Requirements (if any), apply
to the work specified in this section.
DESCRIPTION OF WORK:
The extent and location of each type of wood door is shown on the
drawings and in schedules sometimes by the abbreviation WdW or
other abbreviations as indicated herein.
The types of doors required include the following:
Solid core flush wood doors.
Factory -fitting to frames (prefitted) and factory -preparation for
hardware (premachining) for wood doors is included in this section.
OUALITY ASSURANCE:
General: Comply with the requirements of the following standards
unless otherwise indicated.
NWMA Industry Standard I.S. 1 "Wood Flush Doors" of the National
Woodwork Mfr's Assocation.
Transparent Finish: Where doors are shown or scheduled to receive
transparent finish, omit factory marking and provide certification
of door quality if markings would be visable after finishing.
Custom Fabricated Stile and Rail Doors: AWI "Architectural
Woodwork Quality standards" of the Architectural Woodwork
Institute.
SUBMITTALS:
Mfr's Data: submit door mfr's product data specifications and
installation instructions for each type of wood door required,
including other data as may be required to show compliance with
specified requirements. Transmit copy of each instruction to the
Installer.
Warranty: submit written agreement in door mfrIs standard form
signed by the Mfr., Installer and Contractor, agreeing to repair or
replace defective doors which have warped (bow, cup or twist) or
which show photographing of construction below in face veneers, or
do not conform to tolerance limitations of NWMA.
WOOD DOORS 8KO-1
PRODUCT DELIVERY. STORAGE AND HANDLING:
Protect wood doors during transit, storage and handling to prevent
damage, soiling and deterioration. Comply with the "On -Site Care"
recommendations of NWMA pamphlet "Care and finishing of Wood Doors"
and with mfr's instructions.
PRODUCTS
Exposed Face Materials: Provide same material on both faces of
individual doors, unless otherwise indicated.
INTERIOR SOLID CORE FLUSH WOOD DOORS:
Solid Core Flush Wood Doors:
Materials and Fabrication: Provide door construction for non -fire -
rated doors complying with referenced standards and the
requirements which follow:
Core Construction: Solid wood -block, wood particleboard, or
mineral with wood lock blocks, as -required by door mfr. to
comply with the specified warranty period.
Face Panels: Mfr's standard 2 or 3 ply face panels, match
existing.
Adhesive Type: Provide the following:
Type I waterproof bond.
Type II water-resistant bond.
Exposed Surfaces for Paint Finish: Where solidcoreinterior wood
doors are shown or scheduled to receive a `transparent finish,
provide exposed edges and other exposed solid wood components of
the same species as face verneers, unless otherwise indicated.
Provide mfr's standard thickness face veneers to match existing.
PREFITTING AND PREPARATION FOR HARDWARE:
Prefit and premachine wood doors at the factory.
Comply with the tolerance requirements of NWMA for prefitting.
Machine doors for hardware requiring cutting of doors. Comply with
final hardware schedules and door frame shop drawings and with
hardware templates and other essential information required to
ensure proper fit of doors and hardware.
EXECUTION
INSPECTION:
Installer must examine door frames and verify that frames are
WOOD DOORS 8R0-2
the correct type and have been installed as required for proper
hanging of corresponding doors and notify the Contractor in writing
of conditions detrimental to the proper and timely installation of
wood doors. Do not proceed with installation until unsatisfactory
conditions have been corrected in a manner acceptable to the
Installer.
i
INSTALLATION:
Condition doors to average prevailing humidity in installation area
prior to hanging.
Hardware: For installation see 8S-Series sections of these
specifications.
Mfr's Instructions: Install wood doors in accordance with mfr's
instructions and as shown.
F
Prefit Doors: Fit to frames and machine for hardware to whatever
extent not previously worked at factory as required for proper fit
and uniform clearance at each edge.
Clearance: For non -fire doors provide clearances of 1/8" at jambs
and heads; 1/8" at meeting stiles for pairs of doors; and 1/2" from
bottom of door to top of decorative floor finish or covering.
Where threshold is shown or scheduled, provide 1/4" clearance from
bottom of door to top of threshold.
Job Site Finished Doors: See painting sections of these specs. for
requirements for finishing wood doors.
ADJUST AND CLEAN:
Operation: Rehang or replace doors which do not swing or operate
freely, as directed by the Architect.
Finished Doors: Refinish or replace doors damaged during
installation, as directed by the Architect.
Protection and Completed Work: Advise Contractor of proper
procedures required for protection of installed wood doors from
damage or deterioration until acceptance of the work.
END OF SECTION
WOOD DOORS
8R0-3
r
7
r
F
SECTION 8L3
ALUMINUM DOORS AND FRAMES
GENERAL
RELATED DOCUMENTS
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements (if any), apply
to the work specified in this section.
DESCRIPTION OF WORK:
The extent of each type of aluminum doors and frames is shown on
the drawings and in schedules.
The following types of aluminum doors and frames are required.
Frames for exterior entrances, and glazed panels.
QUALITY ASSURANCE:
Standards: Comply with the requirements and recommendations in
applicable specifications and standards by NAAMM, AAMA AND AA,
including the terminology definitions, and specifically including
the "Entrance Manual" by NAAMM, except to the extent of more
stringent requirements are indicated.
Manufacturer: Provide units produced by a firm with not less than
5 years of successful experience in the fabrication of aluminum
entrance doors and frames, of the type required for this project.
Wind Loading: Fabricate exterior door and frame units to withstand
the wind pressure loading shown or, if not shown, 20 lbs. per sq.
ft. on the gross area of the frames, doors, panels and glass,
acting inward and also acting outward.
Weather Resistance: Fabricate exterior door and frame units,
including weatherstripping and thresholds (if any), to prevent the
uncontrolled penetration of air and water under normal severe
weather conditions.
