HomeMy WebLinkAboutResolution - 4639 - Contract - Lydick-Hooks Roofing Company - LMCC Roof Replacement, Phase II - 10_20_1994Resolution No. 4639
October 20, 1994
Item #9
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 Lydick -Hooks Roofing Company to furnish and install all
materials as bid for the Lubbock Memorial Civic Center Roof Replacement - Phase II, 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 loth day of October 1994.
ATTEST:
etty. Johnson, fty Secretary
APPROVED AS TO CONTENT:
kzt
Victor Purc ing Manager
AS TO FORM:
Assistant City Attorney
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CITY OF LUBBOCK
SPECIFICATIONS FOR
CIVIC CENTER ROOF REPLACEMENT - PHASE II
BID #13053
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CITY OF LUBBOCK
Lubbock, Texas
ON
5-10
City of Lubbock
P.O. Box 2000
Lubbock, Texas 7J457
S06-767-2167
MAILED TO VENDOR
CLOSE DATE:
Office of
Purchasing
September 29,1994.
October 4,1994 @ 2 PAL
Bid #13053 - CIVIC CENTER ROOF REPLACEMENT - PHASE H
ADDENDUM # 3
Please modify or amend Contract Documents as per the enclosed two (2) sheets.:
1. Delete item #1, Addendum #1 and item #2, Addendum #2 in their entirety. Section 03.510
Poured QMsum Roof Deck is to remain as originally specified.
For additional information or clarification concerning this bid should be submitted in writing and directed
to Ron Shuffield, Senior Buyer.
YOU,
Ron Sheffield
Senior Buyer
PLEASE RETURN ONE COPY WITH YOUR BID
f t _ V
City of Lubbock
P.O. Box 2000
Lubbock. Texas 79457
e0E-767-2167
MAILED TO VENDOR:
CLOSE DATE:
Office of
Purchasing
September 23,1994
September 28,1994 at 2:00 p.m.
BID #13053 - CIVIC CENTER ROOF REPLACEMENT - PHASE H
ADDENDUM # 1
Please modify or amend Contract Documents as per the attached sheets.
1. Please find enclosed an events schedule for both the theater and exhibit hall events.
All requests for additional information or clarification concerning this bid should be submitted in writing
and directed to Ron Shuffield, Senior Buyer.
YOU
Ron Shuffield
Senior Buyer
PLEASE RETURN ONE COPY WITH YOUR BID
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374/94 ADDENDUM NUMBER ONE
Page 1 of 2
September 22, 1994
CIVIC CENTER ROOF REPLACEMENT - PHASE II
Bid # 13053
City of Lubbock, Texas
AAA Project Number 374/94
NOTICE TO ALL BIDDERS:
The following shall be incorporated into and become a part of the original Drawings and
Specifications of the above identified project. Please acknowledge receipt of this
Addendum by noting it on your Proposal.
ITEM #1: SPECIFICATIONS: Section 03.510 Poured Gypsum Roof Deck, page 2,
under heading 3.02 FORMBOARD SYSTEM, delete paragraph "B" in its entirety and
add the following:
�. "B. Formboards: size to fit snugly at edge and cut to fit accurately at wall, curbs,
and openings as required. Install with long side of boards supported on
flanges of subpurlins or joists and ends supported on framing members or
�• cross tees. The underside of the formboards at all locations where exposed
from the interior shall be painted dark bronze to match the color of existing
formboard and structure. Formboards shall be painted prior to installation.
r- The first coat of paint shall be equal to PPG 6-2 Speedhide Drywall Sealer.
The second and third coats shall be equal to PPG 80 Series Flat Latex Wall
Paint."
ITEM #2: SPECIFICATIONS: Section 07.520 Modified Bitumen. Roofing, page 3,
under heading 2.01 MATERIALS, subheading C. Roofing System Materials, add the
following paragraph:
"T Torch Applied Flashing Ply at Theatre roof (Roof Areas "G1" and "G2") shall
be equal to TAMKO AWAPI.AN HEAT WELDING Granule Surfaced
modified bitumen membrane, color shall be grey."
7
374/94 ADDENDUM NUMBER ONE
Page 2 of 2
PTEM #3: DRAWINGS: Sheets A-2, A-3 and A-4, add the following note to the Roof
Plans:
"All crickets shall be 1/2" per foot slope."
ITEM #4: DRAWINGS: Sheet A-4, at Detail 1/A-4 delete the 24 gauge galvanized
steel or .032" aluminum coverplate at joints in cap flashing. Seal gap between coping cap
pieces with polyurethane sealant.
ITEM #5: DRAWINGS: Sheet A-5, delete Detail 13/A-5 in its entirety and add Detail
13/A-5 Revised attached to this Addendum Number One.
End of Addendum Number One
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City of Lubbock
P.O. Box 2000
Lubbock, Texas 72457
606-767-2167
Office of
Purchasing
MAILED TO VENDOR: September 28,1994
OLD CLOSE DATE: September 28,1994 at 2:00 p.m.
NEW CLOSE DATE: October 4,1994 at 2:00 p.m.
BID #13053 - CIVIC CENTER ROOF REPLACEMENT - PHASE 11
ADDENDUM # 2
Please modify or amend Contract Documents as per the attached sheets.
1. Please note the new closing date of October 4,1994 at 2:00 p.m.
2. Delete reference to 3.02 "Formboard System" in its entirety. No painting of the
formboard is required.
All requests for additional information or clarification concerning this bid should be submitted in writing
and directed to Ron Shuffield, Senior Buyer.
THAW YOU,
/Reonhuffield
Senior Buyer
PLEASE RETURN ONE COPY WITH YOUR BID
CITY OF LUBBOCK
REQUEST FOR BIDS
FOR
TITLE: CIVIC CENTER ROOF REPLACEMENT - PHASE II
ADDRESS: LUBBOCK, TEXAS
BID NUMBER: 13053
PROJECT NUMBER: 9203-9211
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
INDEX
NOTICE TO BIDDERS
GENERAL INSTRUCTIONS TO BIDDERS
BID PROPOSAL - BID FOR LUMP SUM CONTRACTS
PAYMENT BOND
PERFORMANCE BOND
CERTIFICATE OF INSURANCE
CONTRACT
GENERAL CONDITIONS OF THE AGREEMENT
CURRENT WAGE DETERMINATIONS
SPECIFICATIONS
SPECIAL CONDITIONS
NOTICE OF ACCEPTANCE
r
NOTICE TO BIDDERS
r
NOTICE TO BIDDERS
BID #13053
Sealed bids addressed to Ron Shuffield, Senior Buyer, City of Lubbock, Texas, will be received at the office of the
Purchasing Manager, Municipal Bldg., 1625 13th St., Room L-04, Lubbock, Texas, 79401 until 2:00 o'clock p.m. on the 28th day
of September, 1994, or as changed by the issuance of formal addenda to all planholders, to famish all labor and materials and
perform all work for the construction of the following described project:
CMC CENTER ROOF REPLACEMENT - PHASE H
After the expiration of the time and date above first written, said sealed bids will be opened by the Buyer at his office and
publicly read aloud.
r! It is the sole responsibility of the bidder to insure that his bid is actually in the office of Purchasing Manager for the City of
Lubbock, prior to the expiration of the date above first written.
The City of Lubbock will consider the bids on the 13th day of October, 1994, at the Municipal Building, 1625 13th Street,
Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any
formalities. The successful bidder will be required to furnish a performance bond and payment bond in accordance with Article
5160, Vernon's Ann. Civil St., in the amount of 100% of the total contract price in the event that said contract price exceeds
$25,000.00. Said statutory bonds should be issued by a company carrying a current Best RatiAg of B or superior, as the rating of the
bond company is a factor that will be considered in determination of the lowest responsible bidder. If the contract price does not
exceed $25,000.00 the said statutory bonds will not be required.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check
issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without recourse to
the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder
will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of the contract to him.
It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local conditions
.� under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and
. considered in the preparation of the bid submitted.
The plans, specifications, proposal forms and contract documents may be examined at the office of the Purchasing Manager
for the City of Lubbock, 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.
There will be a pre -bid conference on 21st day of September,1994, at 10:00 o'clock a.m., in the Terrace Suite, Lubbock
Memorial Civic Center, 1501 6th Street, Lubbock, Texas.
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 L-04 at least 48 hours in advance of the meeting.
CITY F LUBBOCK
AONHUFFIEL
SENIOR BUYER
ADVERTISEMENT FOR BIDS
BID #13053
Sealed bids addressed to Ron Shuffield, Senior Buyer, Purchasing Department, City of Lubbock, Texas, will be received at
the Purchasing Office, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401 until 2:00 o'clock p.m. on the
28th day of September, 1994, 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:
CIVIC CENTER ROOF REPLACEMENT - PRASE II
After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Buyer and
publicly read aloud.
The plans, specifications, bid forms and contract documents may be examined at the office of the Purchasing Manager for
the City of Lubbock, Texas.
Attention of each bidder is particularly called to the Schedule of General Prevailing Rate of Per Diem Wages included in the
contract documents on file in the office of the Purchasing Manager of the City of Lubbock, Texas. Each bidder's attention is further
directed to the provisions of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning such wage
scales and payment by the contractor of the prevailing rates of wages as heretofore established by the City of Lubbock.
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement,
minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will
not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award.
There will be a prebid conference on the 21st day of September, 1994, at 10:00 a.m., in the Terrace Suite, Lubbock
Memorial Civic Center, 1501 6th Street, Lubbock, Texas.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock prebid 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 L-04 at least 48 hours in advance of the meeting.
GENERAL INSTRUCTIONS TO BIDDERS
GENERAL INSTRUCTIONS TO BIDDERS
r'= I. 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 Civic Center Roof Renlacement - Phase IT.
? 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
r• 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.
PIN
4. TIME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed within 300 (Three Hundred) 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.
PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract
documents.
+� 6. AFFIDAVITS OF BILLS PAID
G
The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an
r., affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by
the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been
notified.
h! 7. MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade will be
f; furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor
1 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.
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8. 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).
9. PLANS FOR THE CONTRACTOR
The contractor will be furnished one set of plans and specifications, and related contract documents for his use during
construction. Plans and specifications for use during construction will only be furnished 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.
10. 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 proposed
contract and all work in progress with bond amounts and percentage completed.
(b) A sworn statement of the current financial condition of the bidder.
(c) Equipment schedule.
11. TEXAS STATE SALES TAX
This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04
of the Texas Limited Sales, Excise and Use Tax Act.
The -Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be
incorporated into the work without paying the tax at the time of purchase.
12. PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to
exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground
structures which might or could be damaged by Contractor during the construction of the project contemplated by these
contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines
and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities
aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work
contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas,
at Contractor's expense.
13. 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
MI
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.
14. EXPLOSIVES
�,. The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City.
In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for
all damage which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are
authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall
further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of
construction activity.
Explosive materials shall not be stored or kept at the construction site by the Contractor.
In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be
the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the
site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable
the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however,
shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations.
15. CONTRACTOR'S REPRESENTATIVE
The successful bidder shall be required to have a responsible local representative available at all times while the work is in
progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number
where such local representative may be reached during the time that the work contemplated by this contract is in progress.
16. INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General
Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory
to the City. Proof of coverage shall be furnished to the City and written 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.
17. LABOR AND WORKING HOURS
Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these
contract documents. The wage rate which must be paid on this project shall not be less than specified in the schedule of
general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the
requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above
mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem
wages in these contract documents does not release the Contractor from compliance with any wage law that may be
applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays
unless the following conditions exist:
(1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its
citizens.
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(2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the
penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract
within the allotted time.
Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the
Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and
obtain written permission from the Owner's Representative to do such work The final decision on whether to allow
construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative.
In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract
which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day
of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life.
18. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS
The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this
contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than
once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the
seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible
copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each
day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates
or 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.
19. PROVISIONS CONCERNING ESCALATOR CLAUSES
Proposals 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.
20. PREPARATION FOR PROPOSAL
The bidder shall submit his proposal on forms furnished by the City. All blank spaces in the form shall be correctly filled in
and the bidder shall state the price both in words and numerals, for which he proposes to do the work contemplated or
furnish the materials required. Such prices shall be written in ink, 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 proposal is submitted by an individual, his name must be signed by him or his duly authorized agent. If a proposal is
submitted by a firm, association, or partnership, the name and address of each member must be given and the proposal
signed by a member of the firm, association or partnership, or person duly authorized. If the proposal is submitted by a
company or corporation, the company or corporate name and business address must be given, and the proposal signed by an
official or duly authorized agent. Powers of attorney authorizing agents or others to sign proposals must be properly
certified and must be in writing and submitted with the proposal. The proposal shall be executed in ink.
Each proposal shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the
outside of the envelope in the following manner:
(a) Bidder's name
(b) Proposal for (description of the project).
Bid proposals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no proposal
may be withdrawn or altered thereafter.
21. BOUND COPY OF CONTRACT DOCUMENTS
Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following:
(a) Notice to Bidders.
(b) General Instructions to Bidders.
(c) Bidder's Proposal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
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 PROPOSAL
BID PROPOSAL
LUMP SUM PROPOSAL CONTRACT
PLACE: Lubbock, Texas
DATE: October 4, 1994
PROJECT NUMBER: 13053 - CIVIC CENTER ROOF REPLACEMENT - PHASE 11
Proposal of LYDICK—HOOKS ROOFING CO. OF LUBBOCK, INC. (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 New Phase II Civic
Center Roof Replacement
haying carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract
documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the
proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies; and to
construct the project in accordance with the plans, 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: Four hundred twenty—four thousand, three hundred and (S 424,319.00 )
nineteen dollars
SERVICES: Four hundred seven thousand, six hundred and seventy—(S 407,679.00 )
nine dollars
TOTAL BID: Eight hundred thirty—one thousand, nine hundred and (S 831,998.00 )
ninety—eight dollars
(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 Ownerand to fully complete the project within 300 (THREE HUNDRED) calendar days thereafter as stipulated in
the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of
$100.00 (ONE HUNDRED DOLLARS) for each calendar day in excess of the time set forth hereinabove for completion of this
project, all as more fully set forth in the general conditions of the contract documents.
PM
I Bidder understands and agrees that this bid proposal shall be completed and submitted in accordance with instruction
number 20 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the
scheduled closing time for receiving bids.
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The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans,
specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or
before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in
the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified
check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without
recourse to the order of the City of Lubbock in an amount not less than five percent (S% ) of the total amount of the bid submitted as
a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of
the contract to him.
Enclosed with this proposal is a Cashier's Check or Certified Check for
Dollars or a Proposal Bond in the sum of Forty—five thousand --------- Dollars ($ 45, 000.00),
which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is accepted by the
7 Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the Owner within
ten (10) days after the date of receipt of written notification of acceptance of said proposal; otherwise, said check or bond shall be
returned to the undersigned upon demand.
rBidder 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.
LYDICK-HOOKS ROOFING CO. OF LUBBOCK, INC.
Contiacto In
BY,
1ph N. Hooks, Jr., sident
(Seal if Bidder is a Coiporation)
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2.
3.
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6.
7.
8.
9.
10.
LYDICK—HOOKS ROOFING CO. OF LUBBOCK, INC.
CIVIC CENTER ROOF REPLACEMENT — PHASE II
9/28/94
LIST OF SUBCONTRACTORS
DENT ELECTRIC
ANTHONY MECHANICAL
McLEAN ROOF DECK CO.
JOH R. HALL CO.
Minority Owned
Yes No
X
X
X
•: ii,^5►•: ti•af►':il'c••/f►•ci►• Si'� Ti•ai' _ _
Bond No. TX 6361161 00
UNIVERSAL SURETY OF AMERICA
Houston, Texas
BID BOND
KNOWN ALL MEN BY THESE PRESENTS, that we LYDICK—HOOKS ROOFING COMPANY OF LUBBOCK
(Here insert full name ,d address or legal title of Contractor
as Principal, hereinafter called the Principal, and Universal Surety of America, 1812 Durham, Houston, Texas, as
Surety, hereinafter called the Surety, are held and firmly bound unto THE CITY OF LUBBOCK, TEXAS,
(Here insert full name and address or legal title of Owner)
as Obligee, hereinafter called the Obligee, in the sum of 5 % of the amount of this bid not to exceed
FORTY—FIVE THOUSAND AND NO/100-------------------- Dollars ($45,000.00)
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the principal has submitted a bid for CIVIC CENTER ROOF REPLACEMENT — PHASE
(Here inserf full name, address and description of project)
II FOR THE CITY OF LUBBOCK
NOW, THEREFORE, If the contract be timely awarded to the Principal and the Principal shall within such time as
specified in the bid, enter into a contract in writing and give bond with good and sufficient surety, or, in the event of
the failure of the Principal to enter into such Contract and give such bond or bonds; if the Principal shall pay to the
Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger
amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid,
then this obligation shall be null and void, otherwise to remain in full force and effect.
PROVIDED, HOWEVER, neither Principal nor Surety shall be bound hereunder unless Obligee prior to execution of
the final contract shall furnish evidence of financing in a manner and form acceptable to Principal and Surety that
financing has been firmly committed to cover the entire cost of the project.
Signed and sealed this 4TH day of
OCTOBER
,19 94
LYDICK—HOOKS ROOFING COMPANY OF LUBBOCK, IN
(Principal) (Seal)
! (J
A-A
L H N. HOOKS, JD
.
Title: RESIDENT
U�4IVER L SURETY fF AMERICA
Isy:
WM. E. MURFEE, SR. (Attorney -in -tact)
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UNIVERSAL SURETY OF AMERICA
P.O. BOX 1068 -Houston, Texas 77251-1068
GENERAL POWER OF ATTORNEY - CERTIFIED COPY
tae-y W— CPA
8M1493 - TX 636116100
J.E. Murfee & Son
Know All Men by These Presents, That UNIVERSAL SURETY OF AMERICA, a corporation duly organized and existing under the laws of
the State of Texas, and having its pricipal office in Houston, Texas, does by these presents make, constitute and appoint
Joan Carnes Lance Murfee Wm. E. Murfee, Jr.
Wm. E. Murfee, Sr.
of Lark and State of Texas its true and lawful Attorney(s)-in-Fact, with full power and authority hereby
conferred in its name, place and stead, to execute, acknowledge and deliver
Bonds not to exceed $250,000.00 unless such is accompanied by letter of
authority signed by the President, Secretary or Executive Vice President
of Universal Surety of America.
and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the president, sealed with the corporate seal of the
Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do within the stated
limitations, and such authority is to continue in force until 9/30/96 . Said appointment is made under and by authority of the
following resolution adopted by the Board of Directors of Universal Surety of America at a meeting held on the 1 lth day of July,1984.
"Be It Resolved, that the President, and any Vice president, Secretary or any Assistant Secretary shall be and is hereby vested with full power
and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company."
"RESOLVED that the signature of any officer of the corporation, and the seal of the corporation may be affixed or printed by facsimilie to any
power of attorney of the corporation, and that such printed facsimilie signature and seal shall be valid and binding upon the corporation."
