HomeMy WebLinkAboutResolution - 5854 - Contract- Lubbock Building Services Inc.- Renovation, Structure At 4109 86Th St - 05_14_1998RESOLUTION NO. 5854
Item No. 20
May 14, 1998
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, attached
herewith, by and between the City of Lubbock and Lubbock Building Services, Inc. for
renovation of the structure located at 4109 86th Street, Lubbock, Texas, and any
associated documents, which Contract 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 14th day of May , 1998.
ATTEST:
KaytjU Darnell, City Secretary
APPROVED AS TO CONTENT:
Victor Kifrnal, Purchasing Manager
APPROVED AS TO FORM:
Amy L.
ALS:dklccdocs186thst.structure.res
April 15, 1998
RESOLUTION NO. 5854
Item No. 20
May 14, 1998
RENOVATION AGREEMENT
STATE OF TEXAS §
COUNTY OF LUBBOCK §
Agreement made this 14 th day of May , 1998, between the
City of Lubbock, Texas, referred to as City, and Lubbock Building Services, Inc., referred
to as Contractor.
City and Contractor, in consideration of the mutual covenants set forth, agree as
follows:
L DESCRIPTION OF WORK
Contractor shall furnish all labor and materials necessary to renovate a structure
located at 4109 86's Street, Lubbock, Texas pursuant to the Housing Standards
Commission Order attached hereto as Exhibit A the Bid Proposal submitted by Contractor
attached hereto as Exhibit B both of which are incorporated as if fully set forth herein.
Contractor shall also renovate the structure in conformance with the Request for Proposal
for project #98048 attached hereto as Exhibit C and incorporated as if fully set forth
herein, and will do so in a skilled and competent manner
IL CONTRACT PRICE
City shall pay contractor the sum of Forty Two Thousand Seven Hundred Dollars
($42,700.00) at the completion of the Project.
M. LIABILITY
A. CONTRACTOR RELEASES FOR HIM/HERSELF, HISMER
PERSONAL REPRESENTATIVES, HEIRS AND NEXT ,OF KIN OF HIMMERSELF,
OFFICERS, AGENTS, EMPLOYEES OR REPRESENTATIVES, THE CITY OF
LUBBOCK, ITS OFFICERS AGENTS, EMPLOYEES OR REPRESENTATIVES FROM
ANY AND ALL LOSS, LIABILITY, DAMAGE OR COSTS, RELATING TO ANY
CLAIM, OF ANY NATURE WHATSOEVER, INCURRED OR ARISING IN ANY WAY,
MANNER OR FORM, AS A RESULT OF, OR ARISING FROM INJURY, DEATH OR
PROPERTY DAMAGE AS A RESULT OF CONTRACTOR'S PERFORMANCE,
NONPERFORMANCE, OR MISPERFORMANCE OF THE TERMS OF THIS
AGREEMENT, INCLUDING BUT NOT LIMITED TO, ANY CLAIM, LOSS,
LIABILITY, DAMAGE OR COSTS OF ANY NATURE WHATSOEVER, AS A RESULT
OF, OR ARISING FROM, ANY ACT, OMMISSION, NEGLECT OR MISCONDUCT
RESULTING FROM THE CONTRACTOR'S PERFORMANCE, NONPERFORMANCE,
OR MISPERFORMANCE OF THE TERMS OF THIS AGREEMENT.
B. THE CONTRACTOR DOES HEREBY EXPRESSLY AGREE TO HOLD
HARMLESS AND INDEMNIFY THE CITY OF LUBBOCK, ITS OFFICERS, AGENTS,
EMPLOYEES, OR REPRESENTATIVES FROM ANY LOSS, LIABILITY, DAMAGE
OR COSTS RELATING TO ANY CLAIM, LAWSUIT OR OTHER MATTER OF ANY
HIND OR CHARACTER ARISING OUT OF, OR IN ANY MATTER RELATED TO,
THE CONTRACTOR'S PERFORMANCE, NONPERFORMANCE, OR
MISPERFORMANCE OF THE TERMS OF THIS AGREEMENT, INCLUDING, BUT
NOT LIMITED TO, ANY LOSS, LIABILITY, DAMAGE OR COSTS INCURRED AS A
RESULT OF, OR ARISING FROM ANY ACT, OMMISSION, NEGLECT OR
MISCONDUCT RESULTING FROM THE CONTRACTOR'S PERFORMANCE,
NONPERFORMANCE, OR MISPERFORMANCE OF THE TERMS OF THIS
AGREEMENT.
City.
IV. ASSIGNMENT
Contractor shall not assign this Agreement without the prior written consent of
V. RELATIONSHIP OF THE PARTIES
The Parties intend that the Contractor, in performing the specified services, shall
act at all times as an independent Contractor. Contractor is not to be considered an agent
or employee of City and is not entitled to participate in any pension plans or other benefits
that City provides for its employees.
VI. ENTIRE AGREEMENT
There are no understandings or agreements between contractor and owner other
than those set forth in this agreement or incorporated herein. No other statement,
representation, or promise has been made to induce either party to enter into this
agreement. This agreement may not be modified or amended except by written agreement
of the parties.
VII. INSURANCE
Contractor shall carry, and require any other contractor or subcontractor to carry,
the following insurance, properly extended to cover and protect owner, with an insurance
company or companies acceptable to owner:
a. Workers' compensation insurance on all employees engaged in the performance
of this contract covering all liability for workers' compensation under the laws of the State
of Texas, and employer's liability insurance covering such employees with limits of not less
than Five Hundred Thousand Dollars ($500,000.00). '
b. In an aggregate amount, comprehensive general liability insurance with limits of
not less than Three Hundred Thousand Dollars ($300,000.00) and Automotive public
liability insurance with limits of not less than Three Hundred Thousand Dollars
($300,000.00).
c. Builder's risk policy in the entire amount of the contract: i.e.: Forty -Two
Thousand Seven Hundred Dollars ($42,700.00).
VIII. TERMINATION
This agreement may be terminated immediately by the City through written notice.
The City shall be liable for any expenses incurred by Contractor up to the time of
termination.
IX. TERM
The term of this Agreement shall be for a period of thirty (30) days from the date
of execution of this Agreement.
In witness whereof, the parties have executed this agreement on the day and year
first written above.
CITY OF LUBBOCK:
s /
City Secretary
APPROVED AS TO CONTENT:
1
Victor Kilm Purchasing Director
APPROVED AS TO FORM:
LUBBOCK BUILDING SERVICES, INC:
x e .
FILE & RETURN TO
CITY OF LUBBOCK
CODES DEPARTMENT
CITY OF LUBBOCK §
COUNTY OF LUBBOCK §
STATE OF TEXAS §
AFFIDAVIT
5746Pnct 80
Before me, the undersigned authority, personally appeared Ann M. Wood, who,
being by me duly sworn, deposed as follows:
My name is Ann M. Wood, I am of sound mind, over 18 years of age, capable of
making this affidavit, and personally acquainted with the facts herein stated:
I am the custodian of the records of the City Secretary's Office for the City of
Lubbock, Texas. Attached hereto is a copy of the City of Lubbock Housing Standards
Commission Case No. 984 Order, issued on the 121h day of September, 1989 and signed
by the Court the 251h day of September, 1989, from the official records of the City of
Lubbock. These records are kept by me, the City Secretary, in the regular course of
business, and it was in the regular course of business of the City Secretary of the City of
Lubbock, Texas or an employee or representatives of the City Secretary of the City of
Lubbock, Texas, with knowledge of the act, event, condition, opinion, or diagnosis,
recorded to make the record or to transmit information thereof to be included in such
record; and the record was made at or near the time or reasonably soon thereafter. The
records attached hereto are the original or exact duplicates of the original. 55��
d,7�zl
Affiant
BEFORE ME, the undersigned authority, a Notary Public in and for said County.
Texas, on this day personally appeared Ann M. Wood, known to me to be the person
whose name is subscribed to the foregoing instrument and acknowledged to me that she
executed the same for the purposes and consideration therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this /.�)([? day of
11998.