Uncontrolled penetration of water is defined as the interior
accumulation in any one hour of more than 0.01 gas. of water
per lin. ft. of operable door perimeter, during heavy rain (1
gal/s.f./hr.) with wind velocity of 25 mph.
Uncontrolled penetration of air is defined as the infiltration
of air at:a rate in excess of 0.5 cu. ft. of air per minute
per lin. ft. of operable door perimeter, during direct
exposure to a wind velocity of 25 mph.
ALUMINUM DOORS AND FRAMES
8L3-1
N
PRODUCTS
MATERIALS AND ACCESSORIES:
Aluminum Extrusions: Provide alloy and temper as recommended by
mfr. for strength, corrosion resistance, application of required
finish and control of color, but not less than 22,000 psi ultimate
tensile strength._ Provide main extrusions of not less than 0.125"
wall thickness, except as otherwise indicated._
Fasteners: Aluminum, non-magnetic stainless steel or other non-
corrosive metal fasteners guaranteed by the mfr. to be compatible
with the doors, frames, stops, panels, hardware, anchors and other
items being fastened. For exposed 'fasteners (if any), provide
Phillips flat -head screws with finish matching the item fastened.
Do not use exposed fasteners except where unavoidable for the
assembly of units, and unavoidable for the application of
hardware. Provide only concealed screws in glazing stops.
Steel reinforcement and Brackets: Mfr's standard formed or
fabricated steel units, of shapes, plates or bars; with 2.0 oz.
hot -dip, zinc coating complying with ASTM A123, applied after
fabrication.
Inserts: For required anchorage into concrete or masonry work,
furnish inserts of cast iron, malleable iron or 12 gage steel hot -
dip galvanized after fabrication.
Expansion Anchor Devices: Lead -shield or 'toothed -steel, drilled -
in, expansion bolt anchors.
Bituminous Coatings: Cold -applied asphalt mastic complying with
SSPC-PAINT 12, compounded for 30-mil thickness per coat.
sealants and Gaskets: Provide sealants and gaskets in the
fabrication, assembly and installation of the work, which are
recommended and guaranteed by the mfr. to remain permanently
elastic, non -shrinking, non -migrating and weatherproof for the life
of the building.
Glazing Materials: Refer to 8A-Series sections for gaskets and
sealants required for the installation of glass and "glazed" panels
at the project,site .
HARDWARE:
supplier: Except as indicated otherwise herein, refer to the
Hardware sections of these specifications, and to the frame, door
and hardware schedules and details, for hardware items which will
be furnished by the mfr. of the doors and frames for installation.
FABRICATION:
ALUMINUM DOORS AND FRAMES 8L3-2
i
1'r General
Sizes and Profiles: The required sizes for door and frame units,
!— and the profile requirements are _shown on the drawings. Variable
dimensions (if any) are indicated along with maximum and minimum
dimensions as required to achieve design requirements and
coordination with other work.
The details shown are based upon standard details by one or
more mfrs. It is intended that similar details by other mfrs.
will be acceptable, provided they comply with the size
requirements, and with minimum/maximum profile requirements as
shown.
Coordination of Fabrication: Wherever possible, check the actual
frame or door openings in the construction work by accurate field
measurement before fabrication, and show recorded measurements on
final shop drawings. However, coordinate fabrication schedule with
construction progress as directed by Contractor and avoid delays of
the work. Where necessary, proceed with fabrication without field
measurements, and coordinate installation tolerances to ensure
proper fit of door and frame units.
Conceal fasteners, wherever possible, except as otherwise shown.
Maintain continuity of line and accurate relation of planes and
angles. provide secure attachment and support at mechanical
joints, with hairline fit of contacting members.
Reinforce the work as necessary for performance requirements, and
for support to the structure. Separate_ dissimilar metals with
bituminous paint or preformed separators which will prevent
corrosion. Separate metal surfaces at moving joints with no -
metallic separators to prevent "freeze-up" of joints.
Weatherstripping: Where exterior door stiles or head rails do not
close against fixed stops equipped with, compression
weatherstripping, provide sliding weatherstripping, retained in an
adjustable strip in a mortise centered in the edge of the door.
Provide heavy-duty, hollow, compression weatherstripping in
the bottom -rail, adjustable for contact with the threshold.
Provide tubular frame members, fabricated with mechanical joints of
heavy inserted reinforcing plates and concealed tie -rods or j-
bolts, in accordance with mfr's standard fabrication methods; or
fabricate with structurally welded joints, at mfr's option.
ALUMINUM FINISHES:
�.. General:
ALUMINUM DOORS AND FRAMES SL3-3
fi
Preparation: After fabrication of doors and frames, but before
lamination of panels, prepare the aluminum surfaces for finishing
in accordance with the .aluminum producer's recommendations and
standards of the finisher or processor. Process all components of
each assembly simultaneously to attain complete uniformity of
color.
Samples: Match the Architect's ample for color and texture
requirements, except .for finishes which -are indicated to comply
with, industry standard colors and texture samples. Establish
samples of 'the required finish, for Architect's acceptance, prior
to fabrication of the work. The Architect reserves the right to
reject material finishes with objectionable variations from the
established samples.
Painted Finishes:
Primed for Paint Finish: NAAMM AA-M10C12C42R1x; cleaned with
inhibited chemicals, acid -chromate -fluoride -phosphate conversion
coatings, followed immediately with epoxy -resin based baked -on
primer to form a.dry film thickness of 2.0mils.
Refer to 9T-Series sections for requirements of final paint
application at project site.
EXECUTION
INSTALLATION:
Set units plumb, level and true to line, without warp or rack of
frames, doors or panels. Anchor securely in place. Separate
aluminum and other corrodible metal surfaces from -'sources I of
,corrosion or electrolytic action at points of contact with other
materials.