In Witness Whereof, Universal Surety of America has caused these presents to be signed by Its President, John Knox, Jr. and Its
corporate seal to be hereto affixed this 7th day of January, A.D,1993.
aeaE�� UNIVERSAL SURETY OF AMERICA
State of Texas +
ss: �'+» s�f
r Jo , Jr. V President
County of Harris
On this 7th day of January, in the year 1993, before me, Angela P. Daigle, a notary public, personally appeared John Knox, Jr,
personally known to me to be the person who executed the within Instrument as President, on behalf of the corporation herein named
and acknowledged to me that the corporation executed iL
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s,,,a Sri Notary Public
L the undersigned Secretary of Universal Surety of America, herebycertify that the above and foregoing is a full, true and correct copy of the
Original Power of Attorney issued by said Company, and do hereby frther certify that the said Power of Attorney is still in effect.
GIVEN under my hand and the seal of said company, at Houston, Texas, ibis 4TH day of OCTOBER .19 9 4
Secretary
Any iasttu rent issued in excess of the penalty stated above is totally void and without any validity.
l I For verification of the authority of this power you may telephone (713) 722A600. 1151417SV25
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PAYMENT BOND
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STATUTORY PAYMENT BOND PURSUANT TO ARTICLE 5160
OF THE REVISED CIVIL STATUTES OF TEXAS
AS AMENDED BY
ACTS OF THE 56TH LEGISLATURE, REGULAR SESSION,
1959
Lydick -Hooks Roofing Cotmn��f t>i'''b�pa`( ), Inc.
KNOW ALL MEN BY THESE PRESENTS, that erei e e nncs as
• •.
(hereinafterIlled the Shuregv ), as Sur ty,(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in
the amount fight u red t�t i r t y -one t t dg _3 1 q q 8),Iawfit money of the United States for the
payment whereo 'EcsWdWric--i"pa]L'anLdturWiFidAbrelselves, and their heirs, administrators, executors, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 9 0 tb day of
October , 19-9-A,to
and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the
amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at
length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall 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 Article 5160 of the Revised Civil Statutes
of Texas as amended by Acts of the 56th Legislature, Regular Session, 1959, and all liabilities on this bond shall be determined in
accordance with the provisions of said Article to the same extent as if it were copied at length herein.
IN WITNESS WUJREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 26 th day of
October 19 94
UNIVERSAL SURETY OF AMERICA
j'Surety BOND CHECK ,q
I BEST RATING
*By. LICENSED IN TEXAS
4(rit Wm. E . Mu e e , Sr. DATE BY
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LYDICK-HOOKS ROOFING COMPAN'
Princi al
By. l�l '1
(Title) Ralph N HQks , Jr.
President
By:
(Title)
By:
(Title)
7
The undegi ned surety company represents that it is duly qualified to do business in Texas, and hereby designates
Wm. E . Mur f e e , an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of
process may be had in matters arising out of such suretyship.
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1 TVERSAI.SURETY—f?F AMERICA
Surety
*By
(Title)
rr Wm. E. Murfee, Sr.
Approved as to Form Attorney —In —Fact
City of L bbock ,
By:
City Attorney
* Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this
person has authority to sign such obligation. If sitncd by an Attorney in Fact, we must have copy of power of attorney for our files.
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-� UNIVERSAL SURETY OF AMERICA
1812 Durham / Houston, Texas 77007
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GPA —636-1 07 4 042
For verification of the authority of this power you may telephone (713) 863-7788. Power of Attorney Valid Only If
Last Four Digits Appear In Red
GENERAL POWER OF ATTORNEY — CERTIFIED COPY
Knox, ,All Men by These Presents, That UNIVERSAL SURETY OF AMERICA, a corporation duly organized and existing under
the laws of the State of Texas, and having its principal office in Houston, Texas, does by these presents make, constitute and appoint
Wm. E. Murfee, Sr.
Wm. E. Murfee, Jr. Lance Murfee Joan Carnes
of Lubbock and State of Texas its true and lawful Attomey(s)-in-Fact, with full power
and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver
Bonds not to exceed $1,000,000 in the name of Principal — Lydick —Hooks Roofing Comps
of Lubbock, Texas unless such is accompanied by a letter of authority signed by the
President, Secretary or Executive Vice President of Universal Surety of America.
and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do
within the above stated limitations, and such authority is to continue in force until December 31, 1994
Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of Universal Surety
of America at a meeting held on the I Ith day of July, 1984.
"Be It Resolved, that the President, any Vice President, Secretary or any Assistant Secretary shall be and is hereby vested with
full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of
the Company."
"RESOLVED that the signature of any officer of the corporation, and the seal of the corporation may be affixed or printed by
facsimile to any power of attorney of the corporation, and that such printed facsimile signature and seal shall be valid and binding upon
the corporation.
In Witness Whereof, Universal Surety of America has caused these presents to be signed by its
President, John Knox, Jr. and its corporate seal
to be hereto affixed this 1st day of March , A.D., 19 90
State of Texas
County of Harris ss'
UN
By:
4/MNN
JohnAnox,—Jr. President
On this 11t day of March , in the year 90 , before me Wendy W. Stuckey
a notary public, personally appeared John Knox, Jr. , personally known to aie to be the
person who executed the within instrument as President . on behalf of the corporation therein
named and acknowledged to me that the corporation executed it.
NN,NIIN„y
V Notary Public
1, the undersigned Secretary of Universal Surety of America, hereby certify that the above and foregoing is a full, true and correct
copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in
force and effect.
GIVEN under my hand and the seal of said Company, at Houston, Texas, this 26th day of October , 1994,
1001, Secretary
COMPLAINT NOTICE: Should any disputes arise regarding either your premium or a claim, contact Universal
Surety of America at 1812 Durham, Houston, Texas 77007 or by calling (713) 863-7788. If the problem is not resolved you
may also write the State Board of Insurance, P.O. Box 149091, Austin, Texas 78714-9091, Fax (5I2) 475-177I. This notice
of complaint procedure is for information only and does not become a part or condition of this bond.
Any instrument issued in excess of the penalty stated above is totally void and without any validity.
E - ___ Lz-=�
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STATUTORY PERFORMANCE BOND PURSUANT TO ARTICLE 5160
9 '
w OF THE REVISED CIVIL STATUTES OF TEXAS AS
AMENDED BY
ACTS OF THE 56TH LEGISLATURE, REGULAR SESSION 1959
Lydick -Hooks Roofing Company of Lubbock, Inc.
KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called W Principal(s), as Principal(s), and
TTnivarsnl StirPty of Am ri ca, P. n. Box 1068, Houston„_ Texas 77251
(hereinafter card tl��Su�et s) as eS�re sir a h_elodAned f r,n the City of Lubbock (hereinafter called the Obligee), in
E the amount of • g y ot�AlqirsjMnto, 9 9 81lawful money of the United States for the
payment whereo , e sat nncipa an ure in t mselves, and their heirs, administrators, executors, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the? 0 t1day of
�., October , 1914to
Complete Bid No. 13053 - Civic Center Roof Replacement - Phase II
and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the
amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at
length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully
perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise
to remain in full force and effect.
! PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes
of Texas as amended by Acts of the 56th Legislature, regular session 1959, and all liabilities on this bond shall be determined in
accordance with the provisions of said article to the same extent as if it were copied at length herein.}},,
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this Zy of
October , 19 94. LYDICK H00 0 FIN^ "'OMP'
UNIVERSAL SURETY OF AMERICA
Surety
* By:
c.�
(Tide) Wm. E . Mur f e Sr.
Attorney -In- act
BOND CHECK e4
BEST RATING
LICENSED IN TEXAS
DATE I/6 9vBY -'�:):
KS R 0 U tiIv'Y
OF LUBBOCK, INC.
Pri "M" Q
By:
Ralph N. Hook Jr.
itle) President:
By:
(Title)
By:
(Title)
The undegPed surety company represents that it is duly qualified to do business in Texas, and hereby designates
Wm. E . Mur f e e , an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of
process may be had in matters arising out of such suretyship.
InyTVERCAT_ SURETY OF MERICA
Surety
*By�:
(Title)
Wm. E. Murfee, Sr.
Approved as to Form Attorney —In —Fact
r„ City of L bbock ,
By:
City Attorney
* Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this
person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files.
A*
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CERTIFICATE OF INSURANCE
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yC>,:;:':.:S:Y:r:::S;SSSftSsYf;9.t�7 �:SSSs:hSiicra:}'•.::::%.`•ii{7:'•'��'.:5 $.:..}}i'ii�6A
PRODUCER
e
McOueary dr Henry Inc.
4006 Belt Line Road Suite 115
Dallas TX 75244-
INSURED
Lydick Hooks Lubbock
1924 Clovis Rd
P O Box 2605
Lubbock
TX 79408
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
i LETTER
.........................
COMPANY B
j COMPANY C
i LETTER
COMPANY D
LETTER
COMPANY E
LETTER
COMPANIES AFFORDING COVERAGE
Northbrook Insurance Comp
Highlands
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.
.................................................................................................................................................................... ..........................................................................................,
TYPE OF 14SURANCE POLICY NUMBER :POLICY EFFECTIVE EPOLICY l7(PRTATgN LIMITS
TR E DATE (MMDDn DATE PAWDIM
............................................... ....................... ................................................................... }................................ s............................................................................. ..............
GENERAL LIABILITY RGO109718 01/01/94 01/01/95 GENERAL AGGREGATE
X : COMMERCIAL GMU AL LIABLRY
• „4 "" CLAIMS MADE X ' OCCUR.
B ' X OvvrlERs a cmamcri PRor. OC100325 01/01/94
X i$1,000,000 OCCURRENCE
X $1,000,000 AGGREGATE :
.............................................................:............................................................... ...... ............
A AUTOMOSILE LIABILITY CA0320345
01/01/94
X :ANY Auto
E ALL OWNED AUTOS
E SCHEDULED AUTOS
X E HIRED AUTOS
NON -OWNED AUTOS
GARAGE LIABLRY
s
X E EXCESS LIABLrrY SXS101648
01/01/94
E X !: UMBRELLA FORM
...........
E OTHER THAN UMBRELLA FORM
3' WORKERS ' COMPENSATION
B ; ANDRWC228512
01/01/94
EMPLOYERS' LIABILITY
............................................................................}..................................................................................................
OTHER
A ` BUILDERS RISK 72323071
09/12/94
$1000 DEDUCTIBLE PER OCC
:......REMS ..........................................................................CIA......................................................................................
DESCRIPTION OF OPERATMSIOCATgNSNEHN:I.ESISPEL.
CITY OF LUBBOCK IS ADDED AS ADDITIONAL INSURED IN RESPECTS
TO CIVIC
CENTER ROOF REPLACEMENT -PHASE 11
CITY OF LUBBOCK
1625 13TH STREET
LUBBOCK TX
9-iR£Ea3ie?'e":
...............................................
i PRODLICTSCOMPIOP AGG.
j...............................................p...�
t...,
;L<
PERSONAL a ADV. INJURY
01/01/95 EACH OCCU RENCE
...............I................................
.s
i FIRE DAMAGE (Any pre Mire)
E....
It
4.
............................................... ...
MED. DWENSE (AM one person);$
�........................................................................¢....
01/01/95 COMBINED SINGLE
:LIMIT
:
...........................................:
i BODILY INJURY
(Per person)
a....
...............................................
E BODILY NJIRLY
(Per mecldeno
ES
01ro1/95 `: EACH OCCURRENCE
..............................
AGGREGATE
2000000
50M
1000000
5000000
...............
5000000
.............. �........... 1.:.... ..::.::.t{::
' E STATUTORY LIMITS
}:{{{i{{:
:'> ::Lr':'Ef ;E E
i>500000
01ro1/95 } Enc�'i►ocioEiir_
:.....................................
........................ ...............
DISEASE - POLICY LIMIT
Is
500000
.............. I ................ .................
E DISEASE - EACH EMPLOYEE
.......................... a.....................................................................................
E..........................
t
I..........
500000
09/12/95 LIMIT OF INSURANCE 500000
IN TRANSIT 25000
TEMPORARY STORAGE 25DOO
...................................................................................................................
:I ISM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
fN EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
' MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
" LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF Y qp�p UP THE COMP�,JjS+A9£NTS OR REPRESENTATIVES
79401 `r'• ny
HENRY
CONTRACTOR CHECKLIST
A CONTRACTOR SHALL:
(1) provide coverage for its employees providing services on a project,for the duration of the project based on proper
reporting of classification codes and payroll amounts and filling of any coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to
beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during
the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity
will have on file certificates of coverage showing coverage for all persons providing services on the
project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of
coverage, if the coverage period shown on the current certificate of coverage ends during the duration of
the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the contractor
knew or should have known, of any change that materially affects the provision of coverage of any person
providing services on the project;
(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 512/440- 3789 to receive information on the legal requirement for
coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to
provide coverage." and
(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
(H) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) -
(H), with the certificate of coverage to be provided to the person for whom they are providing services. 0
tf�� U-- U---- U-,-. U, � U-- L= L771- t=, t---- L- L=� t77� t=�-: L-=- L--, L� L-��
7
CONTRACT
7STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this 20th day of October, 1994, by and between the City of Lubbock, County
r of Lubbock, State of Texas, acting by and through David R. Langston, Mayor, thereunto authorized to do so, hereinafter referred to
as OWNER, and LYDICK-ROOKS ROOFING COMPANY OF LUBBOCK, INC. of the City of Lubbock, County of Lubbock,
and the State of Texas, hereinafter termed CONTRACTOR
i
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 #13053 - CIVIC CENTER ROOF REPLACEMENT - PHASE II FOR $831,998.00
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
proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on
account thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have
year and day first above written. /10
4 wmg- W- a �
, i I I Krm?l
4, - A RE.
APPROVED
•CONTENT:
APPROVED• • .-
agreement in Lubbock, Lubbock County, Texas in the
CONTRACTOR:
LYDICK-HOOKS ROOFING COMPANY OF
L CK, INC.
By:
TITLE: b� l
COMPLETE ADDRESS:
P.O. Box 2605
Lubbock. Texas 79408
GENERAL CONDITIONS OF THE AGREEMENT
Cr. ENERAL 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.
2. CONTRACTOR
Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall be understood
r•
to mean the person, persons, co -partnership or corporation, to -wit: LYDICK-HOOKS ROOFING COMPANY OF
LUBBOM INC., 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
FREDDY CHAVEZ, OPERATIONVENGINEERING SUPERINTENDENT, City of Lubbock, under whose
supervision these contract documents, including the 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
r The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Proposal, Signed
Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if
any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his inspection in
accordance with the Notice to Bidders.
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
r,. 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 fain
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.
P"
8. WORK.
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools,
superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the
execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be
new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory
evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known,
technical or trade meaning shall be held to refer such recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been
made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor
miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this
work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout
of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not
relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to him and he
shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress of quality of the executed work and
to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to
make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will he be responsible for
the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His
efforts will be directed towards providing assurances for the Owner that the completed project will conform to the
requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform the work in
accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the
progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor.
13. • LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever necessary for the commencement of the
work contemplated by these contract documents or the completion of the work contemplated by these contract documents.
Whenever necessary, Contractor shall suspend his work in order to permit 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.
t. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise speed, it is mutually agreed between the parties to this Agreement that the Owner's Representative
shall review all work included herein. He has the authority to stop the work whenever such stoppage may be necessary to
insure the proper execution of the contract. In order to permit delays and disputes and to discourage litigation, it is further
agreed that the Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work
which are to be paid for under this contract. He shall determine all questions in relation to said work and the construction
thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of
said Contractor. The Owner's Representatives's estimates and findings shall be conditions precedent to the right of the
parties hereto to arbitration or to any action on the contract, and to any rights of the Contractor to receive any money under
this contract; provided, however, that should Owner's Representative render any decision or give any direction, which in the
opinion of either party hereto, is not in accordance with the meaning and intent of this contract, either party may file with
said Owner's Representative within 30 days his written objection to the decision or direction so rendered, and by such action
may reserve the right to submit the questions so raised to arbitration as hereinafter provided. It is the intent of this
Agreement that there shall be no delay in the execution of the work, therefore, written decisions or direction of the Owner's
Representative as rendered shall be promptly carried out, and any claim arising therefrom shall be thereafter adjusted to
arbitration as hereinafter provided.
The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the Contractor a
written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work
or the interpretation of the contract, specifications and plans. Should the Owner's Representative fail to make such decision
within a reasonable time, an appeal to arbitration may be taken as if his decision had been rendered against the party
appealing.
15, SUPERINTENDENCE AND INSPECTION
It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time
such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the
materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is
�*+ done in accordance with the specifications therefore. The 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.
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
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.
I i
I
If any work which is required to be inspected, tested, or approved is covered up without written approval or consent of the
Owner or Owners Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for
observation and testing at the Contractors expense. The cost of all such inspections, tests and approvals shall be borne by
the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests,
inspections or approval, and any work which meets the requirements of any such tests or approval but does not meet the
r• 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.
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
r,. 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 Owners
Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full
accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at
r " Contractor's expense.
23. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line,
grade, form dimensions, plans or or materials for the work herein contemplated, or any part thereof, either before or after
the beginning of the construction, without affecting the validity of this contract and the accompanying bond.
If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for
damages, or anticipated profits on the work that may be dispensed with. If they 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 proposal, except as
provided under Changes and Alterations herein.
It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when
presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor
to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to
the Contractor for performing said extra work shall be determined by the following methods:
Method (A) - By agreed unit prices; or
Method (B) - By agreed lump sum; or
Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then
the Contractor shall be paid the actual field cost of the work, plus fifteen (151/o) per cent.
In the event said extra work be performed and paid for under Method (C), then the provisions of this paragraph shall apply
and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics
and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used
on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on
account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property
Damage and Workmen's Compensation and all other insurances as may be required by law or ordinances or directed by the
Owner or Owner's Representative, or by them agreed to. Owner's Representative may direct the form in which accounts of
the actual field oust 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 1001/o, unless
otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General
Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be
incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall
cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements
of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or
Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same
shall be included in the "actual field cost."
No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any
orders or instructions appear to the Contractor to involve extra work for which he should receive compensation or an
adjustment in the construction time, he shall make written request to the Owner's Representative for a written order
authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to
the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the
work after making written request for written order and shall keep adequate and accurate account of the actual field cost
thereof, as provided under Method (C). The Contractor will thereby preserve the right to submit the matter of payment to
arbitration as herein below provided.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this contract that all work described in the proposal, the specifications, plans and
other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all
appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by
Owner's Representative. If the Contractor finds any discrepancies or omissions in these plans, specifications, or contract
documents, he should notify the Owners' Representative and obtain a clarification before the bids are received, and if no
such request is received by the Owner's Representative prior to the opening of bids, then it shall be considered that the
Contractor fully understands the work to be included and has provided sufficient sums in his proposal to complete the work
in accordance with these plans and specifications. It is further understood that any 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.
II
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The Contractor shall take out and procure a policy or policies of Workmen's Compensation Insurance with an insurance
company licensed to transact business in the State of Texas, which policy shall comply with the Workmen's Compensation
laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and
others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building
and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the
"Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible
with federal, state or municipal laws or regulations. The Contractor, his sureties and insurance carriers shall defend,
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 may be obtained against the Owner or any of its officers, agents, or employees including
attorney's fees.
The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an Independent
Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the
Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the
Contractor of his duty and shall not be construed as any assumption of duty to supervise safety precautions by either the
Contractor or any of his subcontractors.
28. CONTRACTOR'S INSURANCE
The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as
hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried
with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection
with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering
the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to
contract execution.