(Seal) SEAL
a: �'���� bAWN NI. KASPER
(`^'/�l • i No" PWx. State of Texas
's �►Ec�.E;;�a Ely Comtr"on Expires Qt -18-Q1
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Commission Expires: / A A
EXHIBIT
I ---k-
v,)'-5 7 46PAGf .81
CITY OF LUBBOCK §
§
VS. §
§
MARY HELEN & WEBB CORBIN §
ORDER
IN THE HOUSING
STANDARDS COMMISSION
CASE NO. 984
On the 12th day of September, 1989, a hearing was held before
the Housing Standards Commission of the City of Lubbock to consider
matters concerning property owned by Mary Helen & Webb Corbin.
The hearing was first called to order and it was determined
that a quorum was present. A record by recording device was or-
dered.
It was announced that property owned by Mary Helen & Webb
Corbin, located at Lot 7, Kings Row Addition to the City of
Lubbock, Lubbock County, Texas a/k/a 4109 86th Street in Lubbock,
Lubbock County, Texas was the 5th item for consideration.
The Commission next took notice that the property under con-
sideration was located entirely within the limits of the City of
Lubbock thereby making it pope= for the Ccr.-m ss cn to hear =h e
matters complained of.
The City of Lubbock appeared by and through =cs Assistant
Trial Attorney, Teresa J. Wright. The Respondent, Mary Helen
Corbin did appear.
A Motion by the City of Lubbock to take notice of Chapter 13
of the Code of Ordinances of the City of Lubbock was granted as the
Commission was and is well aware of its provisions.
Exhibit "A" couN�Y ��eaxs Memo
all r3. i rs15
OOCUMEW NOl lEG'i8�
,,V4 AecrIVED
r 40
5 482
The Commission next proceeded to hear testimony and take evi-
dence offered by the City of Lubbock, and other interested persons
in attendance, including the statements, reports, slides and pho-
tographs prepared and offered by City officials and inspectors from
the Codes Administrator's Office.
rollowing the completion of the taking and receiving of evi-
dence and testimony the Commission, after motion, second and unani-
mous vote determined that the conditions existing on the property
on the date of hearing are in violation of the provisions of City
of Lubbock Code of Ordinances as they are substandard.
In view of the foregoing fact situation, it is the finding of
the Commission that the structure(s) located at the above stated
address is substandard and not habitable in its current condition.
Immediate correction of this violation is hereby ORDERED since it
would require substantial renovation, reconstruction and repair to
be in compliance with standards. The structure is to be secured
w1:.h plywood or an accented material on o. be=c_e be e::=__a= on c_
zen ('-0) days. Roo_1ing, %lat work and she L'1=_nished exzeric woCC.
is to be completed. The graLuids are to be compiete?y cleaned in -
eluding the removal of all concrete slabs, trash, debris o: any
other form of material except landscaping. All holes are to be
properly filled. All of such work and clean up shall be completed
on or before the expiration of forty-five (45) days from this date.
"To secure" shall mean that the structure(s) shall be sealed
with such materials as may be necessary to insure that the struc-
ture cannot be freely entered.
.Cou►m C.rr-C'S MEMO
PORTIONS ' : r.; �
OOCUMENT NOT LEGIBLE
2 - WHEN RECEIVED ,
y1L 5746PAct .83
/ In the event that this Order has not been complied with by the
above stated date, the Codes Administrator is hereby authorized, at
his discretion, to demolish the structure and assess the expenses
thereof against the property to which the structure(s) was at-
tached.
It is specifically ORDERED that prior to the owner causing re-
pair, removal or demolition procedures to be begun, that any and
all permits for such activities required by City be obtained.
It.is further ORDERED that a true and correct copy of the Or-
der of the Commission be forwarded postage prepaid, return receipt
requested to Mary Helen and Webb Corbin and that such action be
taken immediately after entry of this Order.
SIGNED this 5 day of �rn ��-L�V 1989.
FN r;C �• ^
.--n,
cu 2i�c��C.ti
CHAIR, LkN, -SOUSING STANDARDS C0101ISSION
bTATE OF TEXAS
COUNTY OF LUBSOM
t hereby certity that this instrument was MLED M t"
date and at the time stamped hereon by me and *0 d*
RECORDED y
in the Vdum ,�e m as mmpedPageiWW 1W MOO
RECORD
- 3 -
FEB 27 1998
d4t'21-w �
COUNTY CLERK
LUBBOCK COUtm,TD"
BID PROPOSAL
LUMP SUM PROPOSAL CONTRACT
PLACE: 1625 13th STREET, LUBBOCK, TX
DATE: FEB• 24, 1998
PROJECT NO.: #98048 - Renovation of Residence at 4109 86ei Street
Proposal of LUBBOCK BUILDING SERVICES, 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:
Renovation of Residence at 4109 86ei Street, Lubbock, Texas
having 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 fumish 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, of which this proposal is to be a
part, is as follows:
Base Bid `A" Demolition and Site Clearing at 4109 W1 Street
MATERIAL
�N
i
SERVICES:��u-� ($
TOTAL BIDII�� �.v /�O.i.•�-� `L'-� ��.. c% c� ($%/� �� "
Base Bid 'B' Renovation of Structure at 4109 86"' Street
MATERIAL:: A'..e ke a ad')"w. d S L % 0co ♦� 1
SERVICES:/w!-A, (s_e23 /oo ye�• i
TOTAL BID: -Ear- *..i %w9 /�?�+✓1.y.� f�..c�- a�o d $. 7C�. `
Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in
words shall govem.)
Alternate Bid
Ipstall new 30 year laminated roof add $9,000.00
EXHIBIT
Bidder hereby agrees to commence the work on the above project on or before a date to be
specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 30
(Thirty) calendar days thereafter as stipulated in the specifications and other contract
documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of
$200.00 (Two Hundred Dollars) for each consecutive calendar day in excess of the time set
forth hereinabove for completion of this project, all as more fully set forth in the general
conditions of the contract documents.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any
formality in the bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30)
calendar days after the scheduled closing time for receiving bids.The undersigned Bidder hereby
declares that he has visited the site of the work and has carefully examined the plans,
specifications and contract documents pertaining to the work covered by this bid, and he further
agrees to commence work on or before the date specified in the written notice to proceed, and to
substantially complete the work on which he has bid; as provided in the contract documents.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and
include all contract documents made available to him for his inspection in accordance with the
Notice to Bidders.
LUBBOCK BUILDING SERVICES, INC.
Aontractor
BY•ITH
(Seal if Bidder is a Corporation)
ATTEST:
Secretary
NOTICE FOR BID
BID #98048
Renovations of Residence at 4109 Wh Street
Seated proposals addressed to Ron Shuffield, Senior Buyer, City of Lubbock, Texas, will be
received at the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room
L04, Lubbock, Texas until 2:00 o'clock mm. on the 24th day of February, 1999 or as changed
by the issuance of formal addenda to all planholders, to fumish all labor and materials and
perform all work for the construction of the following described project:
Renovations of Residence at 4109 86"' Street
The plans, specifications, proposal forms and contract documents may be examined at the office
of the Purchasing Manager for the City of Lubbock, Texas.
Attention of each bidder is particularly called to the Schedule of General Prevailing Rate of Per
Diem Wages included in the contract documents on file in the office of the Purchasing Manager
of the City of Lubbock, Texas. Each bidder's attention is further directed to the provisions of
Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning such
wage scales and payment by the contractor of the prevailing rates of wages as heretofore
established by the City of Lubbock.
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into
pursuant to this advertisement, minority and women business enterprises will be afforded equal
opportunities to submit bids in response to this invitation and will not be discriminated against on
the grounds of race, color, sex or national origin in consideration for an award.
A prebid conference has been scheduled for February 19, 1998 at 1:30 P. M., at 4109 86"'
Street, Lubbock. Texas.