Set sill members and other members in -a bed of compound as shown,
or with joint fillers or gaskets as shown to provide;weathertight
construction.
Refer to Glass Glazing sections for installation of glass and other
panels shown to be "Glazed" into doors and frames, and not
preglazed by mfr.
Clean aluminum surfaces promptly after installation of frames and
doors, exercising care to avoid damage of the protective coating
(if any). Remove excess glazing and sealant compounds, dirt and
other substances.
END OF SECTION
ALUMINUM DOORS AND FRAMES 8L3-4
SECTION 8S0
BUILDERS HARDWARE
GENERAL
RELATED DOCUMENTS:
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections,
apply to work of this section.
DESCRIPTION OF WORK:
Definition: "Builders Hardware" includes items known commercially
as builders hardware which are required for swing, sliding and
folding doors, except special types of unique and non -matching
hardware specified in the same section as the door and door frame.
OUALITY ASSURANCE:
Acceptable Designs: The last article of this section indicates
products which are of acceptable design for primary exposure (lock
sets, etc). Do not change the selection of products except with
Architect's acceptance.
Supplier. A recognized builders hardware supplier who has been
furnishing hardware in the project's vicinity for a period of not
less than 2 years, and who is, or'•employs an experienced hardware
consultant who is available, at reasonable times during the course
of the work, for consultation about project's hardware
requirements, to Owner, Architect and Contractor.
SUBMITTALS:
Product Data: Submit mfr's technical information for each item of
hardware. Include whatever information may necessary to show
compliance with requirements, and include instructions for
installation and for maintenance of operating parts and finish.
Wherever needed, furnish templates to fabricators of other work
which is to recieve finish hardware. Transmit copy of applicable
data to the Installer.
Hardware Schedule: Submit 5 copies of the hardware schedule in
manner and format specified, complying with the actual construction
progress schedule requirements (for each draft). Hardware
schedules are intended for coordination of work. Review and
acceptance by the Architect or owner does not relieve the
Contractor of his exclusive responsibility to fulfill the
requirements as shown and specified.
Include a separate key schedule, showing clearly how the Owner's
final instructions on keying of locks have been fulfilled.
BUILDERS HARDWARE 850-1
PRODUCT HANDLING:
Packaging of hardware, on a set by set basis, is the responsibility
of the supplier. As material is received by the hardware supplier
form the various mfrs, sort and repackage in containers marked with
the hardware set number. Two or more identical sets may be packed
in the same container.
JOB CONDITIONS:
Coordination: Coordinate hardware with other work. Tag each item
or package separately, with identification related to the final
hardware schedule, and include basic installation instruction in
the package. Furnish hardware items of proper design for use on
doors and frames of.the thicknesses, profile, swing,,' -security and
similar requirements indicated, as necessary for proper
installation and function. .Deliver individually packaged hardware
items at the proper times to the proper locations (shop or project
site) for installation.
PRODUCTS
MATERIALS AND FABRICATION:
General:
Hand of Door: The drawings show,
hand of-eachdoor leaf. Furnish
installation and operation of the
the direction of slide, swing or
each item of hardware for proper
door movement as shown.
Base Metals: Produce hardware units of the basic metal and forming
method indicated, using the mfr's standard metal alloy,
composition, temper and hardness, but in no case of
lesser (commercially recognized) quality than specified for the
applicable hardware units by FS FF-H-106, FS FF-G-111, FS FF-H-116
and FS FF-H-121., Do not furnish "optional" materials or forming
methods for those indicated, except as otherwise specified.
Fasteners: Manufacture hardware to conform to published templates,
generally prepared for machine screw installation. 'Do not provide
hardware which 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 the hardware
finish or, if exposed in surfaces of other work, - to match the
finish of such other work as closely as possible, including
"prepared for paint" in surfaces to receive painted finish.
Provide concealed fasteners for hardware units which are exposed
when the door is closed, except to the extent no standard units of
BUILDERS HARDWARE 8SO-2
the type specified are available with concealed fasteners. Do not
use through bolts for installation where the bolt head or the nut
on the opposite face is exposed in other 'work, except where it is
�^ not feasible to adequately reinforce the work.
EXECUTION
INSTALLATION:
Mount hardware units at heights indicated in "Recommended Locations
for Builders Hardware for Standard Steel Doors and Frames" by the
Door and Hardware Institute, except as specifically indicated or
required to comply with governing regulations, and except as may be
otherwise directed by Architect.
Install each hardware item in compliance with the mfr's
instructions and recommendations. Wherever cutting and fitting is
required to install hardware onto or into surfaces which are later
to be painted or finished in another way, coordinate removal,
storage and reinstallation or application of surface protections
with finishing work specified in the Division-9 sections. Do not
install surface -mounted items until finishes have been completed on
the substrate.
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 which are not factory -prepared for
anchorage fasteners. Space fasteners and anchors in accordance
with industry standards.
Cut and fit threshold and floor covers to profile of door
frames, with mitered corners and hair -line joints join units with
concealed welds or concealed mechanical joints. Cut smooth
openings for spindles, bolts and similar items, if any.
Screw thresholds to substrate with No. 10 or larger screws, of the
proper type for permanent anchorage and of bronze or stainless
steel which will not corrode in contact with the threshold metal.
At exterior doors, and elsewhere as indicated, set thresholds in a
bed of either butyl rubber sealant or polyisobutylene mastic
sealant to completely fill concealed voids and exclude moisture
from every source. Do not plug drainage holes or block weeps.
Remove excess sealant.
f" ADJUST AND CLEAN:
i
Adjust and check each operating item of hardware and each door, to
�., ensure proper operation or function of every unit. Replace units
which cannot be adjusted to operate freely and smoothly as intended
for the application made.
BUILDERS HARDWARE 8SO-3
R
r;.
Final Adjustment: Whereve hardware installation is made more than
one moth prior to acceptance or occupancy of a space or are, return
to the work 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.
