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PROJECT MANUAL
CWA Project No. 2008-08
PROJECT NAME
ADA ACCESSIBILITY UPGRADES FOR:
W. C. PATTON PARK
PROJECT ADDRESS
3969 14TH AVE. N
BIRMINGHAM, AL
35234
DEPARTMENT OF
PLANNING, ENGINEERING AND PERMITS
CITY OF BIRMINGHAM
ANDRE BITTAS
DIRECTOR
ALAN TERRY OGLESBY, NCARB
CITY ARCHITECT
DATE: JANUARY 31, 2012
SET NO.______
INSTRUCTIONS TO BIDDERS
SECTION 00100-1
PART ONE - GENERAL
1.00
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to and form a part of this Section.
1.01
INTENT
A.
This section is included in the Bid Documents to give information required to properly
prepare the Bids and are hereby made a part of the Contract Documents.
1.02
SCOPE
A.
The Contractor shall submit a LUMP SUM BASE BID proposal which shall include all costs
for the ADA ACCESIBILITY UPGRADES FOR W.C. PATTON PARK for the City of
Birmingham located at 3969 14TH AVE N Birmingham, Alabama 35234 and all systems,
services and structures as required for this project as provided in the construction documents.
B.
It is the intent of these documents to require the contractor to include in his bid all costs
involved for the coordination of all trades to the successful completion of this project as
specifically outlined, required, or reasonably implied.
C.
A PRE-BID CONFERENCE will be held on as indicated in the INVITATION TO BID.
1.03
PROPOSAL
A.
All bids submitted shall be prepared in conformity with and shall be based upon and
submitted, subject to all requirements of the Specifications and Drawings.
B.
Bid Documents shall be enclosed in an envelope which shall be sealed and clearly labeled
"Sealed Bid" and the name of the project so as to guard against opening prior to the time set
therefore. The bidder shall be responsible for the placement of his firm's name, name of
the job and Contractor's license number on the outside of the envelope. A current copy
of the General Contractor’s license and City of Birmingham business license shall be
attached to the Form of Proposal. Submit bids in duplicate.
C.
The Owner may consider as informal any bid on which there is an alteration or departure from
the form of proposal hereto attached.
D.
Under the Alabama State Code, Section 39-2-4 as amended by Act 97-225, it is required for
any contract exceeding $50,000.00 that the bidder submit with his bid a cashier's check drawn
on a local bank, or a bid bond executed by a surety company duly authorized and qualified to
make such bonds in the State of Alabama, payable to the City of Birmingham in an amount
(subject to a maximum of $10,000.00) equal to five percent (5%) of the bid. In order for a
bid to be considered, it must be accompanied by an acceptable bid bond or check.
INSTRUCTIONS TO BIDDERS
SECTION 00100-2
E.
The successful Bidder shall be required to execute a Performance and Labor and Material
Bond covering and including labor and materials in an amount equal to 100% of the contract
price.
1.04
BID PROCEDURE
A.
The Owner reserves the right to waive informalities and/or technicalities, to reject any or all
bids without explanation to bidders, and to make award as best interest to Owner appears.
If the bid proposal contains bid alternates, the low bid will be determined by the base bid and
the inclusion of the sum total of all bid alternates selected by the City. The City reserves the
right to select any individual or combination of bid alternates regardless of the order in which
they are listed in the bid proposal form and based on the best interest of the City. In order to
enable the City to properly evaluate bids, each alternate should be bid. In the event a bid is
not provided for any alternate selected by the City for inclusion in the project, then that bid
shall be considered non-responsive. In the event a bid is not received on any alternate which
the City chooses not to include in the project, then the total of the base bid and selected
alternates shall be considered a responsive bid.
If no change in the base bid is required for any alternate, enter "NO CHANGE."
B.
Bids received prior to time of opening will be securely kept unopened. The person whose
duty it is to open them will decide when the specified time has arrived and no bids received
thereafter will be considered.
C.
Bidders are cautioned to allow ample time for transmittal by mail or otherwise.
D.
Bids may be withdrawn or modified on written or telegraphic request dispatched by the bidder
in time for delivery in normal course of business prior to time fixed for opening, provided that
telegraphic withdrawal is confirmed in writing over the signature of the Bidder within 48
hours thereafter.
Negligence on the part of the Bidder in preparing the bid confers no right for withdrawal of
the bid after it has been opened. If the low bidder discovers a mistake in its bid rendering a
price substantially out of proportion to that of other bidders, the low bidder may seek
withdrawal of its bid without forfeiture upon written notice to the Owner within three (3)
working days after the opening of bids whether or not award has been made. If the low
bidder offers clear and convincing documentary evidence as soon as possible, but no later than
three (3) working days after the opening of bids, that it made such a mistake due to
calculation or clerical error, an inadvertent omission, or a typographical error, the Owner shall
permit withdrawal without forfeiture. The decision of the Owner shall be made within ten
(10) days after receipt of the low bidder's evidence. In no event shall a mistake of law,
judgment or opinion constitute a valid ground for withdrawal of a bid without forfeiture.
Upon withdrawal of a bid without forfeiture, the low bidder shall be prohibited from:
(1) doing any work on the contract, either as a subcontractor or in any other capacity, and
(2) bidding on the same project if it is re-advertised for letting.
INSTRUCTIONS TO BIDDERS
SECTION 00100-3
E.
Erasures or other changes in the bids must be explained or noted over the signature of the
Bidder.
F.
In event of disagreement between bid prices and proposal forms submitted, as between words
and figures, words shall govern.
G.
No bidder may withdraw his bid for sixty (60) days after scheduled time and date set for
opening thereof.
H.
All cashier's checks or bid bonds will be returned immediately to all except the three lowest
bona fide Bidders. Bid bonds shall be returned to the three (3) lowest bona fide Bidders when
the Contract is signed and bonds furnished by the successful Bidder.
I.
The contract shall be awarded to the lowest responsible and responsive bidder, unless the
Owner finds that all the bids are unreasonable or that it is not in the interest of the Owner to
accept any of the bids. A responsible bidder is one who, among other qualities determined
necessary for performance, is competent, experienced, and financially able to perform the
contract. A responsive bidder is one who submits a bid that complies with the terms and
conditions of the Invitation for Bids. Minor irregularities in the bid shall not defeat
responsiveness.
J.
After bids are opened, the three (3) lowest responsive bidders will be required to furnish a
through written breakdown of their bids for validation. The breakdown shall be complete
enough to indicate that all major materials, labor, bonds and permits, overhead and profit,
taxes, insurance, allowance, etc. have been included as part of the bid. The Owner reserves
the right to consider as non-responsive the bid of any bidder failing to deliver this written
breakdown within seven (7) calendar days after the bids are opened, or of any Bidder failing
to provide written clarification or additional detail to the written breakdown within three (3)
calendar days of the receipt of such request.
1.05
EXAMINATION OF DOCUMENTS AND SITE
A.
Each bidder submitting a proposal for this Work shall examine the documents and the
premises to satisfy himself as to the existing conditions under which he will be obliged to
operate in performing his part of the work and that will in any manner affect the work under
this contract. All proposals shall take into consideration all such conditions as may affect the
work under this contract. By submitting a bid, the bidder "affirms" that he has visited the site
of the work and understands the Contract Documents.