Ron Shuffield
Senior Buyer
EXHIBIT
BID PROPOSAL
LUMP SUM PROPOSAL CONTRACT
PLACE:
DATE:
PROJECT NO.: #98048 — Renovation of Residence at 4109 86t' Street
Proposal of
(hereinafter called Bidder)
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction of:
Renovation of Residence at 4109 Se Street, Lubbock. Texas
having 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 fumish 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, of which this proposal is to be a
part, is as follows:
Base Bid "A" Demolition and Site Clearing at 4109 86th Street
MATERIAL: ($ )
SERVICES: ($ )
TOTAL BID ($ )
Base Bid "B" Renovation of Structure at 4109 861h Street
MATERIAL:
($ )
SERVICES:
($ )
TOTAL BID:
($ )
Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in
words shall govem.)
SPECIFICATIONS
FOR
Renovation of Residence at 4109 Wh Street
CITY OF LUBBOCK
LUBBOCK, TEXAS 79401
Scope of Work
Contractor shall fumish all labor, material, equipment and superintendence to
complete the Renovation of Residence at 4109 86t' Street as specified herein.
2. Time and Order for Completion
The construction covered by the contract documents shall be fully completed
within thirty 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.
3. CONTRACTOR'S INSURANCE
The Contractor shall not commence work under this contract until he has obtained all
insurance as required in the General Conditions of the contract documents, from an
underwriter authorized to do business in the State of Texas and satisfactory to the City.
Proof of coverage shall be fumished to the City and written notice of cancellation or any
material change will be provided ten (10) calendar days in advance of cancellation or
change. All policies of insurance, required herein, including policies of insurance
required to be provided by Contractor and its subcontractors, shall contain a waiver of
any and all of the insurer's or payor's, in the event of self-insurance, rights to subrogation
that any such insurer or payor, in the event of self-insurance, may acquire by virtue of
payment of any loss under such insurance or self-insurance. All certificates of insurance
submitted to the City in conformity with the provisions hereof shall establish such waiver.
The Contractor shall procure and carry at its 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
Bidder hereby agrees to commence the work on the above project on or before a date to be
specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 30
(Thirty) calendar days thereafter as stipulated in the specifications and other contract
documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of
$200.00 (Two Hundred Dollars) for each consecutive calendar day in excess of the time set
forth hereinabove for completion of this project, all as more fully set forth in the general
conditions of the contract documents.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any
formality in the bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30)
calendar days after the scheduled closing time for receiving bids.The undersigned Bidder hereby
declares that he has visited the site of the work and has carefully examined the plans,
specifications and contract documents pertaining to the work covered by this bid, and he further
agrees to commence work on or before the date specified in the written notice to proceed, and to
substantially complete the work on which he has bid; as provided in the contract documents.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and
include all contract documents made available to him for his inspection in accordance with the
Notice to Bidders.
BY:
(Seal if Bidder is a Corporation)
ATTEST:
Secretary
Contractor
subcontractor. A certificate of insurance specifying each and all coverages shall be
submitted prior to contract execution.
The insurance certificates furnished shall name the City as an additional insured,
or in the altemative, shall be accompanied by a statement from the Contractor to
the effect that no work on this particular project shall be subcontracted. It shall
be the contractors responsibility to provide to the owner all proof of coverage
insurance documents including workers compensation coverage for each
subcontractor.
A. General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits
of $500,000 Combined Single Limit in the aggregate and per occurrence to
include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury
Advertising Injury
B. Owner's Protective or Contingent Public Liability Insurance and Property
Damage Liability Insurance.
For bodily injuries, including accidental death and or property damage, $500.008
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, $300,000 Combined Single Limit,
to include all owned and non -owned cars including: Employers Non -ownership
Liability Hired and Non -owned Vehicles. The City is to be named as an
additional insured on this policy for this specific job and copy of the endorsement
doing so is to be attached to the Certificate of Insurance.
D. Builder's Risk Insurance/Installation Floater Insurance
The Contractor shall obtain a Builder's Risk policy in the amount of 0° 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 L0 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, or a coverage agreement (TWCC-81, TWCC-82, TWCC-
83, or TWCC-84), showing statutory workers' compensation insurance
coverage for the person's or entity's employees providing services on a
project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work
on the project until the Contractor's/person's work on the project has
been completed and accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in Section
_406.096, Texas Labor Code) - includes all persons or entities
performing all or part of the services the Contractor has undertaken to
perform on the project, regardless of whether that person contracted
directly with the Contractor and regardless of whether that person has
employees. This includes, without limitation, independent contractors,
subcontractors, leasing companies, motor carriers, owner -operators,
employees of any such entity, or employees of any entity which
furnishes persons to provide services on the project. "Services" include,
without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a
project. "Services" does not include activities unrelated to the project,
such as food/beverage vendors, office supply deliveries, and delivery of
portable toilets.
2. The Contractor shall provide coverage, based on proper reporting of
classification codes and payroll amounts and filing of any coverage
agreements, which meets the statutory requirements of Texas Labor
Code, Section 401.011(44) for all employees of the contractor providing
services on the project, for the duration of the project.
3. The Contractor must provide a certificate of coverage to the
governmental entity prior to being awarded the contract.
4. If the coverage period shown on the Contractor's current certificate of
coverage ends during the duration of the project, the Contractor must,
prior to the end of the coverage period, file a new certificate of coverage
with the governmental entity showing that coverage has been extended.
5. The Contractor shall obtain from each person providing services on the
project, and provide to the governmental entity:
(a) a certificate of coverage, prior to that person beginning work on
the project, so the governmental entity will have on file
certificates of coverage showing coverage for all persons
providing services on the project; and
(b) no later than seven days after receipt by the Contractor, a new
certificate of coverage showing extension of coverage, if the
coverage period shown on the current certificate of coverage
ends during the duration of the project.
6 The Contractor shall retain all required certificates of coverage for the
duration of the project and for one year thereafter.
7. The Contractor shall notify the governmental entity in writing by certified
mail or personal delivery, within 10 days after the Contractor knew or
should have known, of any change that materially affects the provision
of coverage of any person providing services on the project.
8. The Contractor shall post on each project site a notice, in the text, form
and manner prescribed by the Texas Workers' Compensation
Commission, informing all persons providing services on the project that
they are required to be covered, and stating how a person may verify
coverage and report lack of coverage.
9. The Contractor shall contractually require each person with whom it
contracts to provide services on the project, to:
(a) provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements,
which meets the statutory requirements of Texas Labor Code, Section
401.011(44) for all of its employees providing services on the project, for
the duration of the project;
(b) provide to the Contractor, prior to that person beginning work on
the project, a certificate of coverage showing that coverage is
being provided for all employees of the person providing
services on the project, for the duration of the project;
(c) provide the Contractor, prior to the end of the coverage period, a
new certificate of coverage showing extension of coverage, if
the coverage period shown on the current certificate of coverage
ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and
provide to the Contractor:
(1) a certificate of coverage, prior to the other person
beginning work on the project; and
(2) a new certificate of coverage showing extension of
coverage, prior to the end of the coverage period, if the
coverage period shown on the current certificate of
coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration
of the project and for one year thereafter;
(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 (a) - (g), with the certificates
of coverage to be provided to the person for whom they are
providing services.
10. By signing this contract or providing or causing to be provided a
certificate of coverage, the Contractor is representing to the
governmental entity that all employees of the Contractor who will
provide services on the project will be covered by worker's
compensation coverage for the duration of the project, that the coverage
will be based on proper reporting of classification codes and payroll
amounts, and that all coverage agreements will be filed with the
appropriate insurance carrier or, in the case of a self -insured, with the
commission's Division of Self-insurance Regulation. Providing false or
misleading information may subject the Contractor to administrative
penalties, criminal penalties, civil penalties, or other civil actions.
11. The Contractor's failure to comply with any of these provisions is a
breach of contract by the Contractor which entitles the governmental
entity to declare the contract void if the Contractor does not remedy the
breach within ten days after receipt of notice of breach from the
governmental entity.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor
shall submit to the Owner for approval five Certificates of Insurance covering
each insurance policy carried and offered as evidence of compliance with the
above insurance requirements, signed by an authorized representative of the
insurance company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force
thereunder on the date bome by such certificate.