Instruct Owner's Personnel in proper adjustment and maintenance of
hardware and hardware finishes, during the 'final adjustment of
hardware.
END OF SECTION
BUILDERS HARDWARE
8SO-4
r-
�""` SECTION 9D0
C GYPSUM DRYWALL
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements (if any) apply to
the work specified in this section.
DESCRIPTION OF WORK:
The extent of the gypsum drywall work (GypDw) is shown on the
drawings and in schedules, and is hereby defined to include gypsum
board work with a tape -and -compound joint treatment system known as
"drywall finishing" work.
OUALITY ASSURANCE:
Industry Standard: Comply with applicable requirements of GA-216
"Application and Finishing of Gypsum Board" by the Gypsum
Association, except where more detailed or more stringent
requirements are indicated including the recommendations of the
manufacturer.
Allowable Tolerances: 1/8" offsets between planes of board faces,
and 1/4" in 8'-0" for plumb, level, warp and bow.
Manufacturer: Obtain gypsum boards, trim accessories, adhesives
and joint treatment products from a single manufacturer, or from
manufacturer's recommended by the prime manufacturer of gypsum
" boards.
r PRODUCT HANDLING:
Deliver gypsum drywall materials in sealed containers and bundles,
fully identified with manufacturer's name, brand, type and grade;
store in a dry, well ventilated space, protected from the weather,
under cover and off the ground.
JOB CONDITIONS:
Installer must examine the substrates and the spaces to receive
gypsum drywall, and the conditions under which gypsum drywall is to
be installed; and shall notify the Contractor, in writing, of
conditions detrimental to the proper and timely completion of the
work. Do not proceed with the installation until unsatisfactory
conditions have been corrected in a manner acceptable to the
Installer.
Maintain ambient temperatures at not less than 55 degrees F., for
GYPSUM DRYWALL
9DO-1
r+
i
the period of 24 hours before drywall finishing, during
installation and until compounds are dry.
PRODUCTS
METAL SUPPORT MATERIALS:
General: To the extent not otherwise indicated, comply with Gypsum
Association Specification GA-203 "Installation of Screw -Type ISteel
Framing Members to Receive GypsumBoard" (as specified and
recommended) for metal system supporting gypsum drywall work.
Studs: ASTM C 645; 25 gage X 3-5/8" deep, except as otherwise
indicated.
Runners: Match studs; type recommended by stud manufacturer
for floor and ceiling support of studs, and for vertical
abutment of drywall work at other work.
Stud System Accessories: Provide stud manufacturer's standard
clips, shoes, ties, reinforcements, fasteners and other
accessories as needed for a complete stud 'system.
GYPSUM BOARD PRODUCTS:
General: To the extent not otherwise indicated, comply with GA-216
as specified and recommended.
Exposed Gypsum Board (GypBd): (Also known as gypsum wallboard.)
Regular type with tapered long edges.
Edge Profile: Special rounded or beveled edge.
Sheet Size: Maximum length available which will minimize end
joints.
Thickness: 1/211, except where otherwise required by existing
conditions.
JOINT TREATMENT MATERIALS:
General: ASTM C 475; type recommended by the manufacturer for the
application indicated, except as otherwise indicated.
Grade:, 2 separate grades; one specifically for bedding tapes
and filling depressions, and one for topping and sanding.
Joint Compound: On interior work provide chemical -hardening -type
for bedding and filling, ready -mixed vinyl -type or non -casein -type
for topping.
EXECUTION
GYPSUM DRYWALL 9DO-2
i
Install runner tracks at floors, ceiling and structural walls and
columns where gypsum drywall stud system abuts other work.
Space studs 16" o.c., except as otherwise indicated.
Door Frames: Install additional jamb studs at door frames as
�.
indicated, but not less than 2 studs at each jamb. Space jack
studs over door frames at same spacing as partition studs.
Space fasteners in gypsum boards in accordance with GA-216 and
manufacturer's recommendations, except as otherwise indicated.
INSTALLATION OF DRYWALL FINISHING:
General: Apply treatment at gypsum board joints (both directions),
flanges of trim accessories, penetrations, fasteners heads, surface
defects and elsewhere as required to prepare work for decoration.
Prefill open joints and rounded or beveled edges, using type of
compound recommended by manufacturer.
Apply joint tape at joints between gypsum boards, except where
I
a trim accessory is indicated.
Apply joint compound in 3 coats (not including prefill of
openings in base), and sand between last 2 coats and after
last coat.
PROTECTION OF WORK:
Installer shall advise Contractor of required procedures for
protection of the gypsum drywall work from damage and deterioration
during the remainder of the construction period.
END OF SECTION
GYPSUM DRYWALL
9DO-3
P" SECTION 9N0
RESILIENT FLOORING
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements (if'any), apply
to the work specified in this section.
DESCRIPTION OF WORK:
The extent of resilient flooring and accessories is shown on the
drawings and in schedules.
OUALITY ASSURANCE:
Wherever possible, provide resilient flooring and accessories
produced by a single manufacturer.
SUBMITTALS:
Manufacturer's Data; Resilient Flooring:For information only,
submit 2 copies of manufacturer's technical data and installation
instructions for each type of resilient flooring and accessory.
Transmit a copy of each installation instruction to the Installer.
Samples; Resilient Flooring: Submit 3 sets of samples of each
type, color and finish of resilient flooring and accessory
required. Provide full-size tile units and 12" square samples of
sheet flooring and 6" long sample of accessory. Include full range
of flooring color and pattern variation. Sample submittals will be
reviewed for color texture and pattern only. Compliance with all
other requirements is the exclusive responsibility of the
Contractor.
Maintenance Instructions; Resilient Flooring: Submit 2 copies of
manufacturer's written instructions for recommended maintenance
practices for each type of resilient flooring and accessories.