B.
In the event of discovery of discrepancies between the dimensions shown in the drawings and
those actually existing, the contractor shall report these to the Architect at least 5 days prior
to the Bid. The Architect will check and if clarification is needed, clarification will be made
by Addendum. In the event discrepancies between drawings and actual dimensions are not
clarified, "it will be deemed that the Bid was prepared on the basis of the most expensive way
of doing the work involved."
INSTRUCTIONS TO BIDDERS
SECTION 00100-4
C.
Each bidder submitting a proposal shall examine the documents and site to satisfy himself that
all of the work contained in the documents complies with the Americans with Disabilities Act.
1.06
EXPLANATION AND INTERPRETATIONS
A.
Should any omission, discrepancy, ambiguity, or area in the Drawings and Specifications, or
in any of the Contract Documents be discovered, or should there be any doubt as to the
meaning or intent thereof, report such findings to the Architect in writing. Questions should
be received by the Architect at least five (5) days prior to the date set for receiving of bids.
The Architect will check discrepancy and if clarification is needed, clarification will be issued
by Addendum. In the event the omission, discrepancy or ambiguity is not clarified, "it will be
deemed that the Bid was prepared on the basis of the most expensive way of doing the work
involved."
B.
Clarification will be made by Addendum, which will be sent to all prospective Bidders on
record, or if time does not permit, will be announced at the place prior to the time bids are to
be opened.
C.
Neither the Owner nor the Architect will be responsible for verbal answers regarding the
intent or meaning of any of the contract documents.
1.07
SUBSTITUTIONS
A.
To obtain approval to use unspecified products, Bidders shall submit written request at least
ten (10) days before the bid date and hour. Requests received after this time will not be
considered. Requests shall clearly describe the product for which approval is asked, including
all data necessary to demonstrate acceptability. If the product is acceptable, the Architect will
approve it in an Addendum issued to all prime bidders on record.
1.08
TIME FOR COMPLETION
A.
It is hereby understood and mutually agreed by and between the Contractor and the Owner
that the date of beginning and the time for completion of the work to be done hereunder are
essential conditions of this contract; and it is further mutually understood that the Work
embraced in this contract shall be commenced on a date to be specified in the "Notice to
Proceed" and shall be completed on or before the date set forth in the “Notice to Proceed”.
B.
The Contractor agrees that said work shall be prosecuted regularly, diligently, and
uninterruptedly at such rate of progress as will insure full completion thereof within the time
specified. It is expressly understood and agreed by and between the contractor and the
Owner that the time for the completion of work described herein is a reasonable time for
completion of same, taking into consideration the average climatic range and usual industrial
conditions prevailing in this locality.
INSTRUCTIONS TO BIDDERS
SECTION 00100-5
C.
Delays occasioned by strike occurring on the job during the performance of the work, riots,
civil commotions and change orders agreed upon by the Owner and the Contractor shall be
the only exceptions for which a request for extension may be made. Any claim that the work
has been delayed by any such strike, riot, or civil commotion shall be made in writing to the
Owner no more than ten (10) days after the delay begins; otherwise, such claim shall be
waived, and the work shall be completed without extension for such delay. Time is of the
essence of this contract.
D.
Time for completion of this contract shall be Ninety (90) calendar days from the Notice to
Proceed as adjusted per Supplemental General Conditions, Section 00800, Paragraph 3.10.5.
1.09
USE OF FOREIGN MATERIALS
A.
In accordance with Act Number 97-225, Bill Number H-275 enacted by the 1997 Legislature
of Alabama, the Contractor shall use in the execution of the contract materials, supplies, and
products manufactured, mined, processed, or otherwise produced in the United States or its
territories, if same are available at reasonable and competitive prices.
B.
In the event the contractor breaches the agreement to use domestic products, and domestic
products are not used, there shall be a downward adjustment in the contract price equal to any
realized savings or benefits to the contractor.
C.
The contractor shall use steel produced within the United States when specifications in the
construction contract require the use of steel. If the Owner decides that the procurement of
the above mentioned domestic steel products becomes impractical as a result of a national
emergency, national strike, or other cause, the Owner shall waive the above restriction.
D.
In the event the contractor violates the domestic steel requirements, and domestic steel is not
used, there shall be a downward adjustment in the contract price equal to any savings or
benefits to the contractor.
1.10
FIRE PRECAUTION
A.
Emergency fire protection shall be provided, using extinguishers, said equipment to the
requirements of the National Board of Fire Underwriters' and relevant Insurance Company.
Particular care shall be exercised when using open flame and welding and cutting equipment;
use only flame-proof type tarpaulins. Keep site clean and orderly with proper protection of
combustibles while in use and in storage.
1.11
ADVERTISEMENT OF COMPLETION
A.
Contractors performing contracts of fifty thousand dollars ($50,000.00) or more shall
immediately after the completion of the contract, give notice of the completion by an
advertisement in a news paper of general circulation published within the City or County in
which the work was done, once a week for four (4) consecutive weeks.
INSTRUCTIONS TO BIDDERS
SECTION 00100-6
B.
In no case will a final settlement be made upon the contract until the expiration of thirty (30)
days after the completion of the notice.
C.
Proof of publication of this notice shall be submitted by the General Contractor to the
Architect by affidavit of the publisher and a printed copy of the notice published. If no
newspaper is published in the county, the notice must be posted at the Courthouse for thirty
(30) days and proof shall be made by the Judge of Probate, Sheriff, and the Contractor.
D.
Contractors performing contracts of less than fifty thousand dollars ($50,000.00) shall
immediately after completion of the contract, give notice of the completion by an
advertisement in a newspaper of general circulation published within the City or County in
which the work was done for one week. The contractor shall furnish the Architect by
affidavit of the publisher a printed copy of the notice published for posting on their bulletin
board for one week. The contractor shall certify under oath that all bills have been paid in
full. Final settlement with the contractor will be made after the notice has been posted for one
entire week.
1.12
GUARANTEES AND BONDS
A.
Contractor shall submit to Architect before final acceptance and final payment all warranties,
guarantees, lien waivers, and surety bonds. All such documents shall show the name and
location of the project and the name of the Owner.
1.13
PRE-CONSTRUCTION CONFERENCE
A.
Prior to beginning any work on this project, a meeting shall be held with the Architect to
review the requirements as they relate to the work schedule, method of approach, and bring
attention to all specific job requirements.
1.14
PROTECTION OF EXISTING STRUCTURE
A.
The Contractor shall protect the existing property from damage caused by his work or
workman, and be responsible for the repair of any damage thus caused.
1.15
TEMPORARY FACILITIES PROVIDED BY THE CONTRACTOR
A.
The Contractor shall provide all temporary facilities.
1.16
SAFETY AND HEALTH REGULATIONS
A.
Full compliance is required to the Department of Labor, Bureau of Labor Standards, "Safety
and Health Regulations for Construction," as published in the Federal Register, Volume 36,
Number 75, dated Saturday, April 17, 1971, as may be applicable to this project, or any later
revision.
INSTRUCTIONS TO BIDDERS
SECTION 001007
1.17
COMPLIANCE WITH LOCAL REQUIREMENTS
A.
All work shall be accomplished in accordance with applicable sections of all Local, County,
State and Federal Law, Codes or Ordinances and the Americans with Disabilities Act.