(4) The expiration date of the policy and the limit or limits of liability
thereunder on the date bome 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.
(n The certificate or certificates shall be on the form (or identical copies
thereof) contained in the job specifications. No substitute of nor
amendment thereto will be acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to
complete project.
(9) A Contractor shall:
(a) provide coverage for its employees providing services on a
project, for the duration of the project based on proper reporting
of classification codes and payroll amounts and filling of any
coverage agreements;
(b) provide a certificate of coverage showing workers' compensation
coverage to the governmental entity prior to beginning work on
the project;
(c) provide the governmental entity, prior to the end of the coverage
period, a new certificate of coverage showing extension of
coverage, if the coverage period shown on the 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:
(7 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
(i1) no later than seven days after receipt by the Contractor,
a new certificate of coverage showing extension of
coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the
project;
(e) retain all required certificates of coverage on file for the duration
of the project and for one year thereafter;
(f) notify the governmental entity in writing by certified mail or
personal delivery, within 10 days after the Contractor knew or
should have known, of any change that materially affects the
provision of coverage of any person providing services on the
project;
(g) post a notice on each project site informing all persons providing
services on the project that they are required to be covered, and
stating how a person may verify current coverage and report
failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Texas Worker's
Compensation Act or other commission rules. This notice must
be printed with a title in at least 30 point bold type and text in at
least 19 point normal type, and shall be in both English and
Spanish and any other language common to the worker
population. The text for the notices shall be the following text
provided by the commission on the sample notice, without any
additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
The law requires that each person working on this site or
providing services related to this construction project must
be covered by workers' compensation insurance. This
Includes persons providing, hauling, or delivering
equipment or 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 of the legal
requirements for coverage, to verify whether your employer
has provided the required coverage, or to report an
employer's failure to provide coverage;" and
(h) contractually require each person with whom it contracts to
provide services on a project, to:
(i) provide coverage based on proper reporting of
classification codes and payroll amounts and filing of
any coverage agreements for all of its employees
providing services on the project, for the duration of the
project;
(ii) provide a certificate of coverage to the Contractor prior
to that person beginning work on the project;
include in all contracts to provide services on
the project the following language:
'By signing this contractor
providing or causing to be provided
a certificate of coverage, the person
signing this contract is representing
to the governmental entity that all
employees of the person signing this
contract who will provide services on
the project will be covered by
workers' compensation coverage for
the duration of the project, that the
coverage will be based on proper
reprinting 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.";
(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;
(v1) 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 (i)-(viii),
with the certificate of coverage to be provided to the
person for whom they are providing services.
4. Cleaning Up
The Contractor shall at all times keep the premises free from accumulation of
debris caused by the work, and at the completion of the work he shall remove all
such debris and also his tools, scaffolding, and surplus materials and shall leave
the work room clean or its equivalent. The work shall be left in good order and
condition. In case of dispute, Owner may remove the debris -and charge the cost
to the Contractor.
5. Owners Representative
The Owner Representative for this project will be Gary Smith, Facilities Manager,
City of Lubbock, Lubbock, Texas.
6. Construction Specifications
As per attached.
Construction
Specifications
Construction Specifications
INDEX
Section 01010 ......................................................Summary of Work
Section 01027.......................................... Applications for Payment
Section 01028.......................................... Change Order Procedures
Section 01090 ...................................................Reference Standards
Section 01400.......................................................... Quality Control
Section 02060.................................................. Building Demolition
Section 02100...............................................................Site Clearing
Section 03300.............................................. Cast -In -Place Concrete
Section 04200 ................................................ Unit Masonry System
Section 06100..........................................................Carpentry Work
Section 06200.........................................................Finish Carpentry
Section 09900...................................................................... Painting
SECTION 01010
SUMMARY OF WORK
1. GENERAL
1.01 SECTION INCLUDES
A. Project Scope
B. Contractor use of site and premises
C. Base Bids
D. Pre -bid Conference
1.02 PROJECT SCOPE
A. All work shall be in conformance with the drawings and
specifications including the furnishing of all materials, labor, plant,
tools, equipment, and services necessary and incidental thereto.
The work required to be performed by the Contractor consists of,
but is not limited to the following description:
B. The project is for the City of Lubbock, Lubbock, Texas. The work
consists of building demolition, or exterior renovation and concrete
work. This project is a renovation of a residence located at 4109-
86th.
1.03 DEFINITIONS
A. OWNER'S REPRESENTATIVE: The Owner's legal
representative, solely authorized to make permanent and binding
administrative or technical contract changes involving increases or
decreases in contract cost or performance time, or to make
interpretations or rulings on contract documents.
1.04 CONTRACTOR USE OF SITE AND PREMISES
A. Access to site: Access to the site will D gy be allowed at the pre -
bid conference and After the Notice to Proceed has been issued.
B. Construction Operations: Limited to the property at 4109-86th.
SUMMARY OF WORK SECTION 01010-1
1.05 BASE BIDS
A. Base Bid "A" shall be for demolition (02060) of the entire
structure at 4109-86th and site clearing (02100).
B. Base Bid "B" shall be for renovation of the structure as detailed in
the specifications, sections 02100, 03300, 04200, 06100, 06200,
09900.
SUMMARY OF WORK SECTION 01010-2
SECTION 01027
APPLICATIONS FOR PAYMENT
1. GENERAL
1.01 SECTION INCLUDES
A. Procedures for preparation and submittal of Application for
Payment.
1.02 FORMAT
A. AIA G702 - Application and Certificate for Payment including
continuation sheets when required.
B. For each item, provide a column for listing: Description of Work;
Previous Applications (if any); Authorized Change Orders; Total
Completed to Date of Application; Percentage of Completion; and
Balance to Finish.
1.03 PREPARATION OF APPLICATIONS
A. Present required information in typewritten form or on electronic
media printout.
B. Execute certification by signature of authorized officer.
C. Provide dollar value in each column for each line item for portion
of work performed.
D. List each authorized Change Order as an extension on continuation
sheet, listing Change Order number and dollar amount as for an
original item of Work.
1.04 SUBMITTAL PROCEDURES
A. Submit three copies of each Application for Payment.
B. Payment Period: Submit monthly. Submit final application for
payment after work has been completed and Owner's
Representative has issued a Notification of Substantial
Completion.
APPLICATIONS FOR PAYMENT SECTION 01027-1
1.05 SUBSTANTIATING DATA
A. When Owner's Representative requires substantiating information,
submit data justifying dollar amounts in question.
2. PRODUCTS
Not Used
3. EXECUTION
Not Used
APPLICATIONS FOR PAYMENT SECTION 01027-2
SECTION 01028
CHANGE ORDER PROCEDURES
1. GENERAL
1.01 SECTION INCLUDES
A.
Submittals
B.
Documentation of change in Contract Suni/Price and Contract
Time
C.
Change procedures
D.
Construction Change Authorization
E.
Stipulated Sum change order
F.
Execution of change orders
1.02 SUBMITTALS
A.
Submit name of the individual authorized to receive change
documents, and be responsible for informing others in Contractor's
employ or Subcontractors of changes to the Work.
B.
Change Order Forms: AIA G710 Change Order
1.03 DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND
CONTRACT TIME
A.
Maintain detailed records of work done on a time and material
basis. Provide full information required for evaluation of proposed
changes, and to substantiate cots of changes in the Work.
B.
Document each quotation for a change in cost or time with
sufficient data to allow evaluation of the quotation.
C.
On request, provide additional data to support computations:
1. Quantities of products, labor, and equipment.
2. Taxes, insurance and bonds.
3. Overhead and profit.
CHANGE ORDER PROCEDURES SECTION 01028-1
4. Justification for any change in Contract Time.
5. Credit for deletions from Contract, similarly documented.
D. Support each claim for additional costs, and for work done on a
time and material basis, with additional information:
1. Origin and date of claim.
2. Dates and times work was performed, and by whom.
3. Time records and wage rates paid.
4. Invoices and receipts for products, equipment, and
subcontracts, similarly documented.