Replacement Material; Resilient Floors: After completion of work,
deliver replacement materials to the project site, as follows:
Tile flooring, not less than one box for each 50 boxes, or
fraction thereof, for each type, size, and color installed.
Furnish replacement materials from the same manufactured lot as the
materials installed.
r.., JOB CONDITIONS
RESILIENT FLOORING 9NO-1
Continuously heat areas to receive flooring to 70 degrees F. for at
least 48 hours prior to installation, when project conditions are
such that heating is required. Maintain 70 degrees F. temperature
continuously during and after installation as recommended by —
flooring manufacturer, but for not less than 48 hours.
PRODUCTS
COLORS AND PATTERNS:
Provide colors and patterns as shown or scheduled, or as selected
by Architect from manuffacturer's standards.
TILE FLOORING:
Vinyl Tile (VnT): FS SS-T-312, Type III, 12" X 12" X 1/8" gage,
unless otherwise indicated.
ACCESSORIES:
Resilient Base (RsBs): Provide vinyl base complying with FS SS-W-
40, Type II, with matching end stops and preformed or molded corner
units, as follows:
Hei t 4".
Thickness: 1/8" gage.
Style: Standard top -set cove.
Resilient Edge Strips (RsEdStp): 1/8" thick, homogenous vinyl of
rubber composition, tapered or bullnose edge, as required, color to
match flooring, or as selected by Architect from standard colors
available; not less than l" wide.
Adhesives (Cements): As recommended by flooring manuffacturer to
suit material and substrate conditions.
Concrete Slab Primer: Non -staining type as recommended by flooring
manufcturer.
EXECUTION
INSPECTION:
Installer must examine the areas and conditions under which
resilient flooring and accessories are to be installed and notify
the Contractor in writing of conditions detrimental to the proper
and timely completion of the work. Do not proceed with the work
until unsatisfactory conditions have been corrected in a manner
acceptable to the Installer.
PREPARATION:
RESILIENT FLOORING 9NO-2
Prior to laying flooring, broom clean or vacuum surfaces to be
covered and inspect subfloor. Start of flooring installation
indicates acceptance of subfloor conditions and full responsibility
for completed work.
Use leveling compound as recommended by flooring manufacturer
r. for filling small cracks and depressions in subfloors.
Perform moisture tests on concrete slabs to determine that
concrete surfaces are sufficiently cured and ready to receive
flooring.
l
Apply concrete slab primer, if recommended by flooring
manufacturer prior to application of adhesive. Apply in
compliance with manufacturer's directions.
INSTALLATION'
General: Install flooring after finishing operations, including
painting, have been completed and permanent heating system is
operating. Moisture content of concrete slabs, building air
temperature and relative humidity must be within limits recommended
by flooring manufacturer.
Where movable partitions are shown, install sheet flooring
before partitions are erected.
Place flooring with adhesive cement in strict compliance with
manufacturer's recommendations. Butt tightly to vertical surfaces,
thresholds, nosings and edgings. Scribe around obstructions and to
r produce neat joints, laid tight, even, and straight. Extend
flooring into toe spaces, door reveals, and into closets and
similar openings.
Maintain reference markers, holes, or openings that are in place or
plainly marked for future cutting by repeating on finish flooring
as marked on subfloor. Use chalk or other non -permanent marking
device.
Install flooring on covers for telephone and electrical ducts, and
other such items as occur within finished floor areas.
Maintain overall continuity of color and pattern with pieces of
,., flooring installed in these covers. Tightly cement edges to
perimeter of floor around covers and to covers.
Tightly cement flooring to subbase without open cracks, voids,
raising and puckering at joints, telegraphing of adhesive spreader
marks, or other surface imperfections.'
Tile Floors: Lay tile from center marks established with principal
walls, discounting minor offsets, so that tile at opposite edges of
r'
RESILIENT FLOORING 9NO-3
r
the room are of equal width. Adjust as_necessaryto avoid use of
cut widths less than 1/2 the at room perimeters. Lay tile square
to room axis, unless otherwise shown.
Match tiles for color and pattern by using tile from cartons in
same sequence as manufactured and packaged. Cut tile neatly to and
around all fixtures. Broken, cracked, chipped or deformed tile are
not acceptable.
Lay tile in "Checkerboard" fashion with grain reversed in
alternate tile. -
Accessories: Apply resilient base to walls, columns, pilasters,
-casework and -other permanent fixtures in rooms or areas where base
is required. Install base in as long lengths as practicable, with
preformed corner units, or fabricated from base materials with
mitered or coped inside corners. Tightly bond base to backing
throughout the length of each piece, with continuous contact at
horizontal and vertical surfaces.
On masonry surfaces, or other similar irregular surfaces, fill
voids along top edge of resilient wall base with
manufacturer's recommended adhesive filler material.
Place resilient edge strips tightly butted to flooring and secure
with adhesive. Install edging strips at all unprotected edges of
flooring, unless otherwise shown.
,:Apply overlap metal edge strips where shown on drawingst and after
flooring installation. secure units to substrate with countersunk
stainless steel ..anchors, complying with manufacturer's
recommendations.
Apply resilient accessories at stair systems as indicated and in
strict conformance to manufacturer's installation instructions.
CLEANING AND PROTECTION:
Remove any excess adhesive or other surface blemishes, using
neutral type cleaners.as recommended; by flooring manufacturer.
Protect installed flooring from damage by covering.
Finishing:. After completion of project and just prior to final
inspection of work, thoroughly clean floor and accessories.
Apply wax and buff, with type of wax, number of coats and buffing
procedures in compliance with flooring manufacturer's instructions.
END OF SECTION
RESILIENT FLOORING 9NO-4
r
7 SECTION 9T0
PAINTING
P"
GENERAL
RELATED DOCUMENTS:
The general provisions of the Contract, including General and
Supplementary Conditions and General Requirements (if any), apply
to the work specified in this section.