Contractor shall be responsible for all fees, permits, impact fees, licenses, etc.
1.18
EQUAL OPPORTUNITY
A.
The Contractor shall maintain policies of employment as follows:
1.
The Contractor and all subcontractors shall not discriminate against any employee or
applicant for employment because of race, religion, color, sex, national origin or age. The
Contractor shall take affirmative action to insure that applicants are employed, and that
employees are treated during employment without regard to their race, religion, color, sex,
national origin or age. Such action shall include but not be limited to the following:
employment upgrading, demotion or transfers, recruitment or recruitment advertising, layoff
or termination, rate of pay or other forms of compensation, and selection for training,
including apprenticeship. The contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices setting forth the policies of nondiscrimination.
2.
The Contractor and all subcontractors shall, in all solicitation or advertisement for
employees placed by them or on their behalf state that all qualified applicants will receive
consideration for employment without regard to race, religion, color, sex, national origin or
age.
3.
MINORITY BUSINESS PARTICIPATION IN CITY PROJECTS. BE IT
ORDAINED by the City Council of the City of Birmingham, Alabama as follows: The
City of Birmingham shall include written language in all Request for Proposals (RFP’s)
and Contracts encouraging minority and women owned business participation. As a
matter of public policy, the City of Birmingham agrees to make opportunities available
to the maximum extent possible, to actively include Historically Underutilized Business
Enterprises (HUBE’s) such as architectural firms, engineering firms, investment
banking firms, other professional consultant services providers, and construction
contractors as part of business, economic and community revitalization programs.
1.19
BIRMINGHAM PLAN-CONSTRUCTION INDUSTRY PROGRAM
A.
Contractors bidding on public works construction projects of the city of Birmingham shall
comply with the program guidelines set forth in the Birmingham Plan - Construction Industry
Program - Instructions to Bidders Section 00400.
1.20
DECLARATION OF U.S. CITIZENSHIP AND/OR LAWFUL PRESENCE OF AN
ALIEN
A.
In accordance with the “Beeson-Hammon Alabama Taxpayer and Citizen Protection Act”,
Act Number 2011-535 (Code of Alabama (1975) §31-13-9), enacted by the 2011 Legislature
INSTRUCTIONS TO BIDDERS
8*
SECTION 00100-
of Alabama, the Contractor shall be required to properly complete and submit with the signed
contract an Affidavit attesting that the Contractor shall not knowingly employ, hire for
employment, or continue to employ an unauthorized alien. The form of Affidavit shall be as
provided by the City of Birmingham and as included in the Project Manual, and once executed
shall become part of the Contract Documents.
B.
As part of this Affidavit, the Contractor shall attest it has registered with and is participating
and will participate during the performance of the Contract in the Federal work authorization
program known as “E-verify” operated by the United States Citizenship and Immigration
Service Bureau of the United States Department of Homeland Security to verify information
of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986
(IRCA), P.L. 99-603, in accordance with the applicable provisions of the Alabama
Immigration Act..
C.
The Contractor shall also secure from any subcontractor(s) employed or contracted in
connection with physical performance of services pursuant to the Contract with the City of
Birmingham verification of compliance with Code of Alabama (1975) §31-13-9 in a form
substantially similar to the Affidavit included in the Declaration, and the Contractor shall
maintain records of such compliance and provide a copy of such verification to the City of
Birmingham at the time the subcontractor is retained to perform such services.
END OF SECTION
AFFIDAVIT FOR BUSINESS ENTITY/EMPLOYER /CONTRACTOR
STATE OF ALABAMA
)
COUNTY OF JEFFERSON )
Before me, a notary public, personally appeared ________________________________ (print
name) who, being duly sworn, says as follows:
As a condition for the award of any contract, grant, or incentive by the City of Birmingham,
Alabama, to a business entity or employer that employs one or more employees, I hereby attest
that in my capacity as ___________________________________ (your position) for
___________________________________________________
(name
of
business
entity/employer/contractor) that said business entity/employer/contractor shall not knowingly
employ, hire for employment, or continue to employ an unauthorized alien.
I further attest that said business entity/employer/contractor is enrolled in the E-Verify program.
(ATTACH
DOCUMENTATION
ESTABLISHING
THAT
BUSINESS
ENTITY/EMPLOYER/CONTRACTOR IS ENROLLED IN THE E-VERIFY PROGRAM)
___________________________________________
Signature of Affiant
Sworn to and subscribed before me this _____day of _________________________, 201__.
I certify that the affiant is known (or made known) to me to be the identical party he or she
claims to be.
_________________________________________
Signature and Seal of Notary Public
AFFIDAVIT FOR SUBCONTRACTOR
STATE OF ALABAMA
)
COUNTY OF JEFFERSON )
Before me, a notary public, personally appeared ___________________________________
(print name) who, being duly sworn, says as follows:
As a condition for being a subcontractor on a project paid for by contract, grant, or incentive by
the State of Alabama, any political subdivision thereof, or any state-funded entity, I hereby attest
that in my capacity as ____________________________________ (your position) for
______________________________ (subcontractor name), said subcontractor shall not
knowingly employ, hire for employment, or continue to employ an unauthorized alien.
I further attest that said subcontractor is enrolled in the E-Verify program prior to performing
any work on the project. (ATTACH DOCUMENTATION ESTABLISHING THAT
SUBCONTRACTOR IS ENROLLED IN THE E-VERIFY PROGRAM)
____________________________________________
Signature of Affiant
Sworn and subscribed before me this _____day of ___________________________, 201____.
I certify that the affiant is known (or made known) to me to be the identical party he or she
claims to be.
_________________________________________________
Signature and Seal of Notary Public
AFFIDAVIT OF DIRECT SUBCONTRACTOR TO BE GIVEN TO CONTRACTOR
STATE OF ALABAMA
)
COUNTY OF JEFFERSON )
Before me, a notary public, personally appeared _________________________________ (print
name) who, being duly sworn, says as follows:
I hereby attest that as ___________________________________________(your position) for
the direct subcontractor _________________________________________(name of business
entity/employer/subcontractor) for _____________________________________________
(name of business entity/employer/contractor) said direct subcontractor has not knowingly
employed, hired for employment, or continued to employ an unauthorized alien. I further attest
that I have verified each of the above-named direct subcontractor’s employee’s eligibility for
employment. I further attest that I have in good faith complied with Code of Alabama, Section
31-13-9 (c)*
____________________________________________________________
Signature of Affiant
Sworn to and subscribed before me this ____day of _______________________, 201___.
I certify that the affiant is known (or made known) to me to be the identical party he or she
claims to be.