1.04 CHANGE PROCEDURES
A. The Owner's Representative will advise of minor changes in the
Work not involving an adjustment to Contract Sum/Price or
Contract Time as authorized by the General Conditions.
B. The Owner's Representative may issue a Proposal Request which
includes a detailed description of a proposed change with
supplementary or revised drawings and specifications, a change in
Contract Time for executing the change. Contractor will prepare
and submit an estimate within seven days.
C. The Contractor may propose a change by submitting a request for
change to the Owner's Representative, describing the proposed
change and its full effect on the Work, with a statement describing
the reason for the change, and the effect on the Contract Sum/Price
and Contract Time with full documentation.
1.05 CONSTRUCTION CHANGE AUTHORIZATION
A. Owner's Representative may issue a document, signed by the
Owner's Representative, instructing the Contractor to proceed with
a change in the work, for subsequent inclusion in a Change Order.
B. The document will describe changes in the work, and will
designate method of determining any change in Contract
Sum/Price or Contract Time.
C. Promptly execute the change in Work.
CHANGE ORDER PROCEDURES SECTION 01028-2
1.06 STIPULATED SUM CHANGE ORDER
A. Based on Proposal Request and Contractor's fixed price quotation.
1.07 UNIT PRICE CHANGE ORDER
A. For pre -determined unit prices and quantities, the Change Order
will be executed on a fixed unit price basis.
B. For unit costs or quantities of units of work which are not pre-
determined, execute Work under a Construction Change
Authorization.
C. Changes in Contract Sum/Price or Contract Time will be computed
as specified for Time and Material Change Order.
1.08 EXECUTION OF CHANGE ORDERS
A. Execution of change Orders: Owner's Representative will issue
Change Orders for signatures of parties as provided in the
Conditions of the Contract.
2. PRODUCTS
Not Used
3. EXECUTION
Not Used
CHANGE ORDER PROCEDURES SECTION 01028-3
SECTION 01090
REFERENCE STANDARDS
1. GENERAL
1.01 SECTION INCLUDES
A. Quality assurance
B. Schedule of references
1.02 RELATED SECTIONS
A. Technical Sections: This Project Manual
1.03 QUALITY ASSURANCE
A. For products or workmanship specified by association, trade, or
Federal Standards, comply with requirements of the standard,
except when more rigid requirements are specified or are required
by applicable codes.
B. Conform to reference standard by date of issue current on date of
Contract Documents unless other dates specified in individual
sections.
C. Obtain copies of standards when required by Contract Documents.
D. Where indicated in various sections, maintain copy at jobsite
during submittals, planning, and progress of the specific work,
until Substantial Completion.
E. Should specified reference standards conflict with Contract
Documents, request clarification from Owner's Representative
before proceeding.
F. The contractual relationship of the parties to the Contract shall not
be altered from the Contract Documents by mention or inference
otherwise in any reference document.
REFERENCE STANDARDS SECTION 01090-1
1.04 SCHEDULE OF REFERENCES
ACI
American Concrete Institute
Box 19150
Reford Station
Detriot, MI 48219
AIA
American Institute of Architects
1735 New York Avenue, N.W.
Washington, DC 20006
ANSI
American National Standards Institute
1430 Broadway
New York, NY 10018
APA
American Plywood Association
Box 11700
Tacoma, WA 98411
ASTM
American Society for Testing and Materials
1916 Race Street
Philadelphia, PA 19103
AWI
Architectural Woodwork Institute
2310 South Walter Reed Drive
Arlington, VA 22206
WWPA
Western Wood Products Association
1500 Yeon Building
Portland, OR 97204
2. PRODUCTS
Not Used
3. EXECUTION
Not Used
REFERENCE STANDARDS SECTION 01090-2
SECTION 01400
QUALITY CONTROL
1. GENERAL
1.01 SECTION INCLUDES
A. Quality assurance and control of installation
B. References
1.02 RELATED SECTIONS
A. Section 01090 - Reference Standards
1.03 QUALITY ASSURANCE/CONTROL OF INSTALLATION
A. Monitor quality control over supplies, manufacturers, products,
services, site conditions, and workmanship, to produce work of
specified quality.
B. Comply fully with manufacturer's instructions, including each step
in sequence.
C. Should manufacturer's instructions conflict with Contract
Documents, request clarification from Owner's Representative
before proceeding.
D. Comply with specified standards as a minimum quality for the
work except where more stringent tolerances, codes, or specified
requirements indicate higher standards or more precise
workmanship.
E. Perform work by persons qualified to produce workmanship of
specified quality. Persons shall have a minimum of three years
experience.
F. Secure products in place with positive anchorage devices designed
and sized to withstand stresses, vibration, physical distortion or
disfigurement.
QUALITY CONTROL SECTION 01400-1
1.04 REFERENCES
A. Conform to reference standard by date of issue current on date of
Contract Documents, unless other dates specified in individual
sections.
B. Obtain copies of standards when required by Contract Documents.
C. Should specified reference standards conflict with Contract
Documents, request clarification from Owner's Representative
before proceeding.
D. The contractual relationship of the parties to the Contract shall not
be altered from the Contract Documents by mention or inference
otherwise in any reference document.
2. PRODUCTS
Not Used
3. EXECUTION
Not Used
QUALITY CONTROL SECTION 01400-2
SECTION 02060
(Base Bid "A" Only)
BUILDING DEMOLITION
1. GENERAL
1.01
RELATED DOCUMENTS
A.
The general provisions of the Contract, including General
Conditions, Supplementary General Conditions, Special conditions
and General Requirements apply to the work specified in this
section.
1.02
WORK INCLUDED
A.
Demolition of designated structures and removal of materials from
the site.
B.
Demolition and removal of foundations and slabs on grade.
C.
Cap and identify exposed utilities to remain.
D.
Disconnecting, capping and removal of identified utilities.
E.
Removal of underground piping.
1.03
RELATED WORK
A.
Section 02100 - Site Clearing: Clearing outside periphery of
structures.
1.04
PROJECT
RECORD DOCUMENTS
A.
Accurately record actual locations of capped utilities and
subsurface obstructions.
1.05
REGULATORY REQUIREMENTS
A.
Conform to applicable code for demolition of structures, safety of
adjacent structures, dust and erosion control and disposal.
B.
Obtain required permits from authorities.
C.
Notify affected utility companies before starting work and comply
with their requirements.
BUILDING DEMOLITION SECTION 02060-1
D. Do not close or obstruct roadways, sidewalks or hydrants without
permits and 3 day notification to the Owner's Representative.
E. Conform to applicable regulatory procedures when discovering
hazardous or contaminated materials.
2. PRODUCTS
Not Used
3. EXECUTION
A. Provide, erect, and maintain temporary barriers and security
devices as required.
B. Protect utilities, appurtenances, and neighboring structures which
are not to be demolished.
C. Prevent movement or settlement of adjacent structures. Provide
bracing and shoring as required.
D. Sprinkle work with water to minimize dust. Provide hoses and
water connections for this purpose as required and maintain
adherence to OSHA erosion, runoff, and dust control measures.
3.02 DEMOLITION REQUIREMENTS
A. Conduct demolition to minimize interference with adjacent
structures.
B. Conduct operations with minimum interference to public or private
accesses. Maintain protected egress and access at all times.
C. Obtain written permission from adjacent property owners when
demolition equipment will traverse, infringe upon, or limit access
to their property.
D. Sprinkle work with water to minimize dust. Provide necessary
connections to achieve this purpose.
3.03 DEMOLITION
A. Disconnect, cap, or remove designated utilities within demolition
areas.
BUILDING DEMOLITION SECTION 02060-2
B. Remove foundation walls and footings.
C. Remove concrete slabs on grade.
D. Rough grade and compacted areas affected by demolition to
maintain site grades and contours.
E. Remove demolished materials from site.
F. Do not burn or bury materials on site. Leave site in clean
condition.
G. Remove temporary work.
H. Do not place demolished materials or debris in City of Lubbock
garbage containers or receptacles.