DESCRIPTION OF WORK:
Extent of painting work is shown on the drawings and schedules, and
as herein specified.
The work included painting and finishing of interior and exterior
exposed items and surfaces throughout the project, except as
otherwise indicated.
Surface preparation, priming and coats of paint specified are
in addition to shop -priming and surface treatment specified
under other sections of the work.
The work includes field painting of exposed bare and covered pipes
and ducts (including color coding), and of hangers, exposed steel
and iron work, and primed metal surfaces of equipment installed
under the mechanical and electrical work, except as otherwise
indicated.
"Paint" as used herein means all coating systems materials,
including primers, emulsions, enamels, stains, sealers and fillers,
and other applied materials whether used as prime, intermediate or
finish coats.
Paint exposed surfaces whether or not colors are designated in
"schedules", except where the natural finish of the material is
specifically noted as a surface not to be painted. Where items or
surfaces are not specifically mentioned, paint these the same as
adjacent similar materials or areas. If color or finish is not
designated, the Architect will select these from standard colors
available for the materials systems specified.
PAINTING NOT INCLUDED:_
The following categories of work are not included as part of the
field -applied finish work, or are included in other sections of
these specifications.
Shop Priming: Unless otherwise specified, shop priming of ferrous
metal items is included under the various sections for structural
steel, miscellaneous metal, hollow metal work, and similar items.
PAINTING 9TO-1
Also, shop -fabricated or factory -built mechanical and electrical
equipment or accessories.
Mechanical and Electrical Work: The painting of mechanical and
electrical work is specified in Division 15 & 16, respectively.
Pre -finished Items: Unless otherwise indicated, do not include
painting :when factory -finishing or installer finishing is specified
for such items -as (but �not limited to) metal toilet enclosures,
prefinished partition systems, acoustic materials, architectural
woodwork and casework, finished mechanical and electrical equipment
including light fixtures, switchgear and distribution cabinets,
elevator entrance frames, doors and equipment.
Concealed surfaces: Unless otherwise indicated, painting is not
required on surfaces such as walls or ceilings in concealed areas
and generally inaccessible areas, foundation spaces, furred areas,
utility tunnels, pipe spaces, duct shafts and elevator shafts.
Finished Metal surfaces: Metal surfaces of anodized aluminum,
stainless -steel, chromium plate, copper, bronze and similar
finished materials will not require finish painting, unless
otherwise indicated.
Operating Parts and Labels: Moving parts of operating units,
mechanical and electrical parts, such as valve- and damper
operators, linkages, sinkages, sensing devices, motor and fan
shafts will not require finish painting, unless otherwise
indicated.
Do not paint over any code -required labels, such as Underwriters'
Laboratories and Factory Mutual, or any equipment identification,
performance rating, name, or nomenclature plates.
SUBMITTALS•
,Manufacturer's Data: Submit mfr's technical information including
paint label analysis and application instructions for each material
proposed for use.
Samples: Submit samples for Architect's review of color and
texture only. Provide a listing of the material and application
for each coat of each finish sample.
On actual wall surfaces and other exterior and interior
building components, duplicate painted finishes of the
prepared samples. 'on at least 100 sq. ft. of surface as
directed, provide full -coat finish samples until required
sheen, color and texture is obtained; simulate finished
lighting conditions for review of in -place work.
DELIVERY AND STORAGE:
PAINTING 9TO-2
pa
Deliver all materials to the job site in original, new and unopened
packages and containers bearing mfr's name and label, and the
following information.
Name or title of material.
Fed. Spec. number, if applicable.
Mfr's stock number and date of mfr.
Mfr's name.
Contents by volume, for major pigment and vehicle.
Constituents.
Thinning instructions.
Application instructions.
Color name and number.
JOB CONDITIONS: Apply water -base paints only when the temperature
of surfaces to be painted and the surrounding air temperatures are
between 50 degrees F. and 90 degrees F. unless otherwise permitted
i by the paint mfr's printed instructions.
i Apply solvent -thinned paints only when the temperature of surfaces
to be painted and the surrounding air temperatures are between 45
degrees F. and 95 degrees F. unless otherwise permitted by the
paint mfr's printed instructions.
Do not apply paint in snow, rain, fog or mist; or when the relative
humidity exceeds 85%; or to damp or wet surfaces; unless otherwise
permitted by the paint mfr's printed instructions.
h,
Painting may be continued during inclement weather only if the
areas and surfaces to be painted are I enclosed and heated within the
temperature limits specified by the paint mfr. during application
and drying periods.
PRODUCTS:
COLORS AND FINISHES: Prior to beginning work, the Architect will
furnish color chips for surfaces to be painted.
Use representative colors when preparing samples for review.
Final acceptance of colors will be from samples applied on the
job.
Color Pigments: Pure, non -fading, applicable types to suit the
substrates and service indicated.
Lead content in the pigment, if any, is limited to contain not
more than 0.5% lead, as lead metal based on the total non-
volatile (dry -film) of the paint by weight.
r This limitation is extended to all interior surfaces and those
exterior surfaces, such as stairs, decks, porches, railings,
PAINTING
9TO-3
windows, and doors which are readily accessible to children
under seven years of age.
Paint Coordination: Provide finish coats which are compatible with
prime paints used. Review other 'sections of these"specifications
in which prime paints are to be provided to ensure compatibility of
total coatings system for various substrates. Upon request from
other trades, furnish information on characteristics of finish
materials proposed for use, to ensure compatible prime coats are
used. Provide barrier coats over incompatible primers or remove
and reprime as required. Notify the Architect in writing of any
anticipated problems using specified coating systems with
substrates primed by others.
MATERIAL QUALITY:
Provide best quality grade of the various types of coatings as
regularly manufactured by acceptable paint materials mfr's.