A. Comprehensive General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $500,000 Combined Single
Limit in the aggregate and per occurrence to include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury (with exclusion "c" waived)
�"' The City is to be named as an additional insured on this policy for this specific job, and copy of the endorsement
7 doing so is to be attached to the Certificate of Insurance.
7
B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance.
The Contractor shall obtain an Owner's Protective or Contingent Public Liability Insurance policy naming the City
of Lubbock as insured and the amount of such policy shall be as follows:
For bodily injuries, including accidental death 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 speck job and copy of the
endorsement doing so is to be attached to the Certificate of Insurance.
D. Builder's Risk Insurance
The Contractor shall obtain a Builder's Risk policy in the amount of 100% of 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 $1,000,000 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
Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -
insure issued by the commission,aor 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.
4 �l
3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded
the contract
4. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of
the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage
with the governmental entity showing that coverage has been extended.
5. The contractor shall obtain from each person providing services on the project, and provide to the
governmental entity:
(a) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing
services on the project; and
(b) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project.
The contractor shall retain all required certificates of coverage for the duration of the project and for one
year thereafter.
7. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the contractor knew or should have known, of any change that materially affects the
provision of coverage of any person providing services on the project.
8. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the
Texas Workers' Compensation Commission, informing all persons providing services on the project that
they are required to be covered, and stating how a person may verify coverage and report lack of coverage.
9. The contractor shall contractually require each person with whom it contracts to provide services on the
project, to:
(a) provide coverage, based on proper reporting of classification codes and payroll amounts and
filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code,
Section 401.011(44) for all of its employees providing services on the project, for the duration of
the project;
(b) provide to the contractor, prior to that person beginning work on the project, a certificate of
coverage showing that coverage is being provided for all employees of the person providing
services on the project, for the duration of the project;
(c) provide the contractor, prior to the end of the coverage period, a new certificate of overage
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 overage, prior to the other person beginning work on the project; and
(2) a new certificate of overage showing extension of overage, prior to the end of the
overage period, if the coverage period shown on the current certificate of overage 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
7 thereafter;
7
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days
after the person knew or should have known, of any change that materially affects the provision
of coverage of any person providing services on the project; and
(g) contractually require each person with whom it contracts to perform as required by paragraphs
(1) - (7), with the certificates of coverage to be provided to the person for whom they are
providing services.
10. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is
representing to the governmental entity that all employees of the contractor who will provide services on
the project will be covered by workers's compensation coverage for the duration of the project, that the
coverage will be based on proper reporting of classification codes and payroll amounts, and that all
coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured,
with the commission's Division of Self -Insurance Regulation. Providing false or misleading information
may subject the contractor to administrative penalties, criminal penalties, civil penalties, or other civil
actions.
11. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor
which entitles the governmental entity to declare the contract void if the contractor does not remedy the
breach within ten days after receipt of notice of breach from the governmental entity.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for
approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of
compliance with the above insurance requirements, signed by an authorized representative of the insurance
company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date borne by such
certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by such
certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the named insured at the
address shown in the bid specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of
the policies shown on the certificate.
(7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job
specifications. No substitute of nor amendment thereto will be acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to complete project.
(9) A Contractor shall:
(a) provide coverage for its employees providing services on a project, for the duration of the project
based on proper reporting of classification codes and payroll amounts and filling of any coverage
agreements;
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(b) provide a certificate of coverage showing workers' compensation coverage to the governmental
entity prior to beginning work on the project;
(c) provide the governmental entity, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the contractor's current
certificate of coverage ends during the duration of the project;
(d) obtain from each person providing services on a project, and provide to the governmental entity:
(i) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing overage 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 overage, if the overage 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 overage 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 overage and report
failure to provide overage. 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
"The7mv requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance. This includes
persons providing, hauling, or delivering equipment and materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their
employer or status as an employee."
"Call the Texas Workers' Compensation Commission at 5121440-3789 to receive information
on the legal requirement for coverage, to veryywhether 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 odes 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)
17 (3) of this rule;
F1
29
30.
(iv) provide the contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(v) obtain from each other person with whom it contracts, and provide to the contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) prior to the end of the coverage period, a new certificate of coverage showing
extension of the coverage period, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(vi) retain all required certificates of coverage on file for the duration of the project and for
one year thereafter;
(vii) notify the governmental entity in writing by certified mail or personal delivery, within
10 days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
(viii) contractually require each other person with whom it contracts, to perform as required
by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for
whom they are providing services.
DISABLED EMPLOYEES
Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990, and agree
not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to
job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and
other terms, conditions, and priviliges of employment.
PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF
MACHINERY, EQUIPMENT AND SUPPLIES
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any demands of
subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment,
power tools, 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 specified or required in these contract documents by Owner; provided, however, if choice of alternate
design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner harmless
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from any loss on account thereof. If the material or process specified or required by Owner is an infringement, the
Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement.
32. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations,
which in any manner effect the contract or the work, and shall indemnify and save harmless the Owner against any claims
arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the
Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners'
Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work.
;! If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without
such notice to the Owner's Representative, he shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the
same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into
contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein.
33. ASSIGNMENT AND SUBLETTING
The Contractor further agrees that he will retain personal control and will give his personal attention to the fulfillment of
this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in
the performance of this contract, shall not relieve the Contractor from his full obligations to the Owner, as provided by this
contractual agreement.
34. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and
time for completion as specified in the contract of work to be done hereunder are essential conditions of this contract; and it
is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be
speed 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 $100.00 (One
Hundred) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each
and every calendar day that the Contractor shall be in default after the time stipulated for completing the work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the
work described herein is reasonable time for the completion of the same, taking into consideration the average climatic
change and conditions and usual industrial conditions prevailing in this locality.
The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and
extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount is
agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for
payments or from final payment.
It is 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 proposals; provided, also, that when the Owner is having other work
done, either by contract or by his own force, the Owner's Representative may direct the time and manner of constructing
7
work done under this contract so that conflicts will be avoided and the construction of the various works being done for the
Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which
shall show the order in which the Contractor proposes to carry on the work, with dates at which the Contractor will start the
several parts of the work and estimated dates of completion of the several parts.
36. EXTENSION OF TIME
The Contractor agrees that he has submitted his proposal in full recognition of the time required for the completion of this
project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has
considered the liquidated damage provisions of paragraph 33 hereinabove set forth and that he shall not be entitled to, nor
will he request, an extension of time on this contract, except when his work has been delayed by an act or neglect of the
Owner, Owner's Representative, employees of the Owner or other contractors employed by the owner, or by changes ordered
in the work, or by strike, 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
proposals offered for the work. It is understood and agreed that the actual amount of work to be done and the materials to
be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this
contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the
project.
39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered,
which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any
damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on
account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the
Owner against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or growing
out of the performance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the
existence or character of the work.
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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 proposal attached hereto,
,,., which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for famishing 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
r.• 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 accordancewith 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
J 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
FPOcompletion,
under the terms of this contract; and said payment shall become due in any event upon said performance by the
Contractor. Neither the certificate of acceptance nor the final payment, nor any provisions in the contract documents shall
relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the special conditions (if
any) of this contract or required in the specifications made a part of this contract.
45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's Representative on
account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor shall at his
own expense promptly replace such condemned materials with other materials conforming to the requirements of the
contract. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or
replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written
notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense.
46. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for
faulty materials or workmanship, and he shall remedy any defects due thereto and pay for any damage to other work
resulting therefrom, which shall appear within a period of one (1) year from the date of substantial completion. The Owner
or the Owner's Representative shall give notice of observed defects with reasonable promptness.
47. PAYMENT WITHHELD
The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certificate to
such extent as may be necessary to protect himself from loss on account of:
(a) Defective work not remedied.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor.
(d) Damage to another contractor.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, which will
protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them.
48. TIME OF FILING CLAIMS
It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in
writing and filed with the Owner's Representative within fifteen (15) days after the Owner's Representative has given any
directions, order or instruction to which the Contractor desires to take exception. The Owners' Representative shall reply to
such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal
from the decision of the Owner's Representative, any demand for arbitration shall be filed with the Owner's Representative
and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's
Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of
the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents.
49. ARBITRATION
All questions of dispute under this agreement shall be submitted to arbitration at the request of either party to the dispute.
The parties may agree upon one arbitrator, otherwise, there shall be three; one named in writing by each party and the third
chosen by the two arbiters selected; or if the arbiters fail to select a third within ten (10) days, he shall be chosen by the
District Judge, 72nd Judicial District of Texas. Each arbiter shall be a resident of the City of Lubbock. Should the party
demanding arbitration fail to name an arbiter within ten (10) days of the demand, his right to arbitrate shall lapse, and the
decision of the Owner's Representative shall be final and binding on him. Should the other party fail to choose an arbiter
within ten (10) days, the Owner's Representative shall appoint such arbiter. Should either party refuse or neglect to supply
the arbiters with any papers or information demanded in writing, the arbiters are empowered by both parties to take Ex
Parte Proceedings.
The arbiters shall act with promptness. The decision of any two shall be binding on both parties to the contract, unless
either or both parties shall appeal within ten (10) days from date of the award by the arbiters, and it is hereby agreed that
lI
each party shall have the right of appeal and all proceedings shall be according to and governed by Arbitration Statutes of
Texas, being Article 224, et scq., Vernon's Annotated Civil Statutes. THE DECISION OF THE ARBITERS UPON ANY
QUESTION SUBMITTED TO ARBITRATION UNDER THIS CONTRACT SHALL BE A CONDITION PRECEDENT
TO ANY RIGHT OF LEGAL ACTION.
The arbiters, if they deem the case demands it, are authorized to award the party whose contention is sustained, such sums
as they deem proper for the time, expense and trouble incident to the appeal, and if the appeal was taken without reasonable
cause, they may award damages for any delay occasioned thereby. The arbiters shall fix their own compensation, unless
otherwise provided by agreement, and shall assess the costs and charges of the arbitration upon either or both parties. The
award of the arbiters must be made in writing and shall not be open to objection on account of the form of proceedings or
award.
a""' 50. 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
(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 noted 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.
51. ABANDONMENT BY OWNER
In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms
within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the
work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been
included in payments to the Contractor and have not been incorporated into the work. Thereupon, the Owner's
Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value
of all work actually completed by said Contractor at the prices stated in the the attached proposal, the value of all partially
completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or
provided for by the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the 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.
52. BONDS
The successful bidder shall be required to furnish a performance bond and payment bond in accordance with Article 5160,
Vernon's Annotated Civil Statutes in the amount of 100% of the total contract price, in the event said contract price exceeds
$25,000.00. If the contract price does not exceed $25,000.00, the 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
furnished.
53. 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.
54. 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.
55. 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
is
.7
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.
56. CLEANING UP
o
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.
L L
IL L- IL� L ( �z� �
DGV:da
DPC,nl IITYntd
Resolution 7#12502
January 8, 1987
Agenda Item #18
WHEREAS, the City Council has heretofore established the general _
prevailing rate of per diem wages for each craft or type of workmen or
mechanics needed to execute public works contracts for the City of Lubbock
:,in accordance with the provisions of Vernon's Ann.Civ.St., Art. 5159a; and
WHEREAS, such wage rates were established by Resolution No. 719
enacted February 12, 1981, updated by Resolution No. 1590 enacted February
23, 1984; and
WHEREAS, such rates need to be updated at the present time in order
to reflect the current prevailing rate of per diem wages; NOW THEREFORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the general prevailing rate of per diem wages for public works
contracts shall be as set forth in the following named exhibits, which
exhibits shall be attached hereto and made a part hereof for all intents
and purposes: _
Exhibit A: Building Construction'Trades
Exhibit B: Paving and Highway Construction Trades
Exhibit C: Electrical Trades
Exhibit D: Overtime Rate
Exhibit E: Weekend and Holiday Rate
Such wage rates are hereby found and declared to be the general prevailing
rate of per diem wages in all localities where public works are undertaken
on behalf of the City of Lubbock and such wage rates shall be included in
all public works contracts as provided by law.
Passed by the City Council this 8th day of January , 1987.
. TTE
,
Ranett&,Boyd, City Secretary
APPROVED T ON�TENT:
t11
Bi 1 P yne, Director of Building
Services
11
S. e. & zhU04--A
B.C. McMINN, MAYOR
APPROVED A(S' TO FORM:
Do ld G. Vandiver, First
Assistant City Attorney
EXHIBIT A
City of Lubbock
Building Construction Trades
Prevailing Rates
—
Craft
Hourly Rate
Acoustical Ceiling Installer
$11.60
Air Conditioner Installer
8.35
Air Conditioner Installer -Helper
5.50
Bricklayer
10.50
Bricklayer -Helper
5.00
Carpenter
11.00
Carpenter -Helper
5.50
Cement Finisher
7.35
Drywall Hanger
8.70
Electrician
10.50
Electrician -Helper
5.25
Equipment Operator -
Heavy
8.00
Light
5.70
Floor Installer
8.00 --
Glazier
7.50
Insulator, Piping/Boiler
9.50
Insulator -Helper
5.00
Iron Worker
7.30
Laborer, General
4.75
Mortar Mixer
5.60
Painter
8.75
Plumber
9.25
Plumber -Helper
6.00
Roofer
7.65 —
Roofer -Helper
4.75
Sheet Metal Worker
8.75
Sheet Metal Worker -Helper
5.50 _
- Welder - Certified
8.00
EXHIBIT B
Paving and Highway Construction
Prevailing Wage Rates
Craft
Hourly Rate
Asphalt Heaterman
$5.25
Asphalt Shoveler
4.75
Concrete Finisher
7.35
Concrete Finisher -Helper
4.75
Electrician
10.50
Flagger
4.75
Form Setter
6.50
Form Setter -Helper
5.50
Laborer, General
4.75
Laborer, Utility
5.80
Mechanic
6.50
Mechanic -Helper
6.00
POWER EQUIPMENT OPERATORS
' Asphalt Paving Machine
6.00
Bulldozer
5.25
Concrete Paving Machinist
6.50
Front End Loader
5.85
Heavy Equipment Operator
6.40
Light Equipment Operator
6.40
Motor Grade Operator
8.00
Roller
5.25
Scraper
5.25
Tractor
5.50
Truck Driver -
Light
5.25
Heavy
5.25
. EXHIBIT C
Electric Construction Trades
Prevailing Wage Rates
Craft Hourly Rate
Power Line Foreman 111.00
Lineman Journeyman 10.45
Lineman Apprentice Series 8.90
Groundman Series 7.25
EXHIBIT D
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) is 1 1/2
times base rate.
EXHIBIT E
Prevailing Wage Rates
Weekend and Holiday Rate
The rate for weekend and holiday is.l 1/2 times base rate.
SPECIFICATIONS
7.
374/94 UNIT PRICES
Section 01.026 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions of the Agreement, Special
Conditions and General Requirements (Division 1), apply to the work specified in this section.
1.02 GENERAL
A. This section specifies administrative and procedural requirements for unit prices.
B. A unit price is an amount proposed by Bidders and stated on the Proposal form as a price per
unit of measurement for materials and/or services that will be subtracted from the Contract Sum if
accepted by the Owner.
C. Unit prices include all necessary materials, labor, services, insurance, bonds, overhead and
proposed profit for a complete and satisfactory installation.
D. Refer to appropriate Specification sections for detailed requirements for materials and methods.
for the performance of the Work of the Unit Price items that are to be omitted.
E. The Work of the Unit Price shall include any additional work required to retain the existing
material and provide smooth transition to newly installed materials. .
F. The Unit Price will be considered by the Owner and may or may not be accepted. The Owner will
determine and authorize the quantity of Unit Price work to be performed.
1.03 DESCRIPTION OF UNIT PRICES
A. The Bidder shall state the total cost per one square foot for retaining existing poured gypsum roof
deck, with the following conditions:
1. The work shall include only salvageable areas greater than one thousand square feet.
Salvageable areas shall extend to supporting subpurlins or cross tees.
2. The work shall include a credit for all demolition, disposal and replacement of the existing
poured gypsum roof deck, including formboards, cross tees, reinforcing wire and associated
items required for the complete installation of the poured gypsum roof deck system.
3. The work shall include a credit for all work associated with screening salvageable areas from
adjacent areas to prevent the spread of dust from construction or demolition activities.
4. The Owner's Representative will authorize the size and shape of each area of poured gypsum
roof deck to be retained.
F7
374/94 UNIT PRICES
Section 01.026 Page 2
PART 2 PRODUCTS
(Does not Apply)
PART 3 EXECUTION
(Does not Apply) _
End of Section
7i
374/94 CUTTING. PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions of the Agreement,
Special Conditions and General Requirements (Division 1), apply to the work specified in
this section.
1.02 DESCRIPTION OF REQUIREMENTS
A. Definition: "Cutting and patching" includes cutting into existing construction to provide for the
installation or performance of other work and subsequent filling and patching required to restore
surfaces to their original condition.
1. "Cutting and patching" shall be performed for coordination of the work, to uncover
work for access or inspection, to obtain samples for testing, to permit alterations to
be performed or for other similar purposes.
2. Cutting and patching performed during the manufacture of products, or during the
'"" initial fabrication, erection or installation process is not considered to be "cutting
and patching" under this definition. Drilling of holes to install fasteners and similar
operations are also not considered to be "cutting and patching."
3. "Demolition" is recognized as a related -but -separate category of work which may or may not
require cutting and patching as defined in this section; refer to "Roofing Demolition", Section
07.000.
B. Contractor shall be responsible for all cutting, fitting and patching, required to complete the Work
or to:
1. Make its several parts fit together properly.
2. Uncover portions of the Work to provide for installation of ill-timed work.
3. Remove and replace defective work.
4. Join new work to existing work in place.
5. Provide routine penetrations of non-structural surfaces for installation piping and electrical
conduit.
C. In addition to Contract requirements, upon written instructions of A/E:
1. Uncover work to provide for A/E's or Owner's Representative's observation of covered work.
2. Remove samples of installed Work as specified for testing.
374/94 CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 2
D. Refer to other sections of these Specifications for specific cutting and patching requirements and
limitations applicable to individual units of work. Unless otherwise speed, requirements of this
section apply to mechanical and electrical work.
E. Alterations procedures: The procedures and administrative requirements of this section apply to
all sections of the Specifications which are involved in alterations to existing construction:
1. Extent notes: Cut into or partially remove portions of existing building (as necessary) to make
way for new construction. Include such work as:
a. Cutting, moving or removal of items shown to be cut, moved or removed.
b. Cutting, moving or removal of items not shown to be cut, moved, or removed, but which
must be cut, moved, or removed to allow new work to proceed. Work or items which are
to remain in finished work shall be patched or reinstalled after their cutting, moving or
removal, and their joints and finishes made to match adjacent or similar work.
c. Removal of existing surface finishes as needed to install new work and finishes.
d. Removal of abandoned items and removal of items serving no useful purpose, such as
abandoned piping.
e. Repair or removal of dangerous or unsanitary conditions resulting from alterations work.
F. Payments: Costs caused by ill-timed or defective work, or work not shown or specified in the
Construction Documents shall be incurred by party responsible for ill-timed, rejected or non-
conforming work.
G. Work performed shall be in accordance with applicable codes, regulations and ordinances having
jurisdiction.
H. Existing warranties: Perform replacing, patching and repairing of material and surfaces cut or
damaged by methods and with material so as not to void, in any way, warranties or bonds required
under this Contract or in force on existing work (or work performed under other contracts).