BUILDING DEMOLITION SECTION 02060-3
SECTION 02100
(Base Bids "A" BhM "B")
SITE CLEARING
1. -GENERAL
1.01 RELATED DOCUMENTS
A.
The general provisions of the contract, including General
Conditions, Supplementary General Conditions, Special
conditions, and General Requirements apply to the work specified
in this section.
1.02 WORK INCLUDED
A.
Remove surface debris.
C.
Top soil excavation and removal of any demolished materials,
surplus materials, and trash from the site.
1.03 RELATED WORK
A.
Section 02060 - Building Demolition.
1.04 REGULATORY REQUIREMENTS
A.
Conform to applicable code for disposal of debris.
B.
Coordinate clearing work with utility companies.
2. PRODUCTS
Not used
3. EXECUTION
3.01 PROTECTION
A.
Locate, identify, and protect utilities that remain from damage.
B.
Protect neighboring structures from damage or displacement.
3.02 CLEARING
A.
Clear areas required for access to site and execution of work.
SITE CLEARING SECTION 02100-1
3.03 REMOVAL
A. Remove debris, rock, and extracted plant life from the site.
SITE CLEARING SECTION 02100-2
SECTION 03300
CAST -IN -PLACE CONCRETE
1. GENERAL
Materials shall conform to local building codes and industry standards and the
following.
2. CONCRETE
The concrete shall be Class A, 3000 psi compressive strength at 28 days, with 5%
air entrainment. Mix design shall be based on Water -Cement ratio as follows:
Minimum Sacks Maximum Gallons Maximum Slump
Cement Per CY Water Per Sack in Inches
5 6.5 4
All concrete for flatwork shall include 6 x 6 10/10 W.W.F. reinforcement.
Any concrete failing to meet the strength requirements, mix design requirements,
or air content shall be removed and replaced at the contractors expense.
3. CONSTRUCTION TESTING
Test of the aggregates and concrete will be made by the Engineer during
construction to determine conformity with the specifications.
Tests shall be made on every third truck, or as determined to be necessary by the
Engineer. The costs of all testing will be borne by the City, but the contractor
shall cooperate in securing and storing samples and shall furnish all materials
required for sampling.
4. CURING COMPOUND
Liquid membrane -forming compound shall be applied to the concrete surface as
soon as possible after finishing. The compound and application shall conform to
TxDOT Item 526 "Membrane Curing".
1 A IF41 t WILOIX40)&tV-IMIL91-119jel
1. GENERAL
Construction shall conform to local building codes and industry standards and the
following. Also, see attached Plate #2.
CAST-N-PLACE CONCRETE SECTION 03300-1
2. CONTRACTION JOINTS
Transverse contraction joints shall be formed at 10 foot intervals, or as indicated
on the plan. Contraction joints shall be cut 1 inch deep, 3/8 inch wide, and shall
be properly cleaned and filled with W.R. Meadows Sof-Seal, or equal, to within
1 /8 inch of the surface.
1. GENERAL
The size of concrete work indicated on Plate #1 is not to scale. The contractor
will be provided accurate dimensions at the Pre -Bid Conference for all
dimensions designated with a letter, "A" through "G".
Any additional materials or services required to construct the project as indicated
on the plans and specifications that are not specifically listed as a bid item shall be
considered subsidiary. No separate payment will be made for those subsidiary
materials or services.
2. 4 INCH THICK CONCRETE SIDEWALK & DRIVEWAY
(See Attached Drawings: Plates #1 & #2)
Measurement will be made of the actual lengths of the 4' sidewalk and the
dimensions of the driveway at the Pre -Bid Conference. The contractor will
derive his/her bid from those dimensions.
This bid price shall be full compensation for subgrade preparation including all
excavation or fill, blading, wetting and compacting, 1 inch sand cushion, loading,
hauling, and wasting all excess material, removing and disposing of all
obstructions as may become necessary, and for furnishing and placing all
materials, all manipulations, labor, tools, equipment, and incidentals necessary to
complete the work.
CAST -IN -PLACE CONCRETE SECTION 03300-2
No Text
FOUR FOOT SIDEWALK ALONG PROPERTY LINE
37 mil•
fromPA marl
rl
Expansion joints
4 sidewalk
\ Expansion joints spaced 36 ma:.
NOTE: Maintain constant putter
flow tine.
NOTE: All expansion joints ft (No scale)
be 3/4
SECTION A -A
Contraction markings V2 way through
stab at 4 intervals_ _ pr'
Curb removed.
Curb and Vrttsr completely
rertwved WW constrvxi
a :crown on plots No. 4
Reirdorc putter section to
be pound separate from
driveway.
SECTIONS 8-8
(RESIDENTIAL)
FIRE WMRANT. POWER POLE. ETC.
MUTT HAVE EXAAN317N JOINT WHEN
ENCLOSED IN CONCRETE.
NOT 7 See other plates for
curb ramp details.
Expansion joint.
t
47 min. thickness
Of sidewalk.
�t
�3.min. C
-4 sidewalk o
4" min. thickness
(BUSINESS) r
AInner curb
as require
noble �--4 sidewalk
6 " mil. thickness an
commercial driveway
and sidewalk.
6 xG 0/10 wire mesh
centered in aft N
0
Z
NOTE : See o0w ft"n for
Carr Romp Wells.
REVISED A-eeafgj
SECTION 04200
UNIT MASONRY SYSTEM
1. GENERAL
1.01 RELATED DOCUMENTS
A. The Drawings, General Provisions including General Conditions,
Supplementary General Conditions, and General Requirements
apply to the work of this section.
1.02 SECTION INCLUDES
A. Face Brick units for exterior wall construction to match existing on
the structure.
B. Reinforcement, anchorage, and accessories.
1.03 REFERENCES
A. ANSUASTM C216 - Facing Brick.
1.04 SUBMITTALS
A. Product Data
1. Manufacturer's standard printed installation instructions.
B. Certificates: Submit manufacturer's certification that products
meet or exceed specified requirements.
1.05 QUALITY ASSURANCE
A. Installer
1. Company specializing in performing the work of this
section with minimum 5 years documented experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Store materials off ground and protected from wetting by capillary
action, rain or snow, and protected from mud, dust, or other
material likely to cause staining or defects.
B. Handle materials carefully to avoid chipping and breaking.
UNIT MASONRY SYSTEM SECTION 04200-1
1.07 SITE CONDITIONS
A. Environmental Requirements
1. Hot Weather Requirements
a. Protect all masonry construction from direct
exposure to wind and sun for 48 hours after erection
when ambient air temperature exceeds 99" F. and
when shaded with relative humidity less than 50%.
b. Provide suitable coverings or barriers to deflect
direct sunlight and wind.
B. Cold Weather Requirements
1. Keep masonry units and substrate to receive masonry
construction free of frost, ice, and snow at all times.
2. Maintain temperature of mortar and grout between 70° F.
and 110" F. Do not exceed 160" F. for temperature of
water or sand introduced to cement.
3. Maintain masonry units at a minimum temperature of 30" F
when laying.
4. Maintain air temperature on both sides of masonry above
40' F. for 72 hours, 48 hours if high -early -strength cement
is used in lieu of portland or masonry cement.
5. Do not lay masonry at temperatures below 300 F
2. PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Face Brick Units - New
1. Equal to Acme Brick or Featherlite Building Products
Corp. - to match existing face brick on the structure. This
will include any necessary brick to complete the installation
(in addition to the existing stored on site).
B. Face Brick Units - Existing on Site
1. The contractor may use jU face brick stored on the site
except for any brick inside the structure.
UNIT MASONRY SYSTEM SECTION 04200-2
2.02 MATERIALS
A. Reinforcement and Anchorage
1. Reinforcing Steel: As required by code and standard
practices.
B. Accessories
1. Building Paper: #30 asphalt saturated felt.
2. Cleaning Solutions: Non -acidic, not harmful to masonry
work or adjacent materials.