Materials not displaying the mfr's identification as a standard,
best -grade product will not be acceptable.
Mfr's products which comply with the coating qualitative
requirements of applicable Federal Specifications, yet differ
in quantitative requirements, may be considered for use only
when acceptable to the Architect. Furnish material data and
mfr's certificate of performance to the Architect for any
proposed substitutions.
Provide undercoat paint produced by the same mfr. as the finish
,coats. Use only thinners approved by the paint mfr., and use only
within recommended limits
EXTERIOR PAINT SYSTEMS:
Provide following paint systems for the various substrates, as
indicated.
Concrete Masonry Units:
EPS-4: 1st
Coat
- Surface
filler (TT-F-1098).
2nd
Coat
- Acrylic
emulsion (TT-P-19).
3rd
Coat
- Acrylic
emulsion (TT-P-19).
Not less than 2.5 mils dry film thickness,
excluding first coat.
General Painted Wood:
EPS-7: 1st Coat — Primer undercoat (TT-P-25).
2nd Coat - Exterior oil paint (TT-P-105)..
3rd Coat - Exterior oil paint (TT-P-105).
_Not less than 3.5 mils dry.film thickness.
PAINTING 9TO-4
I
r'
Painted Wood
Trim:
PS- •
1st Coat -
Primer undercoat (TT-P-25).
�•
2nd Coat -
Alkyd trim enamel (TT-P-37).
r
3rd Coat -
Alkyd trim enamel (TT-P-37).
Painted Plywood:
EPS-11:
1st Coat
- Surface sealer (TT-S-176).
2nd Coat
- Primer undercoat (TT-P-25).
ro
3rd Coat
- Acrylic emulsion (TT-P-19).
4th Coat - Acrylic emulsion (TT-P-19).
Ferrous Metal:
EPS-15:
ist Coat -
Red lead pigmented primer
(TT-P-86, Type
III).
2nd Coat -
High
gloss alkyd enamel
(TT-E-489).
3rd Coat -
High
gloss alkyd enamel
(TT-E-489).
First coat
not
required on items
delivered shop
primed.
Zinc -Coated Metal:
,EPS-20:
1st Coat -
Zinc
dust -zinc oxide primer (TT-P-641).
2nd Coat -
High
gloss alkyd enamel
(TT-E-489, Class
A).
3rd Coat -
High
gloss alkyd enamel
(TT-E-489, Class
A).
Aluminum:
EPS-21:
1st Coat -
Zinc
chromate primer (TT-P-645).
2nd Coat -
High
gloss alkyd enamel
(TT-E-489, Class
A).
3rd Coat -
High
gloss alkyd enamel
(TT-E-489, Class
A).
INTERIOR PAINT
SYSTEMS:
Provide the following paint systems for the various
substrates, as
indicated.
Gypsum Drywall Systems:
IPS-11: 1st
Coat
- Latex
primer (TT-P-650).
2nd
Coat
- Alkyd
enamel (TT-E-509).
3rd
Coat
- Alkyd
enamel (TT-E-509).
Not
'less
than 2.5
mils dry film thickness.,
r.
Zinc -Coated Metal:
PAINTING
t
9TO-5
7
IPS-22: 1st Coat - Zinc dust -zinc
2nd Coat - Interior latex
3rd Coat - Interior latex
Not less than 2.5 mils dry
Painted Woodwork and Hardboard:
oxide primer (TT-P-641).
emulsion (TT-P-29).
emulsion (TT-P-29).
film thickness.
IPS-25: 1st
Coat
- Enamel undercoat
(TT-E-543).
2nd
Coat
- Semi -gloss enamel
(TT-E-509).
3rd
Coat
- Semi -gloss enamel
(TT-E-509).
Transparent Finish Woodwork:
IPS-27: 1st Coat - Interior oil stain (TT-S-711).
2nd Coat - Bleached shellac (TT-S-300).
3rd Coat - Rubbing varnish (TT-V-86).
4th Coat - Rubbing Varnish (TT-V-86).
Fill open grained wood with filler complying with
RR-F-336, and wipe before first varnish coat.
(above may be revised on job as directed by
Architect to achieve desired results.)
EXECUTION:
INSPECTION: -
Applicator must examine the areaand conditions under which
painting work is to be applied and notify the Contractor in writing
of conditions detrimental to the proper and timely completion of
the work. Do not proceed with the work until unsatisfactory
conditions have been corrected in a manner acceptable to the
Applicator.
Starting of painting work will be construed as the Applicator's
acceptance of the surfaces and conditions within any particular
area.
Do not paint over dirt, rust, scale, grease, moisture, scuffed
surfaces, or conditions otherwise detrimental to the formation of
a durable paint film.
SURFACE PREPARATIONS:
General: Perform preparation and cleaning procedures in strict
accordance with the paint mfr's instructions and as herein
specified, for each particular substrate conditions.
Remove all hardware, hardware accessories, machined surfaces,
plates, lighting fixtures, and similar items in place and not to be
finish -painted, or provide surface -applies protection prior to
surface preparation and painting operations. Remove, if necessary,
for the complete painting of the items and adjacent surfaces.
PAINTING 9TO-6
Following completion of painting of each ,space or area, reinstall
the removed items by workmen skilled in the trades involved.
�^ Clean surfaces to be painted before applying paint or surface
treatments. Remove oil and grease prior to mechanical cleaning.
Program the cleaning and painting - so that contaminants from the
�.. cleaning process will not fall onto wet, newly -painted surfaces.
Cementitious Materials: Prepare cementitious surfaces of concrete,
concrete. block,`: cement plaster and cement -asbestos board to be
painted by removing all efflorescence, chalk, dust, dirt, grease,
u. oils, and by roughening as required to remove glaze.