1.03 QUALITY ASSURANCE
A. Requirements for Structural Work: Do not cut and patch structural work in a manner that would
result in a reduction of load -carrying capacity or of load -deflection ratio.
B. Before cutting and patching structural members obtain the A/E's approval to proceed with cutting
and patching as described in the procedural proposal for cutting and patching.
C. Operational and Safety Limitations: Do not cut and patch operational elements or safety related
components in a manner that would result in a reduction of their capacity to perform in the
manner intended, including energy performance, or that would result in increased maintenance, or
decreased operational life or decreased safety.
r-
3704 CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 3
D. Visual requirements: Do not cut and patchwork exposed on the building's exterior or in its occupied
spaces in a manner that would, in the A-E/Owner's opinion, result in lessening the building's aesthetic
qualities. Do not cut and patch work in a manner that would result in substantial visual evidence of
cut and patch work. Remove and replace work judged by the A-EJOwner to be cut and patched in a
visually unsatisfactory manner. Use a recognized experienced and specialized firm to cut and patch
exposed work.
1.04 SUBMITTALS
A. General: Submit a written request to the A/E well in advance of executing any cutting or alteration
which affects:
1. Work of the Owner or any separate Contractor.
2. Structural value or integrity of any element of the Project.
3. Integrity or effectiveness of weather -exposed or moisture -resistant elements or systems.
4. Efficiency, operational life, maintenance or safety of operational elements.
5. Visual qualities of sight -exposed elements.
B. Content: Request shall include:
1. Identification of the Project.
2. Description of affected work.
3. The necessity for cutting, alteration or excavation.
4. Effect on work of Owner or any separate Contractor, or on structural or weatherproof integrity of
Project.
5. Description of proposed work:
a. Scope of cutting, patching, alteration, or excavation.
b. Trades who will execute the work.
c. Products proposed to be used.
d. Extent of refinishing to be done.
6. Alternates to cutting and patching.
7. Written permission of any separate Contractor whose work will be affected.
8. List utilities that will be disturbed or otherwise be affected by the Work, including those that will
be relocated and those that will be out -of -service temporarily. Indicate how long utility services will
be disrupted.
7
374194 CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 4
9. Where cutting and patching of structural work involves the addition of reinforcement, submit
details and engineering calculations to show how that reinforcement is integrated with the original
structure to satisfy requirements.
10. Approval by the A-EJOwner to proceed with cutting and patching work does not waive
the A/E's right to require at a later date complete removal and replacement of work
found to be cut and patched in an unsatisfactory manner.
1.05 MATERIALS
A. Except as otherwise indicated, or as directed by the A-EJOwner, use materials for cutting and patching
that are identical to existing materials. If identical materials are not available, or cannot be used, use
materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect.
Use materials for cutting and patching that will result in equal -or -better performance characteristics.
B. Should conditions of Work or the schedule indicate a change of products from original installation, the
Contractor shall submit a request for substitution as specified in section 01.600.
1.06 INSPECTION
A. Carefully examine the premises to determine the extent of work and the condition under which it must
be done, including elements subject to movement or damage during cutting and patching. No extra
payments will be allowed for claims for additional work that could have been determined or
anticipated by such inspection. After uncovering work, inspect conditions affecting installation of new
products.
B. Field conditions: Check and verify Contract Documents and field conditions before proceeding with
work. If there are any questions regarding these or other coordination questions, the Contractor is
responsible for obtaining clarification from the A/E before proceeding with work or related work in
question.
C. Before cutting, examine surfaces to be cut and patched and conditions under which the work is to be
performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action
before proceeding with work.
D. Before start of cutting work, meet at work site with all parties involved in cutting and patching,
including mechanical and electrical trades. Review areas of potential interference and conflict between
the various trades. Coordinate layout of work and resolve potential conflicts before proceeding with
the work.
1.07 PREPARATION
A. Temporary supports: To prevent failure provide temporary support of work to be cut. The
responsibility for the safety of persons and property is the Contractor's during work of this Contract.
B. Protection: Protect adjacent improvements and other work during cutting and patching to prevent
damage. Provide protection from adverse weather conditions for that part of the project that may be
exposed during cutting and patching operations. Avoid interference with use of adjoining areas or
r
374/94 CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 5
interruption of free passage to adjoining areas. Take precautions not to cut existing pipe, conduit or
duct serving the building (but scheduled to be relocated) until provisions have been made to bypass
them.
1.08 PERFORMANCE
A. General: In performing the work prescribed herein, it will be the Contractor's responsibility to repair
all existing construction disturbed, relocated, damaged or altered an all new construction installed, as
required to hide all evidence of work and to refinish this construction to match existing finish and
appearance.
B. Damage: Contractor shall be responsible for the repairs of any accidental damage the Contractor
inflicts upon the existing work to remain. If, for any reason, damage to existing work or utilities is
considered to be unavoidable, submit written notification. The Contractor assumes full responsibility
for damage and the cost of satisfactorily repairing or replacing the damaged work.
C. Workmanship: Contractor and Subcontractors shall cooperate fully in performance of work. Cutting
of new work shall be avoided. However, if cutting, patching, repairing, removing and/or replacing is
necessary, it shall be performed in accordance with the requirements of the Contract Documents. In
all cases, exercise care in cutting operations. Perform operations under supervision of competent
mechanics skilled in applicable trade.
D. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining
work.
1. In general, where cutting is required use hand or small power tools designed for sawing or grinding,
not hammering and chopping. Cut through concrete and masonry using a cutting machine such as
a carborundum saw or core drill to ensure a neat hole. Cut holes and slots neatly to sizes required
with existing finished surfaces, cut or drill from the exposed or finished side into concealed
surfaces. Temporarily cover openings when not in use.
2. Bypass utility services such as pipe and conduit before cutting where such utility services are shown
or required to be removed, relocated or abandoned. After bypassing and cutting, cap, valve or plug
and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other
foreign matter.
E. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified
tolerances for the work. Where no tolerances are specified, patchwork shall match existing work and
existing tolerances. Where feasible, inspect and test patched areas to demonstrate integrity of work.
Restore exposed finishes of patched areas and, where necessary, extend finish restoration into retained
adjoining work in a manner which will eliminate evidence of patching and refinishing.
1.09 ALTERATIONS TO EXISTING BUILDING
A. General:
1. Work Sequence: List required scheduling or sequence for project.
71
374/94 CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 6
2. Security: When keys to locked areas are needed to perform work, obtain from staff member _
designated by Owner. Return keys at end of each workday.
3. Maintenance of Access and Operations:
a. During period of construction, the Owner will continue to perform normal activities in existing
building. Maintain proper and safe access to the Owner -occupied areas at all times.
b. Schedule demolition and remodeling operations with Owner in such a manner as to allow
Owner operations to continue with minimum interruption.
c. During period of construction, do not obstruct in any manner existing exit passageways of
Owner -occupied areas. Maintain existing fire doors in an operable condition.
4. Maintenance of Existing Services:
a. Maintain environmental control in existing buildings, especially temperature, humidity and dust
control.
b. Provide temporary lines and connections as required to maintain existing mechanical and
electrical services in building.
c. Schedule utility interruptions with the Owner's Representative.
B. Extent:
1. Cutting and removal work shall be performed so as not to cut or remove more than is necessary
and so as not to damage adjacent work.
2. Conduct work in such a manner as to minimize noise and accumulation and spread of dirt and
dust.
3. Drill holes for conduit and piping using core drills.
4. All penetrations in slab, columns, etc., to be pilot -drilled to determine the, exact location and
possible interference with any other items. (For example rebar, piping, anchors, etc.) Joists, beams
and columns are not to be cut, drilled or modified without prior written approval.
C. Shoring, Bracing and Capping: Provide shores, needling, and bracing as needed to keep building
structurally secure and free of deflection in all its parts, and as needed for installation of new structural
members.
D. Responsibility and Assignment to Trades:
1. Contractor shall assign the work of moving, removing, cutting, patching and repairing to trades
under Contractor's supervision to cause the least damage to each type of work encountered, and to
return the building as much as possible to the appearance of new work.
374/94 CUTTING, PATCHING AND ALTERATIONS PROCEDURES
_ Section 01.031 Page 7
2. Patching of finished materials shall be assigned to mechanics skilled in the work of the finish trade
involved.
E. Protection:
1. Protect remaining finishes, equipment, and adjacent work from damage caused by cutting, moving,
removing, and patching operations. Protect surfaces which will remain a part of the finished work.
2. Protectexisting facilities and features within designated construction limits and along corridor
access routes to construction areas.
3. During demolition, cutting and construction, provide positive dust control by wetting dusty debris
and by completely sealing openings to Owner -occupied areas with temporary partitions to prevent
spread of dust and dirt to adjacent areas.
4. After materials, equipment and machinery are installed, properly protect Work until final
acceptance.
5. Any damage resulting from construction operations shall be repaired by the Contractor (or
responsible Subcontractor as applicable) without cost to the Owner.
6. During non -working hours, provide continuous security at openings cut into existing exterior roofs.
F. Temporary Barricades/Partitions: Maintain temporary and dust partitions to seal openings to Owner -
occupied areas.
1. Provide temporary guardrails/barricades.
2. Dust control: The dust resulting from cutting and patching shall be controlled to prevent the
spread of dust to occupied portions of the building and to avoid creation of a nuisance in the
surrounding area. Use of water will be permitted as indicated. Provide floor to deck barriers in
Exhibit Hall to prevent dust from traveling to other portions of the building. Seal off all return air
registers or other mechanical systems to prevent dust from entering such systems.
G. Debris:
1. Remove debris promptly from the building and deposit in Contractor -furnished dumpster
containers. Removed material, except that listed or marked by the Owner for retention, becomes
property of the Contractor. Contractor shall remove dumpster stored debris and materials and
shall dispose of removed material legally. Do not bum on site. Do not allow debris to enter
sewers.
2. Do not let piled material endanger structures.
3. During cutting and coring operations, use metal lined wood box secured tight against surface, to
catch falling debris and water.
4. Clean debris from suspended plaster and acoustical ceiling systems upon completion of work.
17
374/94 CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 8
1.10 PATCHING, EXTENDING AND MATCHING FOR ALTERATIONS WORK
A. Skill: Patch and extend existing work using skilled mechanics who are capable of matching the existing _
quality of workmanship.
B. Patching:
1. In areas where any portion of an existing finished surface is damaged, lifted, stained or otherwise
made or found to be imperfect, patch or replace the imperfect portion of the surface with matching
material.
2. Provide adequate support or substrate for patching of finishes.
3. When existing surface mounted fixtures, such as, but not limited to, pipes, grills, ducts, electrical
boxes, conduit, etc., are shown to be removed or are no longer required for the new work, and such
surface mounted items occur in existing walls, floors, or ceding which are indicated as the finish for
the new work, Contractor shall patch, seal or otherwise cover all penetrations resulting from the
removed item using materials and textures to match adjacent, finishes.
C. Quality:
1. No concerted attempt has been made to describe each of the various existing products that must be
used to patch, match, extend, or replace existing work. Obtain all such products in time to _
complete the work on schedule. Such products shall be provided in quality which is in no way
inferior to the existing products.
2. The quality of the products that exist in the building as apparent during prebid site visits shall serve as the Specification requirement for strength, appearance, and other characteristics.
D. Transitions:
1. Where new work abuts or finishes flush with existing work make transitions as smooth and
workmanlike as possible. Patched work shall match existing adjacent work in texture and
appearance so as to make the patch or transition invisible to the eye at a distance of 3 feet.
2. Where masonry or other finished surfaces are cut in such a way that -smooth transitions with new
work are not possible, terminate the existing surface in a neat fashion along a straight line at a
natural line of division and provide trim appropriate to the finished surface.
E. Matching:
1. Restore existing work that is damaged during construction to a,condition equal to its condition at
the time of the start of the Work.
t"
374/94 CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 9
F. Overall Requirement that the Work be Complete:
1. Where a product or type of construction occurs in the existing building and it is not specified as a
/M part of the new work, provide such products or types of construction as needed to patch, extend or
match existing work.
2. These Specifications will generally not describe existing products or standards of execution, nor will
they enumerate products which are not a part of new construction. Existing product is its own
specification.
3. The presence of any product or type of construction in the existing work shall cause its patching,
extending, or matching to be performed as necessary to make the work complete and consistent to
identical standards of quality.
1.11 REPAIR IN CONJUNCTION WITH ALTERATION WORK
A. Replace work damaged in the course of alterations, except at areas approved by the A-E/Owner for
repair.
B. Where full removal of extensive amounts of almost suitable work would be needed to replace damaged
portions, then filling, spackling, straightening, and similar repair techniques, followed by full
refinishing, will be permitted.
C. If repaired work is not brought up to the standard for new work the A/E will direct that it be cut out
and replaced with the new work at no additional cost to the Owner.
1.12 REMOVAL AND RELOCATION
A. Items indicated for removal and relocation shall be assigned to mechanics skilled in the particular
trade involved. All items shall be cleaned prior to relocation.
B. Each Successive Trade:
1. As each trade finishes its work on each part of the alterations work and related new work, it shall
clean up its work area and make work surfaces ready for the work of the succeeding trades.
2. Spillage, overspray, collections of dust or debris, and damage of Owner -occupied spaces shall be
cleaned or remedied immediately by the responsible trade.
C. Each area as it is completed:
1. As soon as work in each area of the alterations is complete, clean all surfaces, remove equipment,
salvage and debris, and return in condition suitable for use by the Owner as quickly as possible.
D. Each trade and subcontractor shall deposit debris in Contractor famished dumpster containers on site.
Contractor shall remove containers from site and dispose of trash legally. Take precautions to
eliminate blowing or spillage of debris onto the site.
I
374/94 CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 10
PART 2 PRODUCTS
(Does Not Apply)
PART 3 EXECUTION)
(Does Not Apply)
End of Section
i
n
i
374194 REFERENCE STANDARDS
Section 01.090 Page 1
PART 1 GENERAL
1.01 STANDARDS
A. References to standards, codes, Specifications, recommendations and regulations refer to the latest
edition or printing prior to date of issue of the Contract Documents.
B. Applicable portions of standards listed that are not in conflict with Contract Documents are
hereby made a part of the Specifications.
C. Modifications or exceptions to Standards shall be considered as amendments and unmodified
f" portions shall remain in full effect. In cases of discrepancies between standards, the more
stringent requirements shall govern.
D. Schedule of Standards
Acoustical & Insulation Materials Association (AIMA)
nee: (AMA)
Acoustical Society of America (ASA)
Adhesive and Sealant Council
Air Conditioning and Refrigeration Institute (ARI)
Air Diffusion Council (ADC)
Air Movement and Control Association (AMCA)
Aluminum Association (AA)
American Architectural Manufacturers Association (AAMA)
American Association of Nurserymen (AAN)
American Association of State Highway Officials (AASHO)
American Association of Textile Chemists (AATCC)
American Concrete Institute (ACI)
American Concrete Pipe Association (ACPA)
American Councd of Independent Laboratories
American Gas Association (AGA)
American Hardboard Association (AHA)
American Hot Dip Galvanizers Association (AHDGA)
American Industrial Hygiene Association (AIHA)
American Institute of Architects (AIA)
American Institute of Electrical Engineers (AIEE)
American Institute of Steel Construction (AISC)
American Institute of Timber Construction (AITC)
American Insurance Association (AIA)
nee: National Board of Fire Underwriters
American Iron and Steel Institute (AISI)
American Lumber Standards Committee (ALSC)
American National Standards Institute (ANSI)
nee: American Standards Association (ASA)
American Parquet Association (A.P.A.)
American Petroleum Institute (API)
American Plywood Association (APA)
7
374/94 REFERENCE STANDARDS
Section 01.090 Page 2
American Society of Heating, Refrigerating and Air
Conditioning Engineers (ASHRE)
American Society of Mechanical Engineers (ASME)
American Society of Plumbing Engineers (ASPE)
American Society of Sanitary Engineering (ASSE)
American Society for Testing and Materials (ASTM)
American Water Works Association (AWWA)
American Welding Society (AWS)
American Wood Preservers Association (AWPA) .
American Wood Preservers Bureau (AWPB)
Anti -Friction Bearing Manufacturers Association (AFBMA)
Architectural Aluminum Manufacturer's Association (AAMA)
Architectural Woodwork Institute (AWI)
Asphalt Institute (AI)
Asphalt Roofing Manufacturers Association (ARMA)
Associated Air Balance Council (AABC)
Associated Laboratories (ALI)
Association of Home Appliance Manufacturers (AHAM)
Association of Official Analytical Chemists (AOAC)
Association of Official Seed Analysts (AOSA)
Brick Association of North Carolina (BANC)
Brick Institute of America (BIA)
Builder's Hardware Manufacturers Association (BHMA)
Business and Institutional Furniture Manufacturers Association
(BIFMA)
California Redwood Association (CRA)
Carpet and Rug Institute (CRI)
Cast Iron Soil Pipe Institute (CISPI)
Ceiling and Interior Systems Contractors Association (CISCA)
Ceramic Tile Institute of America (CTI)
Certified Ballast Manufacturers Association (CBM)
Chain Link Fence Manufacturers Institute (CLFMI)
Code of Federal Regulations (CFR)
Available from the Government Printing Office
Color Association of the United States (CAUS)
Commercial Standards (CS)
Compressed Air and Gas Institute (GAGI)
Compressed Gas Association (CGA)
Concrete Reinforcing Steel Institute (CRSI)
Consumer Product Safety Commission (CPSC)
Copper Development Association (CDA)
Corp of Engineers (CE)
Davis - Bacon Act (DBA)
Decorative Laminate Products Association (DLPA)
Department of Commerce (DOC)
Department of Transportation (DOT)
Door and Hardware Institute (DHI)
Electronic Industries Association (EIA)
374/94 REFERENCE STANDARDS
Section 01.090 Page 3
Elevator Safety Code as Approved by the American Standards
Association (ASE Code)
Environmental Protection Agency (EPA)
ETL Testing Laboratories, Inc. (ETL)
..
Exchange Carriers Standards Association (ECSA)
Expansion Joint Manufacturers Association (EJMA)
Exterior Insulation Manufacturers Association (EIMA)
Facing Tile Institute (FTI)
.•
Factory Mutual Research Corporation (FMRC)
nee: (FMEC)
Federal Aviation Administration (FAA)
Federal Communications Commission (FCC)
Federal Housing Administration (FHA)
(US Department of Housing and Urban Development)
P"
Federal Specifications (FS)
Flat Glass Jobbers Association (FGJA)
Flat Glass Marketing Association (FGMA)
Fluid Controls Institute (FCI)
""
General Services Administration (GSA)
Gypsum Association (GA)
Hardwood Manufacturers Association (HMA)
Hardwood Plywood Institute (HPI)
Hardwood Plywood Manufacturers Association (HPMA)
Heat Exchange Institute (HEI)
Hydronics Institute (HI)
^"
Hydraulic Institute (H.I.)