__________________________________________________
Signature and Seal of Notary Public
A.D.A. ACCESIBILITY UPGRADES FOR:
W. C. PATTON PARK
PROJECT NUMBER 2008-08
INDEX
SECTION 00003-1
DIVISION PRELIMINARY - BIDDING REQUIREMENTS
00003 – INDEX
00010 – INVITATION TO BID
00100 – INSTRUCTIONS TO BIDDERS
00110 - AFFIDAVIT FOR CONTRACTOR FORM
00120 – AFFIDAVIT FOR SUBCONTRACTOR
00130 - AFFIDAVIT OF DIRECT SUBCONTRACTOR TO BE GIVEN TO CONTRACTOR
00200 – PROPOSAL FORM
00400 – CONSTRUCTION INDUSTRY PROGRAM
00500 – PROJECT FORMS
00620 – ADVERSTISEMENT FOR COMPLETION
00630 – TAX EXEMPTION
00631 – AGENCY AGREEMENT w/THE GUIDELINES FOR
THE SALES TAX SAVING PROGRAM
00632 – SPECIAL PURCHASE ORDER
00633 – INVOICE TRANSMITTAL
00634 – ESTIMATE
00635 – CONTINUATION SHEET
00636 – ESTIMATED PAYMENT SCHEDULE
00638 – PARTIAL RELEASE OF LIEN
00639 – WAIVER OF LIEN
00640 – PROJECT SIGN
00700 – GENERAL CONDITIONS
00800 – SUPPLEMENTAL GENERAL CONDITIONS
DIVISION 1 - GENERAL REQUIREMENTS
01005 – PROJECT SAFETY
01010 – SUMMARY OF WORK
01020 – ALLOWANCES
01200 – PROJECT MEETINGS
01300 – SUBMITTALS
01500 – TEMPORARY FACILITIES
01562 – DUST CONTROL
01600 – MATERIALS AND EQUIPMENT
01700 – PROJECT CLOSEOUT
01710 – CLEANING
DIVISION 2 - SITE
02060 – SELECTIVE DEMOLITION
INDEX
SECTION 00003-2*
DIVISION 3 - CONCRETE
03300 – SITEWORK CONCRETE
DIVISION 9 - FINISHES
09620 – POURED-IN-PLACE RUBBER SURFACING FOR PLAYGROUNDS
09900 – PAINTING
DIVISION 10 - SPECIALTIES
10800 – TOILET ACCESSORIES
END OF SECTION
FORM OF PROPOSAL
TO:
SECTION 00200-1
City of Birmingham
Department of Planning, Engineering and Permits
City Hall, Suite 410
710 North 20th Street
Birmingham, Alabama 35203
ATTN: CITY ARCHITECT
1.
The undersigned contractor (herein “Contractor”) having carefully examined the Contract
Documents, the site of the work, and the conditions affecting the work, hereby proposes and
agrees, if this proposal is accepted, to enter into Contract, furnish bonds in the forms specified
and to furnish supervision, labor, equipment and materials required for the ADA
ACCESSIBILITY UPGRADES FOR: W. C. PATTON PARK for the City of Birmingham
(“the City”), located at 3969 14TH AVE. N Birmingham, Alabama (“the Project”).
2.
The Contractor agrees to perform the work in accordance with the Contract Documents as
distributed by the Department of Planning, Engineering and Permits of the City of
Birmingham, Alabama, and dated (insert date of Contract Documents) for the sum of
($
) DOLLARS (the “Contract Sum”).
In addition, if unit prices are requested for all or any part of the Project, Contractor proposes
and agrees to perform all quantities of work necessary for the successful completion of the
Project in accordance with the unit prices bid by Contractor on the attached Unit Price Form.
(If unit price bids desired, generate Unit Price Form for the Project and attach to this
Form of Proposal)
3.
The Contractor further agrees to submit a complete breakdown of all labor, equipment and
material to be used in the Project, including those estimated by the subcontractors, showing at
a minimum all labor cost and material cost at the divisional level and following the format of
the Contractor’s pay request. The requirement must be met before any funds will be released
to the Contractor by the City.
4.
TIME FOR COMPLETION of this project shall be Ninety (90) calendar days from the
date of Notice to Proceed as may be adjusted per the Contract.
5.
LIQUIDATED DAMAGES will be assessed in favor of the City for failure to achieve
substantial completion within the allotted time. See General Conditions, Article 49 for a
schedule of Liquidated Damages.
6.
In submitting this bid, Contractor understands that the City reserves the right to reject all bids
and that this bid may not be withdrawn for a period of sixty (60) days from the opening
thereof.
7.
Contractor further agrees that at the time the City delivers to the Contractor a Contract for
execution, the undersigned Contractor will within ten (10) days after date of such delivery,
execute and deliver to the City Architect the signed Contract, the required bonds and proof
of insurance in accordance with the Contract Documents.
FORM OF PROPOSAL
SECTION 00200-2
8.
Contractor further agrees that if it fails to execute the Contract and present the required
Contract bonds and proofs of insurance within fifteen (15) calendar days after being given
written notice of award of this Contract, the City may retain from the Contractor’s bid
guaranty (if it is a cashier’s check) or from the surety (if the guaranty is a bid bond), the
difference between the amount of the Contract as awarded and the amount of the proposal of
the next lowest bidder or the amount of the guaranty, whichever is lesser. If no other bids are
received, the full amount of the guaranty may be retained or recovered as liquidated damages
for such default. Any sums so retained or recovered shall be the property of the City.
9.
In submitting this bid, the Contractor certifies that there has been no collusion with any
person in respect to this bid or any other bid or the submitting of bids for the Contract for
which this bid is submitted.
10.
The Contractor hereby certifies that in employment of personnel it does not discriminate
against any person or persons, on account of race, creed, color, sex, or national origin. The
Bidder represents that it has read, understands, and will comply with Instructions to Bidders
regarding the Birmingham Plan-Construction Industry Program.
(If an addendum(a) is (are) issued, this Form of Proposal must be reissued also, adding
the following provisions:
11.
The receipt of the following addenda is acknowledged:
ADDENDUM NO. 1 DATED
ADDENDUM NO. 2 DATED
ADDENDUM NO. 3 DATED
And so on, as appropriate, based on the number of addenda
BY:
TITLE:
COMPANY:
ADDRESS:
MAILING
TELEPHONE:
ADDRESS:
If Bidder Is a Corporation, State:
•
Name of officer Certified by Board of Directors to execute Contract Binding
Bidder:
•
State of Incorporation of Bidder:
FORM OF PROPOSAL
SECTION 00200-3*
If Bidder is a Partnership, State:
• Full Names of All Partners:
For any bid of $50,000 or more, the bidder MUST attach a photocopy or other evidence of
current General Contractor’s License No., current bid limit and type(s) of work for which the
Contractor is currently licensed.
DATE:
END OF FORM OF PROPOSAL
INSTRUCTIONS TO BIDDERS REGARDING THE
BIRMINGHAM PLAN-CONSTRUCTION INDUSTRY PROGRAM
SECTION 00400-1
ALL BIDDERS ON CONSTRUCTION PROJECTS SHOULD READ CAREFULLY
The City of Birmingham has adopted the program guidelines set forth in the Birmingham PlanConstruction Industry Program ("BP-CIP"), which is a Minority Business Enterprise
Program/Disadvantaged Business Enterprise Program (MBE/DBE) designated to encourage the
participation of MBE/DBEs in construction projects of the City. The program is administered by the
Construction Industry Authority ("CIA"). Under this program, it is the policy of the City to encourage
the use of MBE/DBEs in construction projects. Special attention is called to steps seven and eight
below, which will be a part of any successful Bidder's contract with the City.
Under the new MBE/DBE Program, the contractors bidding on construction projects of the
City should comply with the following program guidelines:
(1)
The potential Bidders should acquire specifications and drawings to decide whether to
make a bid.