Determine the alkalinity and moisture content of the surfaces to be
painted by performing appropriate tests. If the surfaces are found
to be sufficiently alkaline to cause blistering and burning of the
finish paint, correct this conditions before application of paint.
Do not paint over surfaces where the moisture content exceeds that
} permitted in the mfr's printed directions.
��-- Clean concrete floor surfaces scheduled to be painted with a
y' commercial solution of muriatic acid, or other etching cleaner,
flush floor with clean water to neutralize acid, and allow to dry
�- before painting.
Wood: Clean wood surfaces to be painted of all dirt, oil, or other
foreign substances with scrapers, mineral spirits, and sandpaper,
as required. Sandpaper smooth those finished surfaces exposed to
view, and dust off. Scrape and clean small, dry, seasoned knots
and apply a thin coat of white shellac or other recommended knot
sealer, before application of the priming coat. After priming,
fill holes and imperfections in finish surfaces with putty or
plastic wood -filler. Sandpaper smooth when dried.
Prime, stain, or sealwoodrequired to be job -painted immediately
upon delivery to job. Prime edges, ends, faces, undersides, and
backsides of such wood, including cabinets, counters, cases,
paneling, etc.
When transparent finish is required, use spar varnish for
backpriming.
Backprime paneling on interior partitions only where masonry,
plaster, or other wet wall construction occurs on backsides.
Seal tops, bottoms, and cut-outs of unprimed wood doors with a
heavy coat of varnish or, equivalent sealer immediately upon
delivery to job.
Ferrous metals: Clean ferrous surfaces, which are not
galvanized or shop -coated, of oil, grease, dirt, loose mill
scale and other foreign substances by solvent or mechanical
cleaning.
PAINTING
9TO-7
7
Touch-up shop -applied prime coats wherever damagedorbare,
where required by other sections of these specifications.
Clean and touch-up with the same type shop primer.
Galvanized Surfaces: Clean free of oil and surface
contaminants with an acceptable non -petroleum based solvent.
MATERIALS PREPARATION:
Mix and prepare painting materials in accordance with mfr's
directions.
Store materials not in actual use in tightly covered containers.
Maintain containers used in storage, mixing and application of
paint in a clean condition, free of foreign materials and residue.
Stir materials before application to produce a mixture of uniform
density, and stir as required during the application of the
materials. Do not stir surface film into the material. Remove the
film and if necessary, strain the material before using.
.APPLICATION:
General: Apply paint in accordance with the mfr's directions. Use
applicators and techniques best suited for the substrate and type
of material being applied.
Apply additional coats when undercoats, stains or'other conditions
show through the final coat of paint, until the paint film is of
uniform finish, color and appearance. Give special attention to
insure that all surfaces, including edges, corners, crevices,
welds, and exposed fasteners' receive a dry film thickness
equivalent to that of flat surfaces.
PAINTING 9T-9
Paint surfaces behind movable equipment and furniture the same as
similar exposed surfaces. Paint surfaces behind permanently -fixed
equipment or furniture with prime coat only before final
installation of equipment.
Paint interior`surfaces,of ducts, where visible through registers
or grilles, with a flat, non-specular black paint.
Paint the back sides of access^panels, and removable or hinged
covers to match the exposed surfaces.
Finish exterior doors on tops, bottoms and side edges the same as
the exterior faces, unless otherwise indicated.
Sand lightly between each succeeding enamel or, varnish coat.
Omit the first coat (primer) on metal surfaces which''have been
shop -primed and touch-up painted, unless otherwise indicated.
PAINTING 9TO-8
r
Scheduling Painting: Apply the first -coat material to surfaces
that have been cleaned, pretreated or otherwise prepared for
painting as soon as practicable after preparation and before
subsequent surface deterioration.
Allow sufficient time between successive coatings to permit proper
drying. Do not recoat until paint has dried to where it feels
firm, does not deform or feel sticky under moderate thumb pressure,
and the application of another coat of paint does not cause lifting
or loss of adhesion of the undercoat.
Minimum Coating Thickness: Apply each material at not less than
the mfrIs recommended spreading rate, to establish a total dry film
thickness as indicated or, if not indicated, as recommended by
coating mfr.
Prime Coats: Apply a prime coat of material which is required to
be painted or finished, and which has not been prime coated by
others.
Recoat primed and sealed surfaces where there is evidence of
suction spots or unsealed areas in first coat, to assure a finish
coat with no burn -through or other defects due to insufficient
sealing.
Stipple Enamel Finish: Roll and redistribute paint to an even and
fine texture. Leave no evidence of rolling such as laps,
irregularity in texture, skid marks, or other surface
imperfections.
r^ Pigmented (opaque) Finishes: Completely cover to provide an
J 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
k acceptable.
k Transparent (Clear) finishes: Use multiple coats to produce glass -
smooth surface film of even luster. Provide a finish free of laps,
cloudiness, color irregularity, runs, brush marks, orange peel,
nail holes, or other surface imperfections.
rProvide satin finish for final coats, unless otherwise
indicated.
CLEAN UP AND PROTECTION:
Clean-up: During the progress of the work, remove from the site of
all discarded paint materials, rubbish, cans and rags at the end of
each work day.
Upon completion of painting work clean window glass and other
paint -spattered surfaces. Remove spattered paint by proper methods
PAINTING 9TO-9
r
a
of washing and scraping, using care not to scratch or otherwise
damage finished surfaces.
Protection: protect work of other trades, whether to be painted or
not, against damage by painting and finishing work. Correct any
damage by cleaning, repairing or replacing, and repainting, as
acceptable to the Architect.
Provide "Wet Paint" signs as required to protect newly -painted
finishes. Remove temporary protective wrappings provided by others _
for protection of their work, after completion of painting
operations.
At the completion of work of other trades, touch-up and restore all
damaged or defaced painted surfaces.
END OF SECTION
PAINTING
9TO-10