Illuminating Engineering Society of North America (IESNA)
Indiana Limestone Institute of America (ILI)
r
Industrial Risk Insurers (IRI)
Instrument Society of America (ISA)
International Municipal Signal Association (IMSA)
PM
Institute of Business Designers (IBD)
Institute of Electrical and Electronic Engineers (IEEE)
Insulated Cable Engineers Association, Inc. (ICEA)
Insulating Glass Certification Council (IGCC)
International Electrotechnical Commission (IEC)
Lead Industries Association, Inc. (LIA)
Lightning Protection Institute (LPI)
Manual of Accident Prevention in Construction
Associated General Contractors of America (AGC)
Manufacturers Standardization Society of the Valve and
Fittings Industry (MSS)
Maple Flooring Manufacturers Association (MFMA)
ti
Marble Institute of America (MIA)
Mechanical Contractors Association of America (MCAA)
r
Metal Building Manufacturer's Association (MBMA)
Metal Lath/Steel Framing Association (MLISFA)
Military Standardization Documents (MIL)
�,..,
r
(US Department of Defense)
7
374/94 REFERENCE STANDARDS
Section 01.090 Page 4
National Asphalt Pavement Association (NAPA)
National Association of Architectural Metal
Manufacturers (NAAMM)
National Association of Plastic Fabricators (NAPF)
(now DLPA)
National Builders Hardware Association (NBHA)
National Building Granite Quarries Association (NBGQA)
National Concrete Masonry Association (NCMA)
National Council on Radiation Protection and Measurements
(NCRPM)
National Electric Code (NEC)
National Electrical Contractors Association (NECA)
National Electrical Manufacturer's Association (NEMA)
National Elevator Industry, Inc. (NEII)
National Fire Protection Association (NFPA)
National Forest Products Association (N.F.P.A.)
National Hardwood Lumber Association (NHLA)
National Institute of Standards and Technology (NISI)
National Kitchen Cabinet Association (NKCA)
National Lumber Grades Authority (NLGA)
National Oak Flooring Manufacturers Association (NOFMA)
National Paint and Coatings Association (NPCA)
National Particleboard Association (NPA)
National Roofing Contractors Association (NKCA)
National Sanitation Foundation (NSF)
National School Supply and Equipment Association (NSSEA)
National Terrazzo and Mosaic Association (NTMA)
National Wood Window and Door Association (NWWDA)
National Woodwork Manufacturer's Association (NWMA)
Occupational Safety and Health Administration (OSHA)
Painting and Decorating Contractors of America (PDCA)
Plumbing and Drainage Institute (PDI)
Porcelain Enamel Institute (PEI)
Portland Cement Association (PCA)
Prestressed Concrete Institute (PCI)
Product Standard of NBS (PS)
Redwood Inspection Service (RIS)
Resilient Floor Covering Institute (RFCI)
Rubber Manufacturers Association (RMA)
Rural Electrification Administration (REA)
(US Department of Agriculture)
Safety Glazing Certification Council (SGCC)
Scientific Apparatus Makers Association (SAMA)
Sealed Insulating Glass Manufacturers Association (SIGMA)
Sheet Metal and Air Conditioning Contractors National
Association Inc. (SMACNA)
Single Ply Roofing Institute (SPRI)
Southern Hardwood Lumber Manufacturers Association (SHLMA)
(now HMA)
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i
374/94 REFERENCE STANDARDS
Section 01.090 Page 5
Southern Pine Inspection Bureau (SPIB)
Standard Code for Arc and Gas Welding of the American
Welding Society Steel Joist Institute (SJI)
Steel Deck Institute (SDI)
Steel Door Institute (S.D.I.)
Steel Joist Institute (SJI)
Steel Structures Painting Council (SSPC)
Steel Window Institute (SWI)
Structural Clay Products Institute (SCPI)
Submersible Wastewater Pump Association (SWPA)
Sump and Sewage Pump Manufacturers Association (SSPMA)
Texas Department of Transportation (TDOT)
Thermal Insulation Manufacturers Association (TIMA)
Tile Council of America (TCA)
Truss Plate Institute (TPI)
Underwriter's Laboratory (UL)
U.S. Department of Agriculture (USDA)
United States Department of Health and Human Services (USHHS)
Unites States Department of Labor (DOL) (USDOL)
U.S. Pharmacopoeia (USP)
U.S. Postal Service (USPS)
Wallcovering Manufacturers Association (WCMA)
Water Systems Council (WSC)
West Coast Lumber Inspection Bureau (WCLIB)
Western Lath Plaster Drywall Industries Association (WLPDIA)
(Formerly California Lath & Plaster Association)
Western Wood Products Association (WWPA)
Wire Reinforcement Institute (WRI)
Wood and Synthetic Flooring Institute (WSFI)
Woodwork Institute of California (WIC)
Woven Wire Products Association (W.W.P.A.)
PART 2 PRODUCTS
(Does Not Apply)
PART 3 EXECUTION
(Does Not Apply)
r
End of Section
7
374/94 POURED GYPSUM ROOF DECK
Section 03.510 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions of the Agreement, Special
Conditions and General Requirements (Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of poured gypsum roof deck is to be determined by tear off of existing built-up roof —
membrane and inspection of existing gypsum roof deck. The Contractor shall notify the Architect
if the existing gypsum roof deck is found to be structurally sound.
1.03 RELATED WORK SPECIFIED ELSEWHERE ^
A. Moisture and Thermal Protection - Division 7.
B. Section 00.815 Special Conditions
1.04 QUALITY ASSURANCE —
A. Codes and Standards: Comply with the provision of the following standards, except as otherwise
indicated.
1. ANSI A 59.1 "Reinforced Gypsum Concrete".
2. ASTM C 317 "Standard Specification for Gypsum Concrete".
3. ASTM C 956 "Installation of Cast -In -Place Reinforced Gypsum Concrete". —
B. Product Data: For information only, submit 2 copies of manufacturer's specifications with
application and installation instructions for reinforcements and gypsum concrete.
1.05 JOB CONDITIONS
A. Cold Weather Placement: Do not mix or place gypsum concrete during weather when the
temperature or project exposure will freeze the concrete before chemical set has taken place.
PART 2 PRODUCTS —
2.01 MATERIALS
A. Cross Tees: 24 gauge minimum sheet metal or hot rolled steel tees, shop painted or galvanized.
B. Gypsum Formboards: ASTM C 318, 1/2" thick with surface treated specifically to resist fungus
growth.
C. Reinforcing Mesh: Woven wire fabric conforming to ASTM A 82, galvanized, with 19 gauge wires
woven to form 2" hexagonal mesh with 16 gauge wires woven longitudinally at 3" intervals across
the width, or equivalent mesh with an effective cross -sectional area of not less than 0.026 sq. in.
per ft. of width.
374/94 POURED GYPSUM ROOF DECK
Section 03.510 Page 2
D. Gypsum Concrete: Pyrofill mill - formulated, composed of calcined gypsum and aggregates
complying with ASTM C 31 and ANSI A59.1 standards.
1. Provide Class "A" gypsum concrete (500 psi compressive strength) with not more than 12 1/2%
weight of approved aggregate.
E. Expansion Joint Filler: Type Recommended by gypsum mill mixture manufacturer.
F. Minimum Thicknesses: Follow criteria of ANSI C 956 for determining minimum gypsum concrete
thickness, except that there shall be not less than 1/2" of gypsum concrete over the top of
subpurlins.
G. Mix Gypsum Concrete hi accordance with mill mixture manufacturer's recommendations for the
type of placement (hand or hose) operation employed. Do not exceed the amounts of water as
determined by design mix criteria, unless otherwise acceptable to the Architect.
1. Keep all mixing and placement equipment clean and free of hardened lumps of gypsum
concrete.
PART 3 EXECUTION
3.01 INSPECTION
A. Installer must examine the areas and conditions under which poured gypsum decking 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 matter acceptable to the Installer.
3.02 FORMBOARD SYSTEM
A. Cross Tees: Locate over existing subpurlins or framing members to provide support for formboard
ends, as required.
B. Formboards: size to fit snugly at edges and cut to fit accurately at walls, curbs, and openings, as
required. Install with long sides of boards supported on flanges of subpurlins or joists and ends
supported on framing members or cross tees.
C. Caulk (scratch in) joints with gypsum concrete to prevent leakage during placing of main gypsum
concrete deck. Do not install more formboards in one day than will have gypsum concrete placed
over them during that day.
3.03 GYPSUM CONCRETE:
A. Reinforcement: Lay wire reinforcing over tops of subpurlins. Lap ends of welded fabric not less
than 6" and 4" for woven mesh. Do not lap sides of reinforcement. Cut to fit at walls, curbs,
projections and openings.
B. Expansion Joints: Provide where required, with joints placed between junctures of roof slabs with
parapet walls and other roof projections.
7
374/94 POURED GYPSUM ROOF DECK
Section 03.510 Page 3
C. Conveying: Provide adequate equipment and personnel to ensure a uniform, continuous flow of
gypsum concrete at the point of delivery, without segregation and loss of material.
D. Placing and Finishing: Do not interrupt placement of gypsum concrete until the entire panel or
section is completed. Place material in one layer, using techniques so as to minimize deflection of
formboa rd.
1. Immediately after placement, screed and level to the required thickness and trowel to smooth,
even plane. Use care to prevent spattering of supporting structure and walls, staining
underside of formboards, and to minimize impact of formboards.
2. After main decking is in place, construct cants and other built-up surfaces as required.
E. Ventilation: Provide adequate underside ventilation and heat, if necessary, after placement of
gypsum concrete to insure complete drying of the decking.
F. Cleaning and Repair: After deck has set and before roof application, scrape rough areas smooth, "
patch uneven areas with fresh gypsum concrete slurry and trowel patches smooth.
1. Replace work that is damaged beyond repair as directed by Architect. —
2. Promptly clean spatter from exposed walls and supporting structures before it sets. Clean
soiled exposed formboard. Remove and replace damaged exposed boards.
r
3. Remove all debris and unused materials resulting from the work of this section from the site.
End of Section
r""
374/94 METAL FABRICATIONS
Section 05.500 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including Uniform General Conditions, Supplementary
General Conditions, Special Conditions and General Requirements (Division 1), apply to the
work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of miscellaneous metal work is shown on the Drawings and includes items fabricated
from metal shapes, plates, angles and pipe which are not a part of other metal systems in other
sections of these specifications.
B. Provide all labor, material, equipment and services necessary for the furnishing and installing of
miscellaneous fabricated metal items as shown on the Drawings and specified herein.
1.03 QUALITY ASSURANCE
A. Take field measurements prior to preparation of shop drawings and fabrication. Assume
responsibility for accuracy of such dimensions and for proper fitting and assembly of work.
B. Preassemble items in shop to greatest extent possible to minimize field splicing and assembly.
Disassemble units only as necessary for shipping and handling limitations. Assemble with as few
joints as possible. Clearly mark units for reassembly and coordinated installation.
C. All welding shall be done in strict accordance with the American Welding Society's "Code for
Welding in Building Construction" (AWS D1.0), latest edition.
D. Drill, cut, punch and tap metal items as required for anchoring and accommodating work of
other trades. Reinforce where required. Design and fabricate so that items will not be distorted
r., or fasteners overstressed due to expansion and construction.
ti
E. The American Institute of Steel Construction's "Specification for the Design, Fabrication and
Erection of Structural Steel for Buildings" and "Code of Standard Practice for Steel Buildings
and Bridges", latest editions, and hereby included by reference, and are a part of the
t : Specifications for this division of work to the same extent as if written out in full and bound
herewith, insofar as they are applicable and not in conflict with these Specifications.
1.04 SUBMITTALS
A. Submit manufacturer's specifications, anchor details and installation instructions for products to
be used in the fabrication of miscellaneous metal work. Including paint products. Indicate by
transmittal that copy of instructions has been distributed to Installer.
B. Submit shop drawings for fabrication and erection of miscellaneous metal assemblies. Include
plans, elevations, details, sections and connections. Show anchorages and accessory items.
374/94 METAL FABRICATIONS
Section 05.500 Page 2
PART 2 PRODUCTS
2.01 MATERIALS
A. Metal Surfaces, General: For fabrication of miscellaneous metal work which will be exposed to
view, use only materials which are,smooth and free of surface blemishes including pitting, seam
marks,'roller marks, rolled trade names and roughness. "
B. Structural Steel Plates, Shapes and Bars: ASTM A36.
C. Primer: SSPC Paint 15; Type 1, red oxide.
D. Provide all necessary bolts, angles, clips, hangers, screws and other items required for a complete
and satisfactory assembly and installation.
E. Concrete Expansion Anchors: Sleeve type anchors meeting Federal Specifications FF-S-325,
Group II, Type 3, Class 3 or Wedge Type anchors meeting Federal Specifications FF-S-325,
Group II, Type 4, Class 1.
F. Headed Stud Type Shear Connectors: ASTM A108, Grade 1015 or 1020, cold finished carbon
steel, with dimensions complying with AISC specifications.
2.02 FABRICATION, GENERAL
A. Use materials of size and thickness shown, or if not shown, of required size and thickness to
produce strength and durability in finished product. Work to dimensions shown or accepted on
shop drawings, using proven details of fabrication and support. Use type of materials shown or
specified for various components of work.
B. Form exposed work true to line and level with accurate angles and surfaces and straight sharp
edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise shown. Form
bent -metal corners to smallest radius possible without causing grain separation or otherwise
impairing work.
C. Weld comers and seams continuously, complying with AWS recommendations. Grind exposed
welds smooth and flush, to match and blend with adjoining surfaces.
D. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners
wherever possible. Use exposed fasteners of type shown, or if not shown, Phillips flat -head
(countersunk) screws or bolts.
E. Provide for anchorage of type shown, coordinated with supporting structure. Fabricate and
space anchoring devices as shown and as required to provide adequate support for intended use.
F. Cut, reinforce, drill and tap miscellaneous metal work as required to receive finish hardware and
similar items.
G. Shop paint miscellaneous metal work.
374/94 METAL FABRICATIONS
Section 05.500 Page 3
I. Remove oil, grease and similar contaminants in accordance with SSPS SP-1 "Solvent Cleaning."
J. Immediately after surface preparation, brush or spray on primer in accordance with
manufacturer's instructions, and at rate to provide uniform dry film thickness of 2.0 mils for each
coat. Use painting methods which will result in full coverage of joints, comers, edges and
exposed surfaces.
K. Apply one shop coat to fabricated metal items, except apply 2 coats of paint to surfaces
inaccessible after assembly or erection.
203 MISCELLANEOUS METAL ITEMS
A. Provide miscellaneous steel framing and supports which are not a part of other sections of the
work.
B. Fabricate miscellaneous units to sizes, shapes and profiles shown or, if not shown, of required
dimensions to receive adjacent other work to be retained by framing. Except as otherwise
shown, fabricate from structural steel shapes and plates and steel bars, of welded construction
using mitered corners, welded brackets and splice plates and minimum joints for field
connection. Cut, drill, and tap units to receive hardware and similar items.
PART 3 EXECUTION
3.01 INSTALLATION
A. Provide anchorage devices and fasteners where necessary for securing miscellaneous metal items
to in -place construction; including threaded fasteners, toggle bolts, through -bolts, screws and
other connectors required.
B. Perform cutting, drilling and fitting required for installation of miscellaneous metal items. Set
work accurately in location alignment and elevation, plumb, level, true and free of rack,
measured from established lines and levels.
C. Fit exposed connections accurately together to form tight hairline joints. Weld connections
which are not to be left as exposed joints, but cannot be shop welded because of shipping size
limitations. Grind joints smooth and touch-up shop paint coat. Do not weld, cut or abrade the
surfaces of exterior units which have been hot -dip galvanized after fabrication, and are intended
for bolted or screwed field connections.
D. Comply with AWS Code for procedures of manual shielded metal arc welding, appearance and
quality of welds made, and methods used in correcting welding work.
E. Immediately after erection, clean field welds, bolted connections, and abraded areas of shop
paint, and paint exposed areas with same material as used for shop painting. Apply by brush or
spray to provide a minimum dry film thickness of 2.0 mils. Do not paint stainless steel bolts,
nuts or washers.
End of Section
F
374/94 CARPENTRY WORK
Section 06.100 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including Uniform General Conditions, Supplementary
General Conditions, Special Conditions and General Requirements (Division 1), apply to the work
specified in this section.
1.02 DESCRIPTION OF WORK `
A. Carpentry work includes carpentry not specified as a part of other sections of these specifications `
and which generally is not exposed to view unless otherwise detailed or scheduled. Work under this
section includes:
1. Wood Nailers and Blocking.
1.03 QUALITY ASSURANCE
A. Lumber Standards shall comply with PS 20 and with the applicable rules of the respective grading
and inspecting agencies for species and products indicated.
B. Keep materials dry during delivery, storage and handling. Store lumber and plywood in stacks with
provision for air circulation. Protect bottom of stacks against contact with damp surfaces. Protect
exposed materials from weather.
C, Coordinate location of furring, nailers, blocking, grounds and similar supports so that attached work
will comply with design requirements.
D. Factory -mark each piece of lumber to identify the type, grade, agency providing the inspection _
service, the producing mill and other qualities as specified herein..
E. Marking may be omitted if certificate of inspection is provided for each shipment.
F. Shop -fabricate carpentry work to the extent feasible and where shop fabrication will result in better
workmanship than feasible for on -site fabrication.
G. Treat lumber as specified.
H. Fit carpentry work to other work. Scribe and cope as required for accurate fit.
I. Time delivery and installation of carpentry work,to avoid delaying other trades whose work is
dependent on or affected by the carpentry work and to' comply with protection and storage
requirements. _
L Keep carpentry materials dry during delivery. Store lumber and plywood in stacks with provision
for air circulation within stacks. 'Protect bottom of stacks against contact with damp or wet surfaces.
Protect exposed materials against weather.
K. Do not store dressed or treated lumber outdoors.
7
374/94 CARPENTRY WORK
Section 06.100 Page 2
L. Store materials for which a maximum moisture content is specified, only in areas where relative
humidity has been reduced to a level where specified moisture content can be maintained with a
tolerance of plus or minus 1%.
1.04 REFERENCE STANDARDS
A. Western Wood Products Association, "Grading Rules for Western Lumber".
B. Southern Pine Inspection Bureau, "Standard Grading Rules for Southern Pine Lumber".
C. Product Standard of NSB, "Product Standard P3-166 for Softwood Plywood/Construction and
Industrial".
D. Architectural Woodwork Institute (AWI) "Quality Standards".
1.05 SUBMITTALS
A. For information only, submit 2 copies of chemical treatment manufacturer's instructions for proper
use of each type of treated material. Indicate by transmittal form that copy of each instruction has
been distributed to the installer.
PART 2 PRODUCTS
2.01 ROUGH CARPENTRY MATERIALS AND COMPONENTS
Stress Group Species (Commercial Designation)
A Douglas Fir, Larch
B Hem -Fir
C Eastern Hemlock, Tamarack, Jack Pine
Pacific Coast Yellow Cedar
D Coast Sitka, Ponderosa Pine, Pacific
Spruce -Pine -Fir
E Eastern White Pine, Red Pine, Western
Cedars, Western White Pine
A. Lumber shall be graded in accordance with established Grading rules: Maximum moisture content
of 19 per cent; of following species and grades:
1. Non-structural light framing: Stress group A; standard grade.
I B. Nails, Spikes and Staples: Galvanized for exterior locations, high humidity locations and treated
wood: plain finish for other interior locations; size and type to suit application.
C. Bolts, Nuts, Washers, Lags, Pins and Screws: Medium carbon steel; sized to suit application
y; galvanized for exterior locations; high humidity locations and treated wood; plain finish for other
interior locations.