(2)
The potential Bidders should contact the CIA for assistance in obtaining MBE/DBE
participation in the bid process and contract award. The CIA has established a listing
of certified MBE/DBEs, by trade categories, for assistance to general contractors
interested in bidding on the projects.
(3)
The potential Bidders should identify those trades and activities for which it will solicit
and accept bids from potential subcontractors. Then the potential Bidders should
notify the CIA of those trades and construction activities which will be subcontracted
to other firms. The notification will allow the CIA an opportunity to apprise certified
MBE/DBEs of bid opportunities.
(4)
The CIA will identify and notify certified MBE/DBEs of the various bid opportunities
on each project.
(5)
The CIA will assist interested MBE/DBEs in bid preparation and those MBE/DBEs
will submit bids to potential Bidders.
(6)
In the cases of a dispute between a MBE/DBE and a potential general contractor with
respect to bid placement, the CIA Executive Director shall be allowed to confidentially
view the general contractor's bid analysis work and spread sheets, with the
concurrence of the general contractor.
INSTRUCTIONS TO BIDDERS REGARDING THE
BIRMINGHAM PLAN-CONSTRUCTION INDUSTRY PROGRAM
SECTION 00400-2*
(7)
Within 45 days after receiving a notice to proceed, the general contractor must
provide the CIA Executive Director a list of MBE/DBE Subcontractors to whom it
has or anticipates awarding subcontracts, along with a description of the scope of
work to be performed by each such MBE/DBE subcontractor and the estimated dollar
amount for each MBE/DBE firm listed. This step shall be a part of any successful
bidder's contract with the City. All bidders should be aware that the CIA establishes
goals for MBE/DBE participation. While the precise goal for each phase of the City
construction projects may vary from phase and year to year, the minimum goal to be
used for City projects is 20 percent MBE/DBE participation.
(8)
After the job closeout and before the general contractor receives the final payment or
Retainage, the general contractor shall submit to the CIA the names of MBE/DBE
subcontractors used on the job, along with the scope of work and net dollar amount
paid to each subcontractor. This step shall be a part of any successful bidder's contract
with the City.
Additional information about this Program may be obtained from the Executive Director,
Construction Industry Authority at 3600 4th Avenue South, Birmingham, Alabama 35222, (205)
324-6202.
A Pre-bid Conference will be held as outlined in Instructions to Bidders 00100.
It shall continue to be the policy of the City not to discriminate against anyone because of race.
However, affirmative action to correct the identified vestiges of racial discrimination and segregation
is an integral part of this policy of nondiscrimination.
END OF SECTION
_________
_________
_________
_________
_________
_________
MBE/DBE
______________
______________
______________
______________
______________
______________
SCOPE
OF WORK
INSTRUCTIONS:
* For project start-up, complete item A only (after notice to proceed)
* For project with less than 45- day duration, complete items A, B and C
* For project with 45 day duration or longer reporting, complete items A & B
* For project close-out, complete item C only
$____________________
FINAL
AMOUNT
PAID
(Include Change Orders)
$____________________
$____________________
$____________________
$____________________
$____________________
$____________________
_______________%
_______________%
_______________%
_______________%
_______________%
_______________%
_______________%
% OF TOTAL
CONTRACT AMOUNT
FINAL COMPLETION DATE: _________________
FINAL TOTAL CONTRACT AMT:$________________________________
(Include Change Orders)
C. PROJECT CLOSE-OUT REPORT
REVISED SUBMISSION DATE:____________
$______________
$______________
$______________
$______________
$______________
$______________
TENTATIVE
CONTRACT
AMOUNT
TOTAL MBE/DBE $______________________
INITIAL SUBMISSION DATE:______________
DATE SUBMITTED: ______________________
A._____________________________________
B._____________________________________
C._____________________________________
D._____________________________________
E._____________________________________
F._____________________________________
LIST EACH MBE/DBE SUBCONTRACTOR
B. 45-DAY REPORT
3. SCHEDULED COMPLETION DATE: _______________
2. SCHEDULED START DATE: ____________ ACTUAL START DATE: ____________
(Notice to Proceed)
1. TOTAL CONTRACT AMOUNT: $___________________________________________
A. START-UP DATA
NAME OF PROJECT:_________________________________________________________________________PROJECT NO:______________________________________
PROJECT OWNER:_____________________________________________________________________________________________________________________________
GENERAL CONTRACTOR:_________________________________________ADDRESS_________________________________________PHONE____________________
GENERAL CONTRACTOR’S PROJECT-SPECIFIC REPORT
MBE/DBE PARTICIPATION
3600 4th AVENUE SOUTH, BIRMINGHAM, AL 35222/Telephone: (205) 324-6202/Fax: 324-6210
BIRMINGHAM CONSTRUCTION INDUSTRY AUTHORITY
PROJECT FORMS
SECTION 00500-1*
1.00
GENERAL
A.
The following documents, prepared by the American Institute of Architects shall apply to and
form a part of the Contract Documents for this project.
AIA A101
Contract Agreement for Construction
AIA A201
General Conditions of the Contract for Construction
AIA A310
Bid Bond
AIA A312
Performance Bond and Payment Bond
AIA G701
Change Order
AIA G703
Continuation Sheet for G702
AIA G704
Certificate of Substantial Completion
AIA G706
Contractor's Affidavit of Payment of Debts and Claims
AIA G706A Contractor's Affidavit of Release of Liens
AIA G707
Consent of Surety of Final Payment
B.
Copies of the printed AIA Documents, are on file and may be referred to at the office of the
Architectural Division of the Department of Planning and Engineering (Room 410, City Hall)
during normal working hours: 8:00 a.m. to 5:00 p.m., Monday through Friday.
C.
Copies of the printed AIA Documents, may be purchased from the office of the Birmingham
Chapter of the American Institute of Architects, 107 South 21 Street, Birmingham, Alabama
or from the American Institute of Architects, 1735 New York Avenue, NW, Washington,
D.C. 20006.
END OF SECTION
FORM OF ADVERTISEMENT OF COMPLETION
SECTION 00620-1*
LEGAL NOTICE
IN ACCORDANCE WITH SECTION 39-1 AS AMENDED BY H275 CODE OF ALABAMA,
1997, NOTICE IS HEREBY GIVEN THAT
CONTRACTOR(S) HAVE COMPLETED
FOR THE CITY OF BIRMINGHAM
AND HAVE MADE REQUEST FOR FINAL SETTLEMENT OF SAID CONTRACT
CONTRACTOR
BUSINESS ADDRESS
END OF SECTION
TAX EXEMPTION INSTRUCTIONS
SECTION 00630-1
PART ONE - GENERAL
1.00
GENERAL: PLEASE NOTE - BID 10% ON ALL MATERIALS.
A.
The City of Birmingham uses the following procedure to take advantage of its exemption
from sales and use taxes in construction contracts.
B.
At the time bids are submitted, the Contractor should include sales taxes in their bid for
all anticipated material purchases, as well as in stock material. It will be the responsibility
of the General Contractors to inform their subcontractors of this requirement prior to
receiving their bid.
C.
The following Sections (00631-00635) are included as part of the tax exemption package.