C. Face Brick Units
1. General
a. Nominal modular size of 2-1/4 inch x 8 inch x 3-5/8
inch thickness. Provide special units for 90 degree
corners, bond beams, and lintels.
b. Units exposed to view shall be free of chipped
corners, edges, and field voids.
2.03 MORTAR AND GROUT MIXES
A. Proportions
1. Mortar mixes: conform to ASTM C270, and the following:
a. Type "S" Mortar for all masonry. One part Portland
Cement, 1/4 to 1/3 parts damp, loose sand or 1/2
part Portland Cement, 1 part masonry cement, 3-3/8
to 4-1/2 parts damp, loose sand.
B. Measuring
1. Accurately measure ingredients, including water, using
measuring devices of known volume.
2. Do not use shovel as measuring device.
C. Mixing
1. Use mechanical mixing equipment designed for purpose
intended.
UNIT MASONRY SYSTEM SECTION 04200-3
2. Use minimum amount of water required to produce
workable consistency.
3. Mix materials for a minimum of three minutes or until mix
presents a uniform color.
D.
Masonry Mortar Color: To match existing.
3. EXECUTION
3.01 EXAMINATION
A.
Verify that field conditions are acceptable and are ready to receive
work.
B.
Verify items provided by other sections of work are properly sized
and located.
C.
Verify that built-in items are in proper location, and ready for
roughing into masonry work.
D.
Beginning of installation means installer accepts existing
conditions.
3.02 PREPARATION
A.
Provide temporary bracing during installation of masonry work.
Maintain in place until building structure provides permanent
bracing.
B.
Install new building paper in locations where existing is
deteriorated.
3.03 INSTALLATION
A.
General
1. Install new masonry to finish partially complete
installation. Install face brick up to soffits. Do not install
brick on vertical wall surfaces above roofing and eaves.
2. Establish lines, levels, and coursing. Protect from
displacement.
3. Maintain masonry courses to uniform dimension. Form
vertical and horizontal joints of uniform thickness.
UNIT MASONRY SYSTEM SECTION 04200-4
4. Lay face brick units in running bond or to match existing.
Form new mortar joints to match profile of existing mortar
joints.
5. Buttering corners of joints or excessive furrowing of mortar
joints are not permitted.
6. Remove excess mortar as work progresses.
7. Interlock intersections and external corners.
8. Do not shift or tap masonry units after mortar has achieved
initial set. Where adjustment must be made, remove mortar
and replace.
9. Perform jobsite cutting of masonry units with proper tools
to provide straight, clean, unchipped edges. Prevent broken
masonry unit comers or edges.
10. Install weep holes in veneer at 32 inches on center
horizontally above through -wall flashing, above shelf
angles, and at bottom of walls.
B. Wall Ties
l . Install wall ties per local code and masonry standards.
C. Tolerances
1. Maximum variation from unit to adjacent unit: 1/32 inch.
2. Maximum variation from plane of wall: 1/4 inch in 10 feet
and 1/2 inch in 20 feet or more.
3. Maximum variation from plumb: 1/4 inch per story non-
cumulative.
4. Maximum variation from level coursing: 1/8 inch in 3 feet
and 1/4 inch in 10 feet; 1/2 inch in 30 feet.
5. Maximum variation of joint thickness: 1/8 inch in 3 feet.
6. Maximum variation from cross sectional thickness of walls:
1/4 inch.
UNIT MASONRY SYSTEM SECTION 04200-5
D. Cutting and Fitting
I. Cut and fit for pipes, conduit, sleeves, grounds, and other
appurtenances. Coordinate with other sections of work to
provide correct size, shape, and location.
2. Obtain contractor or Owner's Representative's approval
prior to cutting or fitting masonry work not indicated or
where appearance or strength of masonry work may be
impaired.
3.04 ADJUSTING AND CLEANING
A. Clean work as required to remove excess mortar and mortar
smears.
B. Replace defective mortar. Match adjacent work.
C. Clean soiled surfaces with cleaning solution.
D. Use non-metallic tools in cleaning operations.
E. Remove and replace all masonry units which are chipped, broken,
or cracked beyond repair.
3.05 PROTECTION OF FINISHED WORK
A. Without damaging completed work, provide protective boards at
exposed external corners which may be damaged by construction
activities.
UNIT MASONRY SYSTEM SECTION 04200-6
SECTION 06100
CARPENTRY WORK
1. GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the contract, including General
Conditions, Supplementary General Conditions, Special
Conditions, and General Requirements 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. Work under this section includes:
1. 1 /2" thick plywood to cover door and window openings
with or without installed doors or windows.
2. Framing blocking at eaves and soffits to replace
deteriorated materials (if required.)
3. Plywood roof decking - standard sheathing grade, thickness
to match existing.
1.03 QUALITY ASSURANCE
A. Lumber standards: Comply with PS 20 and with the applicable
rules of the respective grading and inspecting agencies for species
and products indicated.
B. Identification: Factory mark each piece of lumber and plywood
with type, grade, mill, and grading agency, and submit mill
certificate that materials have been inspected and graded in
accordance with grading standards if it cannot be marked on a
concealed -surface.
C. Product Handling: 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.
CARPENTRY WORK SECTION 06100-1
D. Coordination: Coordinate location of furring, nailers, blocking,
grounds, and similar supports so that attached work will comply
with design requirements.
E. Plywood Standard: Comply with PS 1, except as otherwise
indicated.
F. Provide plywood of any PS 1 species classification group.
G. Fit carpentry work to other work. Scribe and cope as required for
accurate fit.
H. Do not store dressed or treated lumber or plywood outdoors.
1.04 REFERENCE STANDARDS.
A. Western Wood Products Association, "Grading Rules for Western
Lumber".
B. _ Southem'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 STORAGE AND PROTECTION
A. Stack framing lumber and plywood to insure ventilation and insure
against damage from moisture and the elements. Protect millwork
and flooring against dampness during and after delivery. Store
under cover in a well ventilated building and where not exposed to
changes of temperature and humidity. Do not store or install any
framing until masonry work is dry.
2. PRODUCTS
2.01 ROUGH CARPENTRY, FRAMING MATERIALS AND
COMPONENTS
A. Lumber: Graded in accordance with established Grading rules:
Maximum moisture content of 12 percent of following species and
grades:
1. Non-structural light framing: Stress Group A; standard
grade.
CARPENTRY WORK SECTION 06100-2
B. Nails, Spikes, and Staples: Galvanized for exterior locations, high
humidity locations and treated wood: type to suit application.
C. Bolts, nuts, washers, lags, pins, and screws: Medium carbon steel;
sized to suit application galvanized for exterior locations; high
humidity locations and treated wood.
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.
F. Plywood Exposed or not exposed in the following places: roof
decking, window and door opening sheathing.
1. Grade equal to CDX.
G. Grounds and Nailers: No. 1, KD, Southern Yellow Pine, or No. 1,
Douglas Fir -Larch, 19% maximum M.C.
CARPENTRY WORK SECTION 06100-3
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. Do not proceed
with the installation until unsatisfactory conditions have been
corrected in a manner acceptable to the installer.
3.02 INSTALLATION OF FRAMING, FURRING, STRIPPING, AND
PLYWOOD OVER WINDOW AND DOOR OPENINGS
A. Erect wood framing, furring, stripping, and nailing members true
to lines and levels. Do not deviate from true alignment more than
1/4 inch.
B. Space members at 16" on center or as indicated.
C. Construct members of continuous pieces of longest possible
lengths.
D. Securely attach carpentry work to substrates by anchoring and
fastening as shown and as required by recognized standards using
products equal to Simpson Strong Tie:
l . Nail plywood to comply with the recommendations of the
American Plywood Association.
E. Provide framing members of sizes and on spacings as installed in
existing work, and frame openings. Comply with the
recommendations of the "Manual for House Framing" of the
National Forest Products Association. Cut, join, and tightly fit
framing around other work. Do not splice structural members
between supports unless otherwise detailed.
F. 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.
CARPENTRY WORK SECTION 06100-4
G. Install 1/2" thick plywood over all uncovered door and window
openings including openings with plywood on interior. Attach to
exterior trim. Include opening both with and without installed sash
or doors so as to secure building. Security plywood is not to be
inted.