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374/94 CARPENTRY WORK
Section 06.100 Page 3
D. Fasteners:
1. Bolts or power activated type for anchorage to steel.
2. Nails and Staples: FS FF-N-105.
3. Tacks: FS FF-N-103.
4. Wood Screws: FS FF-S-111.
5. Bolts and Studs: FS FF-B-575. -
6. Nuts: FS FF-N-836.
7. Washers: FS FF-W-92.
8. Lag Screws or Lag Bolts: FS FF-B-561.
9. Expansion Shields, Expansion Nails and Drive Screw Devices: FS FF-S-325.
10. Toggle Bolts: FS FF-B-588
11. Bar or Strap Anchors: ASTM A 575 carbon steel bars.
E. , Grounds and Nailers: No. 1, KD, Southern Yellow Pine, or No. 1, Douglas Fir -Larch, 19%
maximum M.C., exterior treated.
2.02 WOOD PRESERVATIVE TREATMENT
A. Treat all wood to comply with the applicable requirements of the American Wood Preservers
Institute (AWPI).
B. Pressure treat all wood blocking with water -borne preservatives for above ground use, complying
with AWPI-LP-2.
C. Kiln -dry wood to a maximum moisture content of 15% after treatment with water -borne
preservatives.
PART 3 EXECUTION
3.01 PREPARATION
A. Installer must examine all parts of the supporting structure and the conditions under which the
carpentry work is to be installed, and notify the Contractor in writing of any conditions detrimental
to the proper and timely completion of the work.
3.02 INSTALLATION OF BLOCKING, NAILERS AND STRIPPING
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374/94 CARPENTRY WORK
„e Section 06.100 Page 4
A. Erect wood blocking, stripping and nailing members true to lines and level. Do not deviate from
true alignment more than 1/4 inch.
B. Construct members of continuous pieces of longest possible lengths.
C. Securely attach carpentry work to substrates by anchoring and fastening as shown and as required
by recognized standards.
D. Provide blocking members of sizes and on spacings shown. Cut, join and tightly fit blocking around
other work. Do not splice structural members between supports unless otherwise detailed.
E. Anchor and nail as shown, or if not shown, to comply with the "Recommended Nailing Schedule -
Table 1" of the "Manual for House Framing" and other recommendations of the National Forest
Products Association.
3.03 PROTECTION
A. Any work damaged through neglect of above causes or by any other means shall be replaced by
Contractor without additional cost to the Owner.
End of Section
17"
F
374194 ROOFING DEMOLITION
Section 07.000 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
.A. The general provisions of the Contract, including Uniform General Conditions, Supplementary
General Conditions, Special Conditions and General Requirements (Division 1), apply to the
work specified in this section.
1.02 DESCRIPTION OF WORK
A. Work under this section consists of the furnishing of all equipment, tools and facilities, and
performing all labor and services necessary for the demolition work required in connection with
this project.
B. Demolition work includes the cutting out and removal of all existing aggregate surfacing, base
flashings, penetration flashings, built-up roofing, deteriorated gypsum roof deck, formboard and
other related items required for the satisfactory installation of new gypsum concrete roof deck,
insulation, roofing and flashing systems.
C. Demolition work includes the cutting out and removal of deteriorated plywood parapets where
noted on the Drawings.
D. The work of this section shall include the removal and disposal of all items required for the
complete and satisfactory installation of the new roofing and flashing systems.
E. Attention is called to the requirements for the protection of the existing interior portions of the
building from demolition work as specified in Special Conditions.
1.03 SALVAGED ITEMS
A. Items to be salvaged and reinstalled include, but are not necessarily limited to, the following:
exhaust fans, smoke vents and roof drains.
1.04 RELATED WORK SPECIFIED ELSEWHERE
A. Section 00.815 Special Conditions
PART 2 PRODUCTS
i.
(Does Not Apply)
PART 3 EXECUTION
3.01 PREPARATION
A. Prior to commencing removal of debris, provide a dumpster or dump truck to be located
adjacent to the building where directed by the Owner's Representative.
374/94 ROOFING DEMOLITION
Section 07.000 Page 2
B. At the beginning of each workday, securely plug all roof drains and suppers within the area of
work for that day. Plugs shall be removed at end of each workday or before arrival of inclement
weather.
C. Schedule work to avoid use of newly. constructed roofing for storage, walking surface and
equipment movement. Move equipment and ground storage areas as work progresses.
3.02 EXISTING MECHANICAL EQUIPMENT
A. Exhaust fans and other equipment shall be moved as required to install roofing materials
complete and in accordance with drawings and specifications. When units and equipment are to
be moved, they shall be carefully disconnected and removed to a protected area so as not to
damage any component thereof, and shall be reconnected in such a way that they are restored to
their prior operating condition. Appropriate measures shall be taken to prevent dust, vapors,
gasses or odors from entering the building during roof removal, replacement or repair. All
disconnection and reconnection of all mechanical, plumbing and electrical items shall be
performed by a mechanical and/or electrical company licensed to perform such work.
3.03 PROTECTION OF EXISTING WORK
A. Adjacent existing work to remain shall be protected from damage. Work damaged by the
Contractor shall be repaired to match the original condition at no additional expense to the
Owner.
3.04 ASBESTOS CONTAINING ROOFING MATERIALS (ACRM)
A. The base flashing materials to be removed have been tested and have been found to contain
asbestos. The asbestos is non -friable in its present state.
B. The Contractor is directed to strictly conform with the following procedures in all areas where
the asbestos containing roofing materials are required to be removed or disturbed.
C. The Contractor shall provide documentation to the Owner's Representative that the Contractor
has removed asbestos containing base flashings on previous projects that have undergone
qualified air monitoring without reaching the action level for asbestos fiber release.
D. The City of Lubbock may choose to have air monitoring performed at the City's expense. The
Contractor is not required to provide air monitoring.
E. Should employee exposure levels to asbestos exceed allowable limits, all further removal and
disposal of ACRM shall be performed under separate contract by others. If a separate contract
for the removal and disposal of the ACRM is required, the cost for the separate contract will be
paid by the City of Lubbock. All other work required by the Contract Documents shall remain
fully in effect, and shall be performed under this Contract with no change to the Contract Sum.
No additional compensation shall be due the Contractor because of the work of the separate
contract involving the ACRM unless agreed to in advance by the City of Lubbock.
F. Every effort shall be made by the contractor to minimize the potential for release of asbestos
fibers into the environment. The visible release of friable asbestos fibers into the environment is
374/94 ROOFING DEMOLMON
- - Section 07.000 Page 3
not permitted by EPA (NESHAPS). The Contractor shall be required to wet the material
during the removal process and prior to the transportation of the ACRM to the approved Type I
landfill for disposal.
G. The contractor shall provide the following information to the Architect:
1. Name and address of the Contractor.
2. Name and address of the project supervisor.
3. Location and description of the project.
4. Description of the work practices.
5. Description of the personal safety protection.
6. Name and address of the waste disposal site.
7. Dates of participation in the project.
8. Roster of employees used in the project.
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H. A copy of any and all violations issued to the Contractors and/or Subcontractors by EPA, OSHA,
state agencies or the local government during the course of the project as a result of activities
connected with this project shall be provided to the Architect immediately upon receipt of such
notification.
I. The Contractor must obtain permission from an approved Type I landfill for the disposal of the
ACRM. This permission must be in writing, and a copy of the letter must be provided to the
Architect. The Contractor must certify that the proposed landfill is certified as a Type I landfill
and is currently actively accepting asbestos or special waste. Such certification should be
available from the operator of the landfill or from the TWC, which is the: agency responsible for
certification. Documentation required by this section shall be made available for verification
prior to initiation of the ACRM removal project.
J. Copies of the bills of lading for each delivery of ACRM taken from the project made to the
Type I landfill shall,be provided to the Architect during the removal process.
Y_ Inn addition to compliance with those regulations dealing with ACRM, the Contractor must
comply with any and all regulations applicable to the project. This pertains to portions of
volume 29 of the Code of Federal Regulations enforced by OSHA including, but not limited to,
parts 1926 and 1910 for construction and general industry respectfully. Possible violations of
recognized safety or health regulations by either the Contractor, the Subcontractor or employees
of the Contractor or Subcontractor shall be brought to the attention of the Architect. Continued
violations shall result in a request for an on -site inspection by OSHA for purposes of clarification
of those violations identified.
L. Prior to the initiation of the removal project, the Contractor shall provide the Architect with a
copy of the Contractor's Hazard Communication Program, including copies of Material Safety
Data Sheets (MSDS) for any and all hazardous chemicals the Contractor will use in the course
of the removal project.
w M. The Contractor shall ensure that all materials are wet prior to removal. Under no circumstances
t shall the Contractor treat the ACRM in such a manner as to make it friable. This includes
sawing or grinding. The Contractor is allowed to chop or slice the material as long as the chosen
,.. method does not make the material friable. The Contractor has the choice of the following two
3
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374/94 ROOFING DEMOLITION
Section 07.000 Page 4
removal methods. The ACRM can be bagged into approved asbestos bags for disposal, or the
ACRM can be placed into an airtight dumpster for disposal. The Contractor can choose to send
all the roofing material to the certified landfill and avoid the necessity of separating the ACRM
and non-ACRM, or the Contractor can send only the ACRM roofing materials to the certified
landfill. The non-ACRM roofing materials do not have to be transported to a specialized
asbestos landfill.
3.05 MISCELLANEOUS PENETRATIONS
A. All existing items penetrating the roof deck to be removed (such as electrical service) shall be cut
off at deck level, sealed and patched to provide an acceptable substrate for the application of
membrane roofing.
3.06 EXISTING DETERIORATED POURED GYPSUM ROOF DECK
A. At the beginning of each day's work, provide test cuts into the existing roofing membrane and
deck over the area to be reroofed in that day's work.
B. Report any area (1,000 square feet or more) where existing poured gypsum roof deck may be --
structurally sound to the Architect.
C. Remove all deteriorated poured gypsum roof deck to existing fiberglass formboard below. Clean
debris and dust from surface of formboard before attempting to remove formboard.
D. Remove existing fiberglass formboard and cross tees paying special attention to preventing dust
and debris from falling into Owner occupied areas.
3.07 CLEANING
A. All salvaged materials not scheduled for reuse in this project and all demolished materials, debris
and rubbish shall become the property of the Contractor and shall be removed from the
premises.
B. Remove all dust and debris from interior spaces daily and from suspended plaster and acoustical
ceiling systems upon completion of work in each roof area.
C. Remove materials from the site as soon as practical and do not allow materials to accumulate on
the site. Burning of debris and rubbish will not be permitted. Do not use the Civic Center's
trash receptacles for placement of demolition materials.
End of Section
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374/94 ROOF INSULATION
Section 07.212 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including Uniform General Conditions, Supplementary
General Conditions, Special Conditions and General Requirements (Division 1), apply to the
work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of roof insulation work is shown on the Drawings and specified herein.
B. The work includes the mechanical fastening of a venting base ply over an existing or new poured
gypsum roof deck and mopping tapered insulation and insulative fill over the base ply where
noted on the Drawings.
C. The work includes the mechanical fastening of a venting base ply over art existing or new poured
gypsum roof deck and mopping composite insulation over the base ply where noted on the
Drawings.
D. Furnish all incidentals necessary for the satisfacroty completion of the work.
1.03 QUALITY ASSURANCE
A. The roof insulation work shall be done by a single firm so that there will. be undivided
responsibility for the specified performance of all component parts specified in Sections 07.000,
07.212, 07520, 07.600 and 07.900.
B. All work shall be installed in strict accordance with the manufacturer's directions for the
indicated conditions.
C. All materials, work and systems shall be in accordance with the requirements of the roofing
system manufacturer to permit the issuance of the ten (10) year guarantee specified in Section
07.520 Modified Bitumen Roofing.
1.04 SUBMITTALS
A. Submit manufacturer's product specifications, installation instructions and general
recommendations for the roofing insulation products required. Include data substantiating that
7 the materials comply with specified requirements, including evidence of required "R" values.
Indicate that the Installer has received a copy of the manufacturer's instructions.
B. Submit a sample section of all required roof insulation materials.
C. Submit manufacturer's product specifications for mechanical fasteners incuding installation
`' instructions and data substantiating that the fastener meets the requirements of this section.
Submit manufacturer's specifications for each type of fastener required for each type of structural
deck substrate encountered.
Vol
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374194 ROOF INSULATION
Section 07.212 Page 2
1.05 DELIVERY, STORAGE AND HANDLING
A. Deliver products in manufacturer's original containers, dry, undamaged, with seals and
labels intact.
B. Store insulation materials on wood pallets above the ground in a manner which will ensure that
there is no possibility of significant moisture penetration into the materials. Store in a dry, well
ventilated, weathertight place.
C. Do not store roofing materials on the roof deck in concentrated areas which will impose
excessive stress on the deck or structural members.
1.06 REFERENCES
A. ANSI/ASTM D41 - asphalt primer used in roofing, dampproofing, and waterproofing.
B. ASTM D312 - asphalt used in roofing.
C. National Roofing Contractors Association (NRCA) - roofing and waterproofing manual.
D. NBS-55 - preliminary' performance criteria for bituminous membrane roofing.
E. Underwriters Laboratories (UL) - fire hazard classifications.
F. Underwriters'Laboratories (UL) - fire hazard classifications.
1.07 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this
section for a period of not less than 5 years.
B. Applicator:Company specializing in performing the work of this section and approved
by the Manufacturer to construct and repair the Manufacturer's guaranteed roofing
systems.
1.08 REGULATORY REQUIREMENTS
A. Conform to applicable code for roof assembly fire hazard requirements.
B. Underwriters Laboratories, Inc. (UL): Class A' Fire Hazard Classification.
PART 2 PRODUCTS -
2.01 MATERIALS
A. Concrete Primer shall conform to ASTM D-41.
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374/94 ROOF INSULATION
Section 07.212 Page 3
B. Bitumen shall be airblown asphalt manufactured especially for roofing purposes complying with
the current edition or latest revision of ASTM specification D-312, Steep Grade, Type III, 185-
205 degrees F. softening point.
C. Composite Insulation shall be equal to 1 1/2 inch thick "IsoPerl" as manufactured by
International Permalite, Inc.. The aged "It" value of this material shall be a minimum of 7.70.
D. Fill Insulation in the tapered areas indicated on the Drawings shall be provided in multiples of 1"
thickness for 1/8" or 1/4" inclines. Fill Insulation shall be equal to "IsoLite", a rigid
polyisocyanurate insulation manufactured by International Permalite, Inc..'
E. Tapered Perlite Insulation shall be equal to Tapered Fesco Board Manufactured by Manville of
Denver, Colorado. Panels shall be tapered 1/8" rise in 12" run or 1/4" rise in 12" run where
noted on the Drawings. Minimum insulation thickness shall be 1/2 inch where placed over 1" fill
insulation at valleys to match height of composite insulation..
F. Tapered Edge Strips at roof drains shall be equal to 1" x 24" Tapered Edge as manufactured by
Cant Products, Inc. of Olive Branch, Mississippi.
G. Venting Base ply shall be equal to TAMKO VAPOR-CHAN, U.L. Type G2 B/U Label, ASTM
D-4897-89, Type II, asphalt impregnated glass fiber mat, bottom surface embedded with mineral
granules and embossed with brick/stone pattern, 77 lbs. per 100 sf minimum weight. Venting
Base Ply materials shall be compatible with the roofing membrane and produced by the same
manufacturer.
H. Base Ply shall be equal to TAMKO GLASS -BASE.
I. Self-locking Base Ply Fasteners shall be equal to ES-90 fasteners as manufactured by
E S Products, Inc., New Rochelle, NY 10801; (914)235-1700.
' PART 3 EXECUTION
3.01 INSTALLATION OF ROOF INSULATION/GENERAL
e
A. All roof insulation work shall be done in strict accordance with the instructions and
recommendations of the manufacturer. If printed instructions are not available or do not apply
(� to the project conditions, consult the manufacturer's technical representative for specific
recommendations before proceeding with the work.
B. Do no overload the building structure with the storage of materials or use of equipment on the
deck.
'j C. Do not proceed with the installation of insulation unless the materials, equipment and tradesmen
required for the installation of the roofing insulation and membrane over the insulation are on
the project site and ready to follow with this work immediately (same day) behind the work. Do
f not install any more insulation each day than can be covered with waterproof membrane by the
end of that working day.
17 a
11
374/94 ROOF INSULATION
Section 07.212 Page 4
D. Prepare the substrate so that it is dry, clean, relatively smooth and otherwise satisfactorily
prepared to receive the roof insulation board.
E. Mechanically fasten venting base ply to existing or new poured gypsum deck and fully adhere
insulation board to base sheet in a full mopping of hot steep asphalt in strict accordance with the
manufacturer's instructions and recommendations.
F. Where noted on the Drawings, fully adhere insulation board in a full mopping of hot steep
asphalt over the existing roofing components in strict accordance with .the manufacturer's written
instruction and recommendations.
G. At all multiple -layer applications, offset all joints of each layer a minimum of 6 inches from all
joints of the preceding layer.
H. Extend insulation full thickness over the entire surfaces to be insulated. Cut and fit tightly
around obstructions and fill voids with insulation.
I. Form slight depressions at roof scuppers and roof drains with insulation approximately 1" less in
thickness than for adjacent roof areas so that finished roofing will not be above adjoining areas.
J. All insulation application shall resist a wind uplift force of 90 pounds per square foot of deck
area in accordance with UL 1897.
K. The Contractor is cautioned that any insulation that becomes wet for any reason shall
be removed from the project site. The Contractor shall install temporary water cutoffs
at the end of each day. Leakage at this point is the sole responsibility of the ,
Contractor. Any material that becomes wet shall be removed and discarded, and shall
be replaced. Water, cutoffs shall be removed when work is resumed.
3.02 EXAMINATION
A. Verify that surfaces and site conditions are ready to receive work.
B. Verify deck is supported and secured.
C. Verify deck is clean and smooth, free of depressions, waves, or projections, and properly sloped.
D. Verify deck surfaces are dry and free of snow, or ice.
E. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set,
and cant strips, nailing strips and reglets are in place.
3.03 INSTALLATION OF BASE PLIES AT. POURED GYPSUM ROOF DECKS
A. Starting at the low 'point of the roof, mechanically fasten one ply of venting base ply, side lap 2
inches and end lap 4 inches. Install at right angles to the slope of the roof. Nail 'sheets along
the lap at intervals of not more than 9 inches, and stagger -nail down the center of the sheet on
18 inch centers.
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374/94 ROOF INSULATION
Section 07.212 Page 5
B. If installation of insulation does not immediately follow installation of venting base ply, then set
base ply over venting base ply. Starting at the low point of the roof, install an 18 inch width,
then a full 36 inch width of base ply, side lapped 2 inches and end lapped. 4 inches. Apply at a
right angle to the slope of the roof. Solid mop to the venting base ply with approximately 23
pounds of specification asphalt. Provide a glaze coat of asphalt over base ply as waterproofing
until insulation and modified base sheet can be installed.
3.04 INSULATION APPLICATION
A. Embed one layer of insulation into a flood coat mopping of hot bitumen in accordance with
insulation manufacturer's instructions. At areas to receive tapered insulation, lay second layer of
insulation with joints staggered from first layer.
B. Lay insulation boards with edges in moderate contact without forcing. Cut insulation to fit
neatly to perimeter blocking and around penetrations through roof.