TAX EXEMPTION INSTRUCTIONS
AGENCY AGREEMENT BETWEEN CITY AND CONTRACTOR
SPECIAL PURCHASE ORDER
INVOICE TRANSMITTAL
PAY ESTIMATE
AIA FORM G702
Exhibit B (Guidelines for the Sales Tax Savings Program)
1.01
QUANTITATIVE ESTIMATES
A.
Successful Bidder must submit a complete breakdown of MATERIALS to be used in the
project, including those estimated by the subcontractor. The breakdown should estimate
material quantity and cost at the divisional level and follow the format as provided on the
General Contractor's pay request. This requirement must be met before any funds will be
released to the General Contractor.
1.02
MATERIAL RESPONSIBILITY
A.
The storage, installation and correct quantities of materials for the project remain the
responsibility of the Contractor under this agreement. The City only assumes the
responsibility of paying for materials as required and ordered by the Contractor.
1.03
PURCHASE ORDERS
A.
Contractor shall purchase materials and supplies as contractual agent for the City using
Special Purchase Orders provided by the City. This also includes purchases made by all
Subcontractors.
B.
Special Purchase Orders shall be used in numerical sequence as pre-numbered. Return
the unused and voided Special Purchase Orders after all materials are purchased.
TAX EXEMPTION INSTRUCTIONS
SECTION 00630-2
C.
Purchase orders shall be issued only for materials used on the project and not for tools or
rental equipment. Use of Special Purchase Orders for projects or jobs other than for this
project constitutes evidence of a breach of contract.
D.
City's original of all Special Purchase Orders issued during the job will be sent with
invoices or as issued.
E.
Distribution of Special Purchase Orders:
(1) Original of Special Purchase Order provided to the City of Birmingham’s
Construction Accountant.
(2) Copy of Special Purchase Order retained by the General Contractor.
(3) Copy of Special Purchase Order given to the Vendor.
(4) Copy of Special Purchase Order issued to the Subcontractor.
F.
After receiving the Notice to Proceed, it is the General's Contractor's responsibility to
send a representative of his or her company to the City's Finance Department to sign for
the release of Special Orders. Under no circumstances will Special Purchase Orders be
mailed to a General Contractor.
G.
If retainage is authorized to be released, it is the General Contractor's responsibility to
return all unused and voided Special Purchase Orders to the City of Birmingham Finance
Department. The City's Finance Department cannot release retainage funds until it
receives and verifies all voided and unused Special Purchase Orders from the General
Contractor.
H.
It is the General Contractor's responsibility to obtain a release of liens from each vendor
concerning Special Purchase Orders originally issued to vendors for materials never
purchased. In completing its release of liens, the vendor should specify the name of
project and the Special Purchase Order(s) assigned to it by the General Contractor or
Subcontractor.
1.04
INVOICES
A.
Invoices shall be billed to the City in care of the Contractor with no sales tax charged.
Example: Sold To:
City of Birmingham
Project Name
c/o Contractor's Name
Contractor's Address
Subcontractor’s name (if applicable)
Invoices with City of Birmingham written in will not be accepted for payment. All
original material invoices must be billed properly from suppliers. The City's purchase
order number should be listed on each invoice. All material invoices used on a project
must be submitted to the City within seven calendar days after the close of the cutoff date
of completed work.
TAX EXEMPTION INSTRUCTIONS
SECTION 00630-3
B.
All invoices submitted for payment shall be accompanied by and listed on an approved
Invoice Transmittal Form, along with the original Special Purchase Order. Submit all
documents to the City of Birmingham Finance Department, Room GA-100, Attention:
Construction Accountant, Birmingham, Alabama 35203.
C.
Invoice Transmittal Forms must be numbered consecutively.
D.
Checks will be mailed directly to Vendors.
E.
The City will deduct discounts submitted by the Contractor but any disallowed discount
will be charged back to the Contractor.
F.
In the event purchases are made by the General Contractor or any subcontractor without
using the Special Purchase Orders, the City will consider reimbursement for such
purchases only after receipt of an invoice evidencing such purchase and a receipt
evidencing payment of such purchase, accompanied by written explanation of why such
purchase was made without using the Special Purchase Orders supplied. In no event will
the City reimburse for taxes paid on such purchases. The City reserves the right to
disallow reimbursement for such purchases at its sole discretion.
1.05
MONTHLY ESTIMATES
Estimate shall be submitted to Project Architect, as outlined in the Supplemental General
Conditions 00800, who will forward same to the City Architect.
1.06
FINAL PAYMENT
Under no circumstances shall the General Contractor be paid retainage (which is the 5% of
the first 50% of the contract price) until all subcontractors and all materials have been paid
in full. (Architectural Requirement) Before a general contractor receives a final
payment, all provisions of the Code of Alabama Public Works Act must be complied with.
END OF SECTION
Revised: August 29, 2004
AGENCY AGREEMENT
AGREEMENT BETWEEN________________________________(hereinafter called the
"Contractor") and the City of Birmingham, Alabama, a municipal corporation (hereinafter called
"City").
RECITALS
1.
Contractor and City entered a contract dated________________ for the performance work
described therein, a copy of said contract is attached hereto as Exhibit A (hereinafter called
the "Contract").
2.
Contractor and City also desire to enter into an agreement whereby certain purchases under
the Contract can be made through City as a means of taking advantage of the City's status of
being exempt from sales and use taxes.
AGREEMENT
1.
City hereby appoints Contractor as its AGENT for the City to purchase for and in the name of
City, all equipment, materials, supplies and other items which the contractor requires for
performance of the Contract. The purchase of any materials, supplies, or other items which
are not required for the performance of the Contract are expressly made outside the authority
granted hereunder. Purchases made under this agreement shall not be commingled with
other jobs or projects, either those of the City or otherwise.
2.
City will be responsible for the payment of all authorized purchases made hereunder.
General contractor and subcontractors agree to follow the “Guidelines for the Sales Tax
Savings Program” cited in Exhibit B to this agreement and all provisions of the Tax
Exemption Instructions section of the Instructions to Bidders heretofore provided. The City
reserves the right to amend, alter, supplement or waive any provision of these Guidelines
and/or Instructions as it may deem necessary to protect the interests of the City. The City
will notify the Contractor in advance, in writing, of any such changes or amendments.
3.
Contractor will execute orders, or purchase orders on forms prescribed by the City, with each
such order or purchase order showing that it is executed by and through the Contractor as an
Agent for the City. Vendors will render statements for materials purchased to Contractor as
agent for City. After reviewing and approving the invoices, Contractor will immediately
forward these invoices to the City for payment. If the Contractor disputes any invoice charge
or amount, the invoice will be submitted to the City with a statement by the Contractor that
the invoice is disputed with an explanation in writing of why the invoice is disputed. The City
may withhold payment of all or any part of any disputed invoice pending resolution of the
dispute. Use of Special Purchase Orders issued for this project for the purchase of materials
to be used on projects other than this project is unauthorized and will constitute evidence of
a breach of contract for which the City reserves the right to terminate this agreement and the
underlying contract for construction.
4.
The amount due Contractor under the Contract shall be reduced by the sum of all amounts
paid by the City for materials, supplies or other authorized items purchased hereunder, plus
any savings of sales and use tax on the purchase of such items. In the event that the
Contractor pays for materials that should have been purchased and/or paid for by the City
under this Agreement, then said amount due as Contract sum shall also be reduced by the
amount of sales tax that was due and/or paid.