H. Install plywood to match existing thickness at all roof locations if
necessary to support new shingles.
3.03 PROTECTION
A. The Contractor shall do all work necessary to cover and protect all
masonry window sills and wood door jambs and protect all new
carpentry work or material from damage of any character.
B. Any work damaged through neglect of above causes or by any
other means shall be replaced by Contractor without additional cost
to the Owner.
CARPENTRY WORK SECTION 06100-5
SECTION 06200
FINISH CARPENTRY
I. GENERAL
1.01 SECTION INCLUDES
A.
Finish carpentry items, other than shop prefabricated casework.
B.
Hardware and attachment accessories.
C.
Siding
D.
Cedar roof shingles.
1.02 RELATED SECTIONS
A.
Section 09900 - Painting: Painting and finishing of finish
carpentry items.
1.03 REFERENCES
A.
AWI - Quality Standards
B.
PS 1 - Constriction and Industrial Hardwood
1.04 DELIVERY,
STORAGE, AND HANDLING
A.
Store materials in ventilated, interior locations under constant
minimum temperature of 60' F. and maximum relative humidity of
55%.
2. PRODUCTS
2.01 SHEET MATERIALS
A. Softwood Plywood: PS 1; Standard sheathing grade, Group 1,
Appearance quality, birch species with face veneer of rotary cut
grain.
B. #1 cedar shingles to match existing.
C. 30# roofing felt.
D. Siding - 4' x 8' vertical grooved masonite siding.
FINISH CARPENTRY SECTION 06200-1
2.02 ACCESSORIES
A. Nails: Size and type to suit application, plain finish.
B. Bolts, Nuts, Washers, Blind Fasteners, Lags, and Screws: Size and
type to suit application; plain finish.
C. Lumber for Shimming, Blocking, and Curbing: Softwood lumber
of any species.
D. Alkyd Primer: Primer sealer exterior.
E. Wood Filler: Latex.
3. EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work and field
measurements are as shown on shop drawings.
B. Beginning of installation means acceptance of existing conditions.
3.02 PREPARATION
A. Before installation, prime paint surfaces of items or assemblies to
be in contact with cementitious materials.
3.03 INSTALLATION
A. Set and secure materials and components in place, plumb, and
level.
B. Set structural members level and plumb, in correct position.
C. Make provisions for erection loads, and for sufficient temporary
bracing to maintain structure safe, plumb, and in true alignment
until completion of erection and installation of permanent bracing.
D. Place horizontal members flat, crown side up.
E. Construct load bearing framing members full length without
splices.
F. Install softwood (birch) plywood to simple span at all soffit
locations where required to complete or repair the installation and
make ready for paint.
FINISH CARPENTRY SECTION 06200-2
G. Install 30# roofing felt in locations where exposed existing felt is
deteriorated. Install according to manufacturer's
recommendations.
H. Install new #1 cedar roofing shingles at all locations where they are
missing or the job was not completed.
I. Trim or repair all locations with existing shingles where the
installation process was not finished. Note particularly the
untrimmed hips.
J. Install new masonite vertical grooved siding in gables, on dormers,
and any other vertical surfaces above roof or eaves. Paint as
detailed in Section 09900.
3.04 TOLERANCES
A. Maximum Variation from True Position: 1/16 inch.
B. Maximum Offset from True Alignment with Abutting Materials:
1/32 inch.
C. Framing Members: 1 /4 inch from true position, maximum.
D. Surface Flatness of Floor: Framing members 1/4 inch in 10 feet
maximum and 1/2 inch maximum in 30 feet.
FINISH CARPENTRY SECTION 06200-3
SECTION 09900
PAINTING
1. GENERAL
1.01 SECTION INCLUDES
A. Surface preparation and field application of primers, sealers,
paints, and coatings.
1.02 RELATED SECTIONS
A. Section 06200 - Finish Carpentry
1.03 DEFINITIONS
A. Conform to ASTIv1 D16 for interpretation of terms used in this
Section.
1.04 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the
products specified in this section with minimum three years
documented experience.
B. Applicator: Company specializing in performing the work of this
section with minimum three years documented experience.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to
verify acceptability.
B. Container label to include manufacturer's name, type of paint,
brand name, lot number, brand code, coverage, surface preparation,
drying time, cleanup requirements, color designation, and
instructions for mixing and reducing.
C. Store paint materials at minimum ambient temperature of 45" F.
and a maximum of 90' F, in ventilated area, and as required by
manufacturer's instructions.
PAINTING SECTION 09900-1
1.06 ENVIRONMENTAL REQUIREMENTS
A.
Do not apply materials when surface and ambient temperatures are
outside the temperature ranges required by the paint product
manufacturer.
B.
Do not apply exterior coatings during rain or snow, or when
relative humidity is outside the humidity ranges required by the
paint product manufacturer.
C.
Minimum Application Temperatures for Latex Paints: 45° F. for
interiors; 50' F. for exterior, unless required otherwise by
manufacturer's instructions.
2. PRODUCTS
2.01 MANUFACTURERS
A.
Manufacturers - Paint
1. Kelly Moore
2. Glidden
3. Sherwin Williams
B.
Manufacturers - Primer Sealers
1. Kelly Moore
2. Glidden
3. Sherwin Williams
2.02 MATERIALS
A.
Coating: Ready mixed, except field catalyzed coatings. Process
pigments to a soft past consistency, capable of being readily and
uniformly dispersed to a homogeneous coating; good flow and
brushing properties; capable of drying or curing free of streaks or
sags.
B.
Patching Materials: Latex filler.
C.
Fastener Head Cover Materials: Latex filler.
2.03 FINISHES
A.
Refer to schedule at end of section for surface finish and color
schedule.
PAINTING SECTION 09900-2
3. EXECUTION
3.01 EXAMINATION
A. Verify that surfaces and/or substrate conditions are ready to receive
work as instructed by the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement
of work.- Report any condition that may potentially affect proper
application.
3.02 PREPARATION
A. Correct defects and clean surfaces which affect work of this
section. Remove existing coatings that exhibit loose surface
defects.
B. Seal with shellac and seal marks which may bleed through surface
finishes.
C. Galvanized Surfaces: Remove surface contamination and oils and
wash with solvent. Apply coat of etching primer.
D. Exterior Wood Scheduled to Receive Paint Finish: Remove dust,
grit, and foreign matter. Seal knots, pitch streaks, and sappy
sections. Fill nail holes with tinted exterior caulking compound
after prime coat has been applied.
3.03 APPLICATION
A. Apply products in accordance with manufacturer's instructions.
B. Do not apply finishes to surfaces that are not dry.
C. Apply each coat to uniform finish.
D. Allow applied coat to dry before next coat is applied.
E. Paint all exposed exterior wood surfaces both existing and newly
installed except for plywood over doors and windows. Include all
siding and eave/soffit trim and materials.
PAINTING SECTION 09900-3
3.04 CLEANING
A.
Clean work.
B.
Collect waste material which may constitute a fire hazard, place in
closed metal containers and remove daily from site.
3.05 SCHEDULE
- EXTERIOR SURFACES (when applicable)
A.
Wood - Painted (Opaque):
1. One coat of alkyd exterior primer equal to Kelly Moore
(KM) #220 Exterior Primer.
2. Two coats of latex semi -gloss enamel equal to KM #1250
Acry-Lustre Acrylic Semi -Gloss Finish.
B.
Steel - Unprimed:
1. One coat of alkyd primer equal to KM #1710 Kel-Guard
Zinc Chromate Red Oxide Primer.
2. Two coats of alkyd gloss enamel equal to KM #1700 Kel-
Guard Rust Inhibitive Enamel.
C.
Steel - Galvanized:
1. One coat galvanize primer equal to KM # 1722 Kel-Guard
Galvanized Iron Primer.
2. Two coats of alkyd gloss enamel equal to KM # 1700 Kel-
Guard Rust Inhibitive Enamel.
PAINTING SECTION 09900-4