C. Apply no more insulation than can be sealed with base ply membrane in same day.
D. Mopping asphalt shall be heated to between 375 degrees and 425 degrees F. at the point of
application (mop bucket, mechanical mopper or felt layer). Asphalt shall not be heated above
525 degrees F. nor held above 500 degrees F. for more than 4 hours.
E. Each board of insulation shall be walked into place and shall be physically checked by workmen
for proper adhesion.
F. Install fill insulation and tapered insulation in the areas and configurations shown on the
Drawings to achieve the 1/8 inch or 1/4 inch per 12 inch slope.
G. Form all crickets as shown on the Drawings.
H. The long dimension of the insulation boards shall generally rum perpendicular to the roof slope
and the short joints shall be staggered.
I. The insulation shall be butted together with no gaps greater than 1/4 inch. Gaps greater than 1/4
inch shall be filled with the same material.
3.05 TEMPORARY WATER CUTOFFS
A. The Contractor shall install temporary water cutoffs at the end of each day's work.
B. The water cutoff shall consist of two plies of GLASS -BASE roofing felt installed in moppings of
hot asphalt extending onto the deck and insulation a minimum of 6 inches.
C. The water cutoff must not lap onto the granule surfaced cap sheet.
D. When roofing work is to be resumed, the temporary water cutoff shall be removed cleanly from
the insulation (top surface and vertical joint) and from the deck to ensure tight insulation joints
and level insulation surfaces.
7
374/94 ROOF INSULATION
Section 07.212 Page 6
E. Any in -place roofing which becomes wet from the Contractor's failure to install a temporary
water cutoff or a faulty temporary water cutoff installation shall be removed and replaced by the
Contractor as directed by the Architect at no additional cost to the Owner.
3.06 CLEANING
A. At completion of work under this section, all rubbish accumulated by these operations shall be
removed from the site.
End of Section
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f.
374/94 MODIFIED BITUMEN ROOFING
Section 07.520 Page 1
PART 1 GENERAL
r
1.01
RELATED DOCUMENTS
A.
The general provisions of the Contract, including Uniform General Conditions, Supplementary
General Conditions, Special Conditions and General Requirements (Division 1), apply to the work
specified in this section.
1.02
DESCRIPTION OF WORK
A.
The extent of modified bitumen roofing work is shown on the Drawings and specified herein.
j
B.
The work includes membrane roofing over insulation board and all associated flashing materials
and miscellaneous items specified in this section.
r
1.03
QUALITY ASSURANCE
A.
The membrane roofing work shall be done by a single firm specializing in the types of roofing
required so that there will be undivided responsibility for the specified performance of all
component parts specified in sections 07.000, 07.212, 07.500, 07.520, 07.600 and 07.900.
r.,
B.
All work shall be installed in strict accordance with the manufacturer's directions for the indicated
1
k
conditions.
1.04
SYSTEM
i
A.
Roofing Systems shall be equal to TAMKO Asphalt Products modified bitumen specification
#107FR, Awaplan Premium FR membrane.
r►
B.
The following roofing systems are approved for the work of this section provided that all other
conditions of this Section 07520, including the system warranty and membrane warranty, specified
in other portions of this Specification, are met and warranties issued:
1. GAF system with Ruberoid MB Plus FR membrane.
Pot
2. Nord Bitumi system with Nord Flex FR membrane.
,1
3. US Intec, Inc. system with BraMex 250FR membrane.
1
4. Performance Building Products system with Permax B-FR membrane.
5. GS Roofing Products system with GMS 250 membrane.
6. The reinforcing mat in the modified bitumen membrane shall be partially or wholly
constructed of polyester and shall weigh a minimum of 250 grams per square meter.
1.05 SUBMITTALS
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374/94 MODIFIED BITUMEN ROOFING
Section 07.520 Page 2
A. Submit the manufacturer's product specifications, installation instructions and general
recommendations for each type of roofing product required. Include data substantiating that
materials comply with specified requirements.
B. Submit the manufacturer's certification indicating that bulk bituminous materials delivered to the
project comply with the required standards. ;
C. At the completion of the project and prior to final payment, the Contractor shall furnish three (3)
copies of the manufacturer's unlimited ten (10) year warrantee covering materials and
workmanship for the roofing and base flashing systems, equal to that issued by TAMKO Asphalt
Products. Warranty shall cover leaks which result from either material or workmanship defects,
shall not be subject to a deductible, and shall not be prorated. Warranty coverage shall include
repairs to the roofing system to the extent necessary to return the roofing system to a watertight
condition.
D. Provide a 12 year product warranty for the modified bitumen membrane material from the roofing
manufacturer. Warranty shall cover leaks which result from material defects, shall not be subject
to a deductible, and shall contain no maximum penal sum.
E. The Applicator shall provide a standard two (2) year workmanship warranty which will include all
flashing and sealing in conjunction with the roofing work.
1.06 MATERIAL STORAGE
A. Store roofing materials on wood pallets above the ground in a manner which will ensure that there
is no possibility of significant moisture penetration into the materials. Store in a dry, well
ventilated, weathertight place. Do. not leave unused felts on the floor overnight or when roofing
'work is not in progress. Store rolls of felts and other sheet materials on end.
B. Do not store roofing materials or equipment on the roof deck in concentrated areas which will
impose excessive stress on the deck or structural members.
1.07 EXTRA STOCK
A. Deliver two (2) complete rolls of modified bitumen membrane of the color selected for this project
to the Owner for the Owner's future use. Label the rolls with the project name and date.
1.08 INSPECTIONS
A. In addition to the warranty inspection by the roofing system manufacturer's technical
representative, a minimum of six (6) progress inspections by the roofing system manufacturer's
technical representative is required. These inspections shall occur during the installation of roof
insulation board, the base ply, the modified bitumen membrane, the parapet flashing systems and
the temporary water cutoff.
B. These inspections shall be coordinated and scheduled with the Owner's Representative a minimum
of two (2) days prior to the inspection.
C. The manufacturer's inspector shall be a person specially trained and experienced in roofing system
technology and installation procedures and shall be an employee of the roofing system
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374/94 MODIFIED BITUMEN ROOFING
r, Section 07.520 Page 3
manufacturer. Independent consultants retained by the manufacturer are not acceptable for the
purposes of this inspection.
PART 2 PRODUCTS
2.01 MATERIALS
A. All materials shall be acceptable to the manufacturer of the roofing system installed.
B. Provide roofing materials which comply with the following general standards or as recommended
by the roofing system manufacturer.
C. Roofing System Materials:
1. Bitumen shall be airblown asphalt manufactured especially for roofing purposes complying
with the current edition or latest revision of ASTM Specification D 31.2, Steep Grade,
Type III.
2. Modified Base Sheet shall be equal to TAMKO VERSA -BASE.
3. , Membrane shall be equal to TAMKO AWAPLAN PREMIUM FR Granule .Surfaced
modified bitumen membrane, -color shall be white.
4. Torch Applied Flashing Ply shall be equal to TAMKO AWAPLAN HEAT WELDING
Granule Surfaced modified bitumen membrane, color shall be white.
5. Mop Applied Flashing Ply shall be equal to TAMKO AWAPLAN PREMIUM FR Granule
Surfaced modified bitumen membrane, color shall be white.
6. Ceramic Granules shall be white.
D. Miscellaneous Materials:
1. Plastic Cement:
a. Equal to TAMKO "Plastic Roofing Cement (no. 881)", ASTM D-2822, FS SS-C-153,
Type I.
b. Equal to TAMKO "Heavy Flashing Cement (no. 885)", ASTM D-2822, FS SS-C-153,
Type I.
C. Equal to TAMKO "Wet or Dry Surface Plastic Roof Cement (No. 889)".
2. Concrete Primer shall comply with ASTM D 41.
3. Fasteners shall be galvanized or non-ferrous type, size and design as required to suit
application.
374/94 MODIFIED BITUMEN ROOFING
Section 07.520 Page 4
4. Expansion Joint Cover shall be Manville Corporation; "Expand-O-Flash", EPDM bellows,
Style Cr-, size to fit the conditions encountered.
5. Preformed Cant shall be 4" x 4" with a 5" face at a 45 degree angle. Cant material shall be
molded asphalt impregnated organic fiber or fire resistant perlite.
6. Protection sheets shall be equal to TAMKO Awaplan Premium modified bitumen sheet.
7. Termination Bars shall be minimum 1" x 1/8" thick aluminum with predrilled holes for
faetonPre at 6" n e and 1" frnm Pnde
8. Moisture Relief Vents shall be equal to Jimco JL-10 Insulated Aluminum One Way Roof
Vents.
E. Provide all additional materials required by the roofing system manufacturer to allow the issuance
of the Ten (10) NDL Year Roofing System Guarantee.
PART 3 EXECUTION
3.01 GENERAL REQUIREMENTS
A. All modified bitumen roofing materials and construction shall be done in strict accordance with
the manufacturer's instructions and recommendations. If printed instructions are not obtainable or
do not apply to the project conditions, consult the manufacturer's technical representative for
specific recommendations before proceeding with the work.
3.02 SUBSTRATE PREPARATION
A. Before ply application is started, prepare surface by removing trash, debris, grease, oil, water
moisture and contaminates affecting bond of asphalt to surface.
B. Verify that surfaces are dry per respective manufacturer's or applicator's published instructions.
C. Prepare other surfaces according to respective manufacturer's or applicator's published
instructions.
D. Use cleaning materials necessary to render an acceptable surface.
E. Use compatible materials on voids and joints so finished deck surface will be even and smooth.
F. Protect adjacent areas with tarpaulin or other durable materials.
G. Prepare properly for flashing and secure in position any projections through the roof deck. Install
new metal flashings, fascias, gravel guards and other items as required. Ensure roof drains, etc.,
are at proper height to permit water to drain properly without ponded water.
H. Inspect all parapet walls, roof edges, etc. prior to application of roofing to make sure that proper
provisions have been made to install metal roof edges, etc.
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374/94 MODIFIED BITUMEN ROOFING
l Section 07.520 Page 5
I. Do not apply roofing if damp weather is imminent or if any other conditions exist that will not
permit proper application. Do not apply roofing when moisture is present in the deck.
3.03 WORKMANSHIP
A. Protect any lifting point on the roof or deck where roofing materials are transferred from one
container to another with two sheets of 4' x 8' x 5/8" plywood laid with long edges together
covered with base sheet overlapping all sides four feet and up and over the parapet.
B. Repair any damaged areas of base sheet by applying a patch with mopping of hot asphalt
overlapping the damaged area 12" on each side.
C. Furnish a thermometer for checking temperature of asphalt in the kettle and at the point of
application to the roof deck.
D. Asphalt heating and application:
1. ASTM D312 Type III Steep Asphalt shall not be heated above 525 degrees F. nor held above
500 degrees F. for more than 4 hours and shall be applied at temperatures between 375
degrees F. and 425 degrees F. unless specifically instructed otherwise by the roofing system
manufacturer.
E. Provide temporary water cut-offs at the end of each day's work. Remove temporary water cut-offs
cleanly when work is resumed.
3.04 MEMBRANE ROOF INSTALLATION
A. Starting at the low point of the roof, embed one ply of base sheet with a minimum of 2" side laps
and a minimum of 4" end laps into a full mopping of hot steep asphalt at a minimum rate of 23
pounds per 100 square feet. Broom to obtain embedment of the base ply.
B. Starting at the low point of the roof, solidly adhere one ply of equal to TAMKO AWAPLAN
PREMIUM FR membrane by mop applying with minimum 4" side laps and minimum 6" end laps.
All laps shall be checked and sealed while the modified bitumen is still in a semi -fluid state from
roll application. A minimum of 1/4" flow of asphalt must extend beyond all edges. Set ceramic
granules in flow while asphalt is still in a fluid state. Asphalt application rite shall be a minimum
of 30 pounds per 100 square feet. Asphalt temperature shall be not less than 400 degrees F at
point of application. Do not mop more than 4 feet in front of roll. Remove factory splices of
modified asphalt sheet materials prior to installation or cover factory splicers in the field with a 12"
width of modified asphalt sheet material set in hot asphalt.
C. Apply membrane without wrinkles or tears, free from air pockets.
D. Extend membrane up cant strips and a minimum of 2 inches onto vertical surfaces.
E. At the end of each day install water cut-off consisting of two plies of coated base sheet installed in
mopping of asphalt extending onto the deck a minimum of 6 inches. Cover all exposed edges of
insulation. Completely remove cut-off before resuming roofing.
374/94 MODIFIED BITUMEN ROOFING
Section 07.520 Page 6
F. Seal membrane around roof penetrations.
3.05 FLASHINGS
A. All base and parapet flashings shall be torch applied material and system except at combustible
substrates.
B. Apply membrane base flashings to seal membrane to vertical elements. Extend a minimum of 6
inches onto field of roof surface and a minimum of 8 inches up vertical surface being flashed.
Secure top edge at 8 inches on center.
C. Apply modified bitumen parapet flashing in strict accordance with the manufacturer's written
requirements and recommendations.
D. Termination bars shall be bedded in sealant and shall be anchored 6" on center and within 1" of
the end of each bar. Abutting bars shall be spaced 1/4" apart. A continuous bead of sealant shall
be placed along the top of all termination bars.
E. At roof drains, terminate courses of membrane and hot bitumen at edges of drain. Trim surface
of insulation or deck where necessary so that roofing is flush with ring of drain.
F. Set metal flanges as recommended by the roofing materials manufacturer.
G. See Section 07.600 for miscellaneous sheet metal accessory items to be installed in the work.
H. Provide all accessories and materials to provide a complete and watertight installation of the
expansion joust cover.
3.06 MOISTURE RELIEF VENTS
A. No moisture relief vents shall be installed during the reroofing work.
B. The Contractor shall include in the Base Bid Amount the total cost to furnish and install thirty
(30) moisture relief vents. These vents will be installed within a_ two (2) year time period following
the Date of Substantial Completion.
C. The Owner's Representative will direct the timing and the locations where the vents are to be
installed.
D. All remaining vents not installed during the two (2) year time period will be delivered to the
Owner for the Owner's extra stock.
3.07 PROTECTION Sf IEETS
A. Protection sheets shall be placed where shown on the Drawings and adhered with a full mopping
of hot asphalt.
374/94 MODIFIED BITUMEN ROOFING
Section 07.520 Page 7
3.08 CLEANING
A. At completion of work under this section, all rubbish accumulated by these operations shall be
removed from the site.
-B. Remove all stains of every nature from all surfaces stained by the roofing operations. If stains
cannot be removed, the affected areas shall be replaced with new material matching the existing
material.
C. Remove all equipment, tools and excess materials from the site.
3.09 PROTECTION
A. Protect building surfaces against damage from roofing work.
B. Where traffic must continue over finished roof membrane, protect surfaces from damage.
End of Section
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374/94 FLASHING AND SHEET METAL
Section 07.600 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including Uniform General Conditions, Supplementary
General Conditions, Special Conditions and General Requirements (Division 1), apply to the
work specified in this section.
1.02 DESCRIPTION OF WORK
A. Provide all fasteners and any other items necessary for the satisfactory completion of the work.
Integrate this work with roofing work to provide a watertight installation..
B. Areas where flashings and sheet metal work is to be done,is shown and rioted on the Drawings
and specified herein.
C. The work includes the removing and reinstalling of existing metal flashings where shown on the
Drawings.
1.03 QUALITY ASSURANCE
A. The flashing and sheet metal work shall be done by a single firm specializing in the types of
roofing required so that there will be undivided responsibility for the specified performance of all
component parts specified in sections 07.000, 07.212, 07.520, 07.600 and 07.900.
B. All work shall be installed in strict accordance with the manufacturer's directions for the
indicated conditions.
C. All work shall be done in accordance with the recommendations of SMACNA.
1.04 SUBMITTALS
A. Submit manufacturer's product specifications installation instructions and general
recommendations for each type of product required. Include data substantiating that materials
comply with requirements.
B. Submit shop drawings showing types and thicknesses of metal, profiles, dimensions,
fastening methods, provisions for expansion and contraction, and joint details.
PART 2 PRODUCTS
2.01 MATERIALS
'.. A. Metal flashing , flanged hoods, counterflashing and similar shapes shall be fabricated from 26
gauge galvanized sheet steel where noted on the Drawings.
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B. Conductor heads, downspouts and counterflashing shall be fabricated from 24 gauge galvanized
sheet steel where noted on the Drawings. Fabrication and support shall be as recommended by
r,. SMACNA.
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374/94 FLASHING AND SHEET METAL
Section 07.600 Page 2
C. Splashpans shall be fabricated from 20 gauge galvanized sheet steel.
D. Nails and fastening devices shall match metal finish. All exposed fasteners shall have EPDM
gaskets.
E. Plastic cement shall be equal to Federal Specification SS-C-153, Type 1.,
F. Lead flashing shall be sheet lead weighing not less than 4 pounds per square foot.
G. Solder shall be 4% copper, 95.5% tin and 0.5% silver, lead-free, non acid type equal to Silver
Brite by Engelhard.
H. Compressible elastomeric tape shall be as recommended by the Roofing System Manufacturer.
I. Felt Ply shall be equal to TAMKO GLASS -BASE.
J. Provide all straps, outlets shapes, fasteners and other accessories to provide a complete,
watertight and satisfactory installation of the conductor heads and downspouts.
2.02 FABRICATION
A. Form sheet metal on a bending brake. Do all shaping, trimming and hand seaming on the bench
with proper sheet metal working tools.
B. Make angle bends and folds for interlocking the metal with full regard for expansion and
contraction to avoid buckling or fullness in the metal after it is installed.
C. Set metal already partly formed in place and fasten to structure by means of cleats.
D. Fabricate supplementary parts necessary to complete each item.
E. Form materials to shape indicated with straight lines, sharp angles and smooth curves.
F. Set sheet metal items level, true to a line and plumb unless otherwise shown or indicated.
G. Hem all edges of sheet metal work a minimum of 1/T so no raw edges of metal will be exposed.
H. Provide for thermal expansion and contraction in sheet metal exceeding 15 feet in
running length.
1. Place expansion joints at 15 feet on center maximum, and 2 feet from
corners and intersections.
2. Joints shall be minimum consistent with sizes of materials.
2.03 METAL COPING JOINTS
A. Metal coping joints in existing sheet metal work that is to be removed and reinstalled shall match
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374/94 FLASHING AND SHEET METAL
Section 07.600 Page 3
existing, except for the addition of a new 6 inch wide .032 inch aluminum cover plate over the
top of the joint. Apply sealant as shown on the detail in the Drawings for, new coping joints.
B. Metal coping joints in new sheet metal work shall be SMACNA "cover and backup plates" design
JS and as detailed on the Drawings.
PART 3 EXECUTION
3.01 PREPARATION
A. " Examine all surfaces that are to receive reinstalled or new flashing and sheet metal work before
r" starting installation. Surfaces shall be smooth, firm, dry and free from dirt and foreign materials.
Correct defects that would prevent proper installation of sheet metal. Drive all nails flush with
h -
surface.
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B. Keep work clean at all times and free of debris.
C. Proceeding with work shall be construed as evidence that surfaces to receive flashing and sheet
metal are satisfactory.
D. Verify all dimensions and take all measurements necessary at the site before fabrication of new
sheet metal items to ensure proper fit in the construction.