Contractor shall maintain separate accounting records of all material purchases for the
5.
Project under the authority granted to it as agent. Such records shall be open to City during
normal business hours of Contractor for a period of two (2) years after completion of the
project.
6. The authority granted to Contractor hereunder may be revoked by City at any time upon
written notice delivered to Contractor at his offices located at _________________________
during normal business hours.
7. Unless specifically authorized by the City of Birmingham, neither the general contractor nor
any subcontractor has authority or permission from the City to impair, delegate, assign or
transfer the principal/agent purchasing responsibility granted in this “ Agency Agreement.”
8. Contractor shall preserve and protect all City-owned materials ordered hereunder and shall
inspect all such materials before accepting delivery to assure that said materials, supplies
and equipment are specified quality and quantity.
__________________________________________
Contractor
BY _______________________________________
ATTEST:__________________________________
THE CITY OF BIRMINGHAM,
A MUNICIPAL CORPORATION
BY _______________________________________
Larry P. Langford, Mayor
ATTEST:
________________________________________
Paula Smith, City Clerk
APPROVED AS TO FORM BY LAW DEPARTMENT:
________________________________________
(Signature)
Revised August 29, 2004
_________________
Date
SPECIAL PURCHASE ORDER
Section 00632-1*
FOR CONSTRUCTION MATERIAL
VENDOR:
PLEASE BILL ALL INVOICES IN THIS MANNER:
CITY OF BIRMINGHAM
GENERAL CONTRACTOR
PURCHASE ORDER NO.
Jrl'l^oTcE™'™"*"™
Non-Departmental
Purchase orders must be filled out completely
NOTICE TO VENDORS1
PURCHASE ORDERS CANNOT BE USED FOR TOOLS
AND RENTAL EQUIPMENT. VENDOR ACCEPTANCE
FOR SUCH ITEMS DOES NOT OBLIGATE PAYMENT
FROM CITY OF BIRMINGHAM. PURCHASE OF ANY
MATERIALS, SUPPLIES OR OTHER ITEMS WHICH ARE
NOT REOUIRED FOR THE PERFORMANCE OF THE
SPECIFIC PROJECT CITED IS EXPRESSLY FORBIDDEN.
MAIL INVOICES TO:
INVOICE TRANSHITTAL NO.
DATE
Section 00633-1*
PURCHASE ORDER NO.
CONTRACT NO.
SUB-CONTRACTOR
INVOICE
NO.
VENDOR
INVOICE
AMOUNT
CASH
- DISCOUNT
PAY
VENDOR
TRANSHITTAL TOTALS
PAID BY CITY
TAX
TOTAL THIS TRANSHITTAL
TOTAL BROUGHT FORWARD
TOTAL TO DATE
BY:
APPROVAL -
DATE:
FIN 452 (9-84)
CITY OF BIRMINGHAM
CONSTRUCTION COMPANY
BY:
• DEDUCT
SECTION 00634-1*
ESTIMATE NUMBER ______________
PROJECT NAME: ______________________
TOTAL CONTRACT TO DATE $_________________
COMPLETE $ ____________
Stored Materials (See attached list)
$ ____________
TOTAL completed and Stored Materials
$ ____________
Less:
Retainage _____ % of Total completed and Stored Materials
$ (___________)
Less:
Invoices Paid by City of Birmingham under Sales
Tax Agreement through Invoice Transmittal # ____________
Material ____________________________________________
+ Sales Tax $ ______________________
$(___________)
TOTAL
Less:
$ ____________
Previous Payments on Periodical
Estimates for Partial Payments
$(___________)
BALANCE DUE CONTRACTOR this Estimate
$ ___________
As stored materials are incorporated in the finished work, their value shall be deducted from previous Stored
Materials. In case any of the above branches or divisions of the work are not applicable, the Contractor shall delete
these branches and shall add the necessary branches in the spaces provided.
I certify that the above account is correct, just and that payment therefore has not yet been received.
Sworn and subscribed before me
this _________________ day of ___________________
_________________________________
Contractor
______________________________________________
Notary Public
My Commission Expires _________________________
BY: ________________________________
VERIFICATIONS AND APPROVALS
Approved by ______________________________________________
Project Manager
Date _________________________
Approved by ______________________________________________
Architect
Date _________________________
Approved by ______________________________________________
City Architect
Date _________________________
Approved by ______________________________________________
Finance Department
Date________________________
SECTION 00635-1*
CONTINUATION SHEET
A
B
NO.
DESCRIPTION OF WORK
AIA DOCUMENT G703 (Instructions on
C
D
E
WORK COMPLETED
CAUTION: You should u
SCHEDULED
FROM PREVIOUS
APPLICATION
(D + E)
™™D
f
MATERIALS
PRESENTLY
STORED
(NOT IN
D OK E)
G
COMPLETED
AND STORED
TO DATE
(D + E + F)
(G •*•' C)
H
1
BALANCE
TO
FINISH
(C - G)
RETAIN AGE
(IF V A R I A B L E )
ESTIMATED PAYMENT SCHEDULE
Section - 00636-1*
CITY OF BIRMINGHAM
ROOM 205 CITY HALL
ATTENTION: PAUL WOOLDRIDGE
BIRMINGHAM, AL 35203
(205) 254-2448
CURRENT DATE:
CONTRACT TOTAL: $ .
VENDOR NAME: _
BRIEF PROJECT DESCRIPTION:
ESTIMATED PAYMENT SCHEDULE
DATE
1
AMOUNT
DATE
2
•
>
10
AMOUNT
DATE
AMOUNT
3
5
6
8
9
11
12
13
14
15
16
17
18
19
20
2!
22
23
24
P L E A S E ESTIMATE THE AMOUNT T H A T WILL BE BILLED TO THE CITY EACH MONTH FOR LABOR AND 'OR
MATERIALS O V E R THE LIFE OF THE CONTRACT. THIS FORM MUST BE SUBMITTED TO THE ABOVE ADDRESS
BEFORE THE FIRST PAYMENT IS MADE ON THIS CONTRACT. IF YOU HAVE ANY QUESTIONS CALL PAUL
WOOLDRIDGE ((205) 254-2448)
PREPARED B Y : _
SECTION - 00638
Partial Release of Lien
Date:
Name of Firm:
Total Contract Amount:
$
Percent of Contract Complete:
%
Value of Contract Complete:
$
Previous Amount Paid:
*$
Amount Due this Application:
$
The undersigned Lien, in consideration of value received, hereby releases its lien and right to
claim a Lien to the extent of $
, or for labor, services, or materials
furnished through
, except
to the following property:
Dated on
, 20
.
Lien
SECTION - 00639
Waiver of Lien
Know All By These Presents: that
For and in consideration of
0.00
Dollars and other good and valuable
considerations, lawful money of the United States of America, to me in hand paid, the receipt
whereof is hereby acknowledged, does hereby waive, release, remise and relinquish any and all
right to claim any lien or liens for work done or material furnished or any kind or class of lien
whatsoever on the following described property:
Dated this
day of
20
.
By
Signed, sealed and delivered in the presence of:
NOTARY
at
GENERAL CONDITIONS
SECTION 00700-1*
1.00
GENERAL CONDITIONS
A.