3.02 INSTALLATION
A. Installation shall be in strict accordance with the instructions and recommendations of the
Roofing System Manufacturer and SMACNA.
B. All sheet metal shall be fabricated and installed to provide water and weathertight construction,
set plumb, square and true in every respect. Sheet metal shall be set with lines and aligned
sharp and true; plain surfaces shall be free of waves and buckles. Joints and seams in plain
surfaces shall be avoided where possible.
C. Fixed seams in galvanized sheet metal shall be overlapped in the direction of flow, single locked
and soaked with solder. Non-acid soldering flux shall be used and soldering shall be done slowly
with well heated coppers, thoroughly and completely sweating seams with solder. Soldered
seams shall be constructed to provide ample provision for expansion and contraction.
D. Sheet metal work in connection with membrane roofing shall be set in place after the membrane
is in place and bedded as recommended by the roofing system manufacturer.
E. Where sheet metal is in contact with other metal of different composition, the two metals shall
be separated by a layer of felt set in a heavy coating of plastic cement.
F. All other flashing shown or required for waterproof installation shall be provided and installed in
accordance with good practice for permanence and appearance.
G. Construct roof drain flashing ring from sheet lead and install in strict accordance with the
instruction of the roofing system manufacturer.
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374/94 FLASHING AND SHEET METAL
Section 07.600 Page 4
H. Extend roof drain flashing flange a minimum of 18 inches out on roof deck.
I. Extend lead flashing down into vent stacks.
J. Install cleats and starter strips before starting installation of sheet metal
K. Secure flashings with concealed fasteners.
3.03 CONDUCTOR HEADS AND DOWNSPOUTS
A. Installation shall be in strict accordance with the recommendations of SMACNA, including the
spacing of downspout straps.
3.04 CLEAN-UP
A. Remove excess plastic cement, sealant materials and smears from adjacent surfaces and working
surfaces as work progresses.
B. On completion of work, recheck for spillage or droppings of plastic cement or asphalt products.
Thoroughly inspect all walks and drives for signs of spillage. Remove with a cleaning agent
approved by the Architect.
C. Remove all debris resulting from these operations from the site.
End of Section
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374194 CAULKING AND SEALANTS
Section 07.900 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions of the Agreement, Special
Conditions and General Requirements (Division 1), apply to the work speed in this section.
1.02 DESCRIPTION OF WORK
A. Perform all work required to complete the joint preparation, joint packing or filler, priming,
caulking and sealing indicated by the Drawings and speed herein.
B. Furnish all supplementary items necessary to completely weatherproof the budding in those areas
associated with the roofing and flashing work.
C. Seal all appropriate joints associated with the work to completely weatherproof the flashing
systems.
1.03 RELATED WORK
A. Section 07520 Modified Bitumen Roofing
B. Section 07.600 Flashing and Sheet Metal
1.04 QUALITY ASSURANCE
A. Sealant material manufactured by any of the following manufacturers is acceptable provided it
complies with the requirements of this section.
1. Pecora Chemical Corporation
2. Sonneborn Budding Products, Inc.
3. Products Research and Chemical Corporation
4. Tremco Manufacturing Company
5. W. R. Grace and Company
6. General Electric Company
7. Mameco International, Inc.
8. Gibson-Homans Company.
1.05 DELIVERY AND STORAGE
A. Deliver materials in unopened containers as packaged by the manufacturer. Store in a manner
to protect materials from the weather.
1.06 SUBMITTALS
A. Submit manufacturer's published data for sealants. Show each color available. Color selection
will be by the Architect.
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374/94 CAULKING AND SEALANTS
Section 07.900 Page 2
B. When requested by the Owner, submit samples of cured sealants and a 6" long sample of each
type of joint backup if required.
PART 2 PRODUCTS
2.01 MATERIALS
A. Sealant at applications other than in contact with modified bitumen roofing membrane shall be
equal to Vulkem 116 polyurethane sealant as manufactured by Mameco International, Inc. of
Cleveland, Ohio.
B. Sealant at applications coming in contact with modified bitumen roofing shall be equal to Black
Jack #1010 Neoprene Flashing Cement as manufactured by the,Gibson-Homans Company of
Twinsburg, Ohio, or as recommended by the roofing systems manufacturer.
C. Backing Rods shall be closed cell polyethylene or open cell polyurethane as recommended by the
sealant manufacturer for the application conditions encountered.
D. Sealant Primer shall be as recommended by the sealant manufacturer for each type of surface
application.
PART 3 EXECUTION
3.01 PREPARATION
A. Examine all surfaces to receive sealant and report all conditions not acceptable. Installation
shall be deemed as acceptance of the surface.
B. Clean all surfaces and joints thoroughly, removing all foreign matter, dust, oil, grease, water,
dirt, frost, old caulking material and previously applied paint or primer.
C. Prime and prepare surfaces in strict accordance with sealant manufacturer's written instructions
and recommendations.
D. Report unsatisfactory surfaces to the Owner's Representative.
3.02 APPLICATION OF SEALANTS
A. Follow sealant manufacturer's instructions regarding preparation, priming, application life and
application procedure.
B. Apply masking tape where required in continuous strips in alignment with joint edge. Remove
tape immediately after joints have been sealed and tooled as directed.
C. Apply sealant under pressure with gun having nozzle of proper size, or other appropriate means.
Provide sufficient pressure to completely fill joints.
374/94 CAULKING AND SEALANTS
Section 07.900 Page 3
D. Neatly point or tool sealant to provide proper contour. Use clean water -wet tool or tooling
solution recommended by manufacturer when tooling white or light colored sealant.
3.03 CLEANING
A. Clean adjacent surfaces of sealant excesses or smears. Use solvent or cleaning agent as
recommended by sealant manufacturer. Leave all finished work in a neat, clean condition.
B. Leave all finished work in a neat, clean condition.
End of Section
SPECIAL CONDITIONS
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374/94 SPECIAL CONDITIONS
Section 00.815 Page 1
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General conditions of the Agreement, Special
Conditions and GeneralRequirements (Division 1), apply to the work specified in this section.
1.02 SCOPE
A. The Special Conditions are to supplement the General Conditions of the Agreement.
1.03 PROJECT SITE
A. The project is located at 1501 6th Street in Lubbock, Texas.
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B. The Drawings describe the limits of work required by this Contract.
C. The grounds in the construction areas shall be protected from damage. The Contractor shall
take special care to ensure that no construction activities will interfere with any normal usage of
those areas. Any damage to those areas, beyond the construction limits, shall be repaired by the
Contractor to the City of Lubbock's satisfaction at no cost to the Owner.
D. All construction material storage shall be confined to the areas as indicated on the Drawings.
Under no circumstances shall any persons connected with the. Work use any area outside this
limit for the purpose of fabrication of storing materials.
E. Before submitting a Proposal for this Work, each Bidder shall be held responsible to have
r" examined the premises to thoroughly determine the existing conditions that will in any manner
affect the Work under'this Contract. No allowance shall be made subsequently in this
connection in behalf of the Contractor for any error of negligence on the Contractor's part, nor
r' for slight discrepancies on Drawings as to grades, slopes and elevations.
1.04 REFERENCE STANDARDS
A. All standards such as those issued by the American Society for Testing and Materials, American
Standards Association, Federal, Military, or General Services Administration Specifications which
are referred to in this Specification shall be considered as included herein by reference and
unless a date or other designation is given which establishes the date of publication, it shall be
that issue which is current at the time of bidding.
1.05 PERMITS, FEES, ETC.
A. The Contractor under each section of these Specifications shall arrange for a permit from the
local authority. Mechanical Subcontractor shall arrange for water, gas and sewer services. The
Electrical Subcontractor shall arrange for electrical services. If any charges are made by any of
the utility companies due to work in this project, respective Contractor shall pay these charges,
including charges for metering, connection, street cutting, etc. Each Contractor shall pay for any
inspection fees, other fees and charges required by ordinance, law, codes or these specifications.
374/94 SPECIAL CONDITIONS
Section 00.815 Page 2
1.06 LAWS, CODES, AND ORDINANCES
A. All work shall be executed in agreement with all national, state and local codes, ordinances, and
regulations governing the particular case of work involved, including utility company regulations.
The Contractor shall comply with all requirements of the following codes: (1) City of Lubbock
Health Department, (2) Uniform Building Code, (3) Uniform Mechanical Code, (4) NFPA
Bulletins, (5) National Plumbing Code, (6) National Electrical Code, (7) All statutes of the
State of Texas, (8) All Federal Laws. Each Contractor shall be responsible for the final
execution of the work under each heading to suit those requirements. Where these `specifications
and the accompanying drawings conflict with these requirements, the Contractor shall report the
matter to the Architect, shall prepare any supplemental drawings required illustrating how the
work may be installed to comply with these requirements, and on approval of the change by the
Architect, shall install the work in a satisfactory manner without additional cost to the Owner.
On completion of the work the Contractor shall obtain and. deliver to the Owner a final
certificate of acceptance.
1.07 DRAWINGS AND SPECIFICATIONS
A. The Drawings and Specifications are intended to describe and provide fora finished and
complete piece of work, and all work must meet the requirements of all the applicable and
governing laws, ordinances, rules and regulations of the locality.
B. No extra compensation will be allowed for oversight of any such requirements, except by written
order issued by the Owner.
C. Should any doubt arise regarding Drawings or Specifications, clarification shall be requested of
the Architect. Failure to do so will not relieve the Contractor from responsibility to complete
the work to the Owner's' satisfaction.
1.08 INTERPRETATION OF DOCUMENTS
A. Bidders on the proposed project, having any doubt as to the meaning of any part of the
proposed contract documents, shall submit and deliver written requests for interpretation thereof
to the Architect ninety-six (96) hours prior to bid opening time. Interpretations shall then be
made by "Addenda" only, duly issued by the Architect.
1.09 ADDENDA
A. Any addenda issued in writing by the Architect during the period of bidding shall be covered in
the Proposal for Construction, and in closing the contract such addenda will become a part
thereof and modify these Specifications and/or the Drawings accordingly. Verbal changes in the
work as shown or described made during the time of bidding will not be binding.
1.10 COORDINATION
A. All Contractors, and Subcontractors on the project shall coordinate their work with each other,
advisuig on work schedules, equipment locations, etc.
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374/94 SPECIAL CONDITIONS
Section 00.815 Page 3
1.11 DELIVERY AND STORAGE OF MATERIALS
A. Coordinate delivery with installation to minimize storage periods at the project site. Deliver in
manufacturer's unopened containers, bundles or packages, fully identified with manufacturer's
name, brand, type and grade.
CTURER'S RECOMMENDATIONS
1.12 MANUFA
A. All manufactured articles, materials and equipment shall be applied, installed, connected,
erected, secured, used, cleaned and put in operation as recommended, directed or speed by
the manufacturer, for the type of installation called for.
1.13 STANDARD ITEMS OF MANUFACTURE
r— A. Where standard items of manufacture are called for, but the Specifications or Drawings do not
p specifically describe every feature of the standard item, it is the intent of this Contract that the
'a item shall be installed complete with every feature advertised by the manufacturer as being a
component of the item.
i 1.14 ENGINEERING AND LAYOUT
r., A. The Drawings have been developed from field checking of certain existing conditions by the
Architect. The Contractor shall verify all existing conditions and dimensions and report any
discrepancies to the Architect prior to proceeding with the layout. The Contractor shall then lay
out his own work, be responsible for all lines, elevations and dimensions of the building, grading,
f paving, utilities and other work executed by him under the Contract. Exercise necessary
precaution to verify figures shown on Drawings before laying out work. Contractor will be held
responsible for any error resulting from his failure to exercise such precaution. Contractor shall
.� employ an experienced and competent instrument man to pay out the structure and establish a
permanent and accessible bench mark from which grades may be established and checked from
time to time during progress of the work.
1.15 MEASUREMENTS
A. Before ordering any materials or doing any work, the Contractor shall verify all dimensions and
other conditions affecting his work at the site or at the building and shall be completely
responsible for the accuracy of the same. The Contractor shall be responsible for the proper fit
of completed work. No extra charges or compensation will be allowed on account of any
differences between the actual dimensions and conditions and those indicated on the Drawings.
Any difference which may be found shall be submitted to the Architect for consideration before
proceeding with the work.
1.16 ACCEPTANCE OF SUBSTRATE
A. Each Subcontractor, Installer, Craftsman, trade, etc. shall examine all conditions of the substrate,
�^ or supporting structure, affecting their work. Notify the Contractor, in writing, of any 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.
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374/94 SPECIAL CONDITIONS
Section 00.815 Page 4
1
1.17 PROTECTION OF THE WORK
A. Whenever any part or all of the Work is suspended for any reason whatsoever, the Contractor
shall close up, cover, secure and protect all of the Work liable to sustain injury or loss from any
cause.
B. When necessary to avoid delay or to protect work or the premises, provide suitable pumping
equipment and keep excavations, pits and other areas involved, free of water that may leak, seep
or rain in.
C. Provide and be responsible for all temporary shoring, required for executing and protecting new
and existing work, if any.
D. When necessary to avoid delay or to protect work or equipment, provide suitable watertight
coverings over windows, doors, hatchways and such other openings admitting rain.
E. Provide temperature and humidity conditions as required for installation or protection of the
Work.
F. Protect from weather, soiling and damage using handling equipment and storage techniques
recommended by manufacturer or as required.
1.18 REPAIR OF DAMAGE
A. Each Contractor shall be responsible for any loss or damage caused by the Contractor, the
Contractor's workmen, or Subcontractors to the work or materials, to tools and equipment of
one another, to adjacent property and persons, and shall make good any loss, damage or injury
without cost to the Owner.
1.19 FIRE PROTECTION
A. Do not operate bitumen kettles inside the building.
B. Set temporary space heaters and other types of heaters on incombustible flooring only. Do not
burn building refuse in salamanders. Do not place heaters closer than 8 ft. to a combustible
partition or ceiling.
C. When in use, securely brace and tie flame -proof tarpaulins.
D. Provide metal canisters, with covers, for storage'of paint, oil or contaminated waste materials.
E. Conduct welding or torch cutting operations only in incombustible area. Take adequate
precautions to prevent sparks from dropping on combustible materials. Keep a fire extinguisher
readily available at all times.
F. Restrict storage of materials inside building to fireproof -areas.
G. Do not store gasoline, oil or other volatile liquids in the building. Bring small quantities into the
building only as needed.
374/94 SPECIAL CONDITIONS
Section 00.815 Page 5
H. Remove all combustible refuse from within the building daily. Do not store combustible
materials in areas where forms are in place or in the building.
I. In hazardous areas, post signs and enforce 'No Smoking" rules.
1.20 GUARDRAILS AND BARRICADES
A. Provide guardrails, handrails and covers for floor, roof and wall openings and for stairways
installed or constructed by Contractor's forces.
B. If movement of these protective facilities is required for a Subcontractor to perform a portion of
the work, it will be the responsibility of that Subcontractor to give prior notification to the
Contractor and to replace the said protection in a satisfactory manner.
C. Provide all barricades required to protect all natural resources and site improvements.
1.21 STAIRS, LADDERS, HOISTS, ETC.
A. Provide temporary stairs,scaffolding and ladders as may be required for the use of all workmen
and inspectors.
B. Install and operate such materials hoists as may be necessary to properly and expeditiously
perform the Work.
1.22 PROTECTION OF EXISTING FACILITIES
A. The Contractor shall take precaution to protect existing facilities and features within the
construction limits and along the access to the construction site. Any damage caused by the
Contractor shall be repaired immediately at the Contractor's expense.
1.23 REMOVAL OF DEBRIS
A. The Contractor shall remove from the site and dispose of all unused materials and debris created
by this construction. The Contractor shall keep the streets and construction area free of rubbish
and debris.
1.24 SEPARATE CONTRACTS
A. There may be other categories of work performed under separate Contract by others at the site
during the construction time period.
1.25 ASBESTOS -CONTAINING AND ENVIRONMENTALLY HAZARDOUS MATERIALS
A. There shall be no asbestos -containing materials or environmentally hazardous materials
recognized by EPA or OSHA used or installed for any category of work under this Contract.
374/94 SPECIAL CONDITIONS
Section 00.815 Page 6
1.26 ASPHALT FUMES
A. The Contractor shall take precautions to prevent asphalt fumes from penetrating HVAC intakes.
B. The Contractor shall take precautions to prevent asphalt fumes from penetrating the entrances
and openings to the building.
C. The Contractor shall coordinate the means of preventing the asphalt .fume penetration with the
Architect.
1.27 PROJECT SEQUENCING
A. Work shall be started and completed at Roof Areas G1 and G2 prior to beginning work at any
other roof area.
B. Work shall be started and completed at Roof Area F immediately following the completion of
the work at Roof Areas G1 and G2 and prior to beginning work at any other roof area.
C. . The work at the remaining roof areas will be sequenced as approved by the Owner.
1.28 REPLACEMENT OF DETERIORATED POURED GYPSUM ROOF DECK
A. The Contractor shall include in the Base Bid amount the cost for removing and replacing all of
the existing poured gypsum roof deck in Roof Areas "Al", "A211,'AY, "F', "G1" and "G2", with
the following conditions:
1. The cost shall be the total cost including all labor, materials, services, insurance, bonds,
overhead and profit.
2. The work shall include the complete demolition and disposal of the deteriorated poured
gypsum roof deck, fiberglass formboard and associated flashings. Care shall be taken to
salvage the existing subpurlins. Any subpurlins damaged by the demolition work shall be
replaced at no additional cost to the Owner.
3. The work shall include the providing and placing of new poured gypsum roof deck over new
1/2" gypsum formboard to a depth of 2 inches. The poured gypsum roof deck materials,
reinforcing and installation shall be in accordance with Section 03510 of the Specifications.
4. The work shall include the protection of the existing interior portions of the Civic Center
from dust and debris associated with the demolition and replacement of the existing poured
gypsum roof deck. The Contractor shall provide a means for separating and screening the
area of deck replacement from adjacent Exhibit Hall areas.
5. The work shall include the coordination and scheduling of deck replacement with the Owner
to allow the Theatre and Exhibit Hall to meet scheduled commitments.
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Section 00.815 Page 7
1.29 PORTABLE TOILETS
A. The Contractor is required to provide portable toilets for the use of workers for the duration of
the project.
B. The portable toilets will be located on the site as directed by the Owner's Representative.
C. Workers shall not use the toilet facilities in the Civic Center.
End of Section
NOTICE OF ACCEPTANCE
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The City of Lubbock, having considered the proposals submitted and opened on the day of
199_, for work to be done and materials to be furnished in and for:
as set forth in detail in the Specifications, Plans, and Contract Documents for such work for the City of Lubbock; it appearing that
your proposal is fair, equitable and to the best interest of said City, please take notice that said proposal was accepted by the City
Council of the City of Lubbock on the day of 199 at the bid price contained therein, subject to the
execution of and furnishing of all contract documents, bonds, certificates of insurance, and all other documents specified and
required to be executed and furnished under the contract documents. It will be necessary for you to execute and furnish to the City of
Lubbock all such documents within ten (10) days from your receipt of this Notice.
The five percent (S%) bid security, submitted with your proposal, will be returned upon the execution of such contract
documents and bonds within the above specified ten (10) day period. In the event you should fail to execute and furnish such
contract documents and bonds within the time limit specified, said bid security will be retained by the City of Lubbock.
CITY OF LUBBOCK
Owner's Representative
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