The A General Conditions of the Contract for Construction,@ AIA Document A201 American
Institute of Architects, 1997 Edition, Article 1 through 14 inclusive, hereinafter referred to as
the General Conditions, are hereby, except as the same may be inconsistent herewith, made a
part of this Specification.
B.
Where any article of the General Conditions is modified, added or deleted herein, the
unaltered provisions of that Article shall remain in effect except for the supplemental
provisions of those Article(s) specifically amended, voided, or superseded.
C.
The General Conditions govern all sections of the specifications and are as binding as if
repeated therein.
D.
Copies of the printed form AIA Document No. A201, are on file and may be referred to at the
office of the Architectural Division of the Department of Planning, Engineering and Permits.
(Room 410, City Hall) during normal working hours: 8:00 a.m. to 5:00 p.m., Monday
through Friday.
E.
Copies of the printed form AIA Document No. A201 may be purchased from the office of
the Birmingham Chapter of the American Institute of Architects, 107 South 21st Street,
Birmingham, Alabama or from the American Institute of Architects, 1735 New York Avenue,
Washington, D.C. 20006.
END OF SECTION 00700
SUPPLEMENTAL GENERAL CONDITIONS
SECTION 00800-1
The following supplements modify, change, delete from or add to the "General Conditions of the
Contract for Construction," American Institute of Architects Document A201, 1997 Edition. Where
any Article, paragraph, subparagraph or clause of the General Conditions is modified or deleted by
these Supplemental Conditions, the provisions of the Article, paragraph, subparagraph or clause not
specifically altered by these Supplemental Conditions shall remain in full effect.
The General Conditions also may be supplemented elsewhere in the Contract Documents by
provisions located in, but not necessarily limited to, Division 1 of these Specifications.
The following paragraphs have been modified or added:
1.1.8
1.1.9
1.2.1.1
1.2.4
2.2.5
2.2.5.1
3.4.4
3.5.2
3.6.1
3.10.4
3.10.5
3.10.6
3.10.7
3.10.8
3.10.9
3.10.10
3.10.11
3.10.12
3.10.13
3.10.14
4.6
7.3.3.1
7.3.3.3
9.2.1
9.2.1.1
9.3.1
9.3.1.1
9.3.4
9.3.4.1
9.10.6
9.10.7
9.10.8
9.11.1
11.4.1.2
11.4.1.3
11.5.1.1
13.8
13.8.1
9.11.2
13.9
11.1.1
13.9.1
11.1.2
13.10
11.1.2.1
13.10.1
11.1.2.2
13.11
11.1.3.1
13.11.1
11.1.3.2
13.12
11.2.1
13.12.1
11.4.
13.13
11.4.1
13.13.1
ARTICLE 1
GENERAL PROVISIONS
is supplemented as follows:
1.1.8 Where the terms DIRECTED, SELECTED, or APPROVED are used, they shall mean as
directed, selected or approved by the CITY ARCHITECT if deemed necessary.
1.1.9 Equal in quality and money value and similar in design or properties, shall mean in the CITY
ARCHITECT’S opinion.
1.2.1.1 Should the drawings disagree in themselves, or with the Specifications, the quality or greater
quantity of work or material shall be estimated upon, and, unless otherwise authorized by the City
Architect in writing, shall be performed or furnished. Figures given on drawings governing scale
measurements and large scale details governing small scale drawings. Descriptive writings shall take
precedence over code symbols.
SUPPLEMENTAL GENERAL CONDITIONS
SECTION 00800-2
1.2.4 Any reference to a publication by its basic designation only shall be a reference to the issue,
edition, and amendment (if any) of that publication current on the date of these Documents to the
extent indicated by the reference thereto.
ARTICLE 2
OWNER
is supplemented as follows:
2.2.5 Delete in its entirety and replace with the following: The City will furnish to the Contractor
up to five (5) sets of Plans and Specifications. Contractor shall be responsible for reproduction costs
for any additional sets that may be required. Contractor will keep one (1) copy of the Drawings and
Specifications on the job for use of any interested parties.
2.2.5.1 The Architect will furnish all supplementary drawings and large scale details as necessary for
clarification of the Work. Two (2) copies of such drawings will be furnished.
ARTICLE 3
CONTRACTOR
is supplemented as follows
The Contractor acknowledges and agrees that the City has the right to deduct from the total amount
of consideration to be paid, if any, to the Contractor under this agreement all unpaid, delinquent, or
overdue license fees, taxes, fines, penalties and other amounts due the City from the Contractor.
3.4.4 Not later than fifteen (15) days from the Contract date, the Contractor shall provide a list
showing the name of the manufacturer proposed to be used for each of the products proposed for use
on this project.
3.5.2 The Contractor (and each subcontractor) shall furnish their respective written guarantee or
warranties to and in favor of the Owner guaranteeing their Work to be free from faults and defects for
a period of one (1) year, or for a longer period as may be prescribed by law or any applicable special
guarantees required by the Contract Document, said period or periods of Warranty starting on date
set forth in subparagraph 12.2.2 and as may be further modified.
3.6.1 Contractor shall not be required to pay taxes on equipment, materials and supplies purchased
for and incorporated into the Work as Contractual agent of the City and, the cost of the purchases are
paid directly to the vendor by the City, using Special Purchase Orders provided by the City. However,
the amount of taxes that would otherwise be due shall be included in the space provided on the
Contractor's Pay Estimate, Section 00634 of this project manual. This amount is to be subtracted,
along with the Cost of Materials, paid directly to vendors by the City, each month from the sum
requested.
3.10.4 The following definitions apply to the following Construction Schedule Sections:
1.
2.
3.
As - Planned - The original plan for accomplishing a task or project.
Contractor - The General Contractor who executes this contract.
Critical Path - The schedule logic path with the least total float.
SUPPLEMENTAL GENERAL CONDITIONS
3
SECTION 00800-
3.10.4 (continued)
4.
Critical Path Method (CPM) - Technique used to develop a project schedule by establishing
relationships between a group of activities to identify the sequencing of work necessary to
complete the project within the contractual time frame.
Delay - An event or situation that prevents the contractor form completing a task or event.
Logic Path - A group of construction activities in a CPM schedule which impact one another
through the establishment of predecessor/successor relationships and possess the same total
float.
Milestone Activities - An activity representing the start or finish or a significant date or
activity, which may or may not impact the overall project completion.
Negative Float - Total float (in days) less than zero indicating that the current projected
completion date is later than the contractual completion date.
NOAA - National Oceanic and Atmospheric Administration.
Notice To Proceed - Document that provides written notification by THE CITY to the
General Contractor authorizing him to proceed with the execution of construction on a
specific date. This document also notes the contract duration and completion date.
Predecessor Activity - That activity that comes before another activity in the schedule.
Recovery Schedule - Schedule submitted by the General Contractor outlining his plan to
make up delays to complete the project within the contractual time frame.
Successor Activity - That activity that comes after another activity in the schedule.
THE CITY - The City of Birmingham, a municipal corporation, located in the State of
Alabama, or its authorized representative.
Total Float - The amount of time an activity can be delayed before it affects the project finish
date or an intermediate deadline. Total float can be zero or negative in which case the activity
is critical; or it can be positive in which case the activity is not critical.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
3.10.5 The contractor shall meet with the City’s Project Team (e.g., City Architect, Project
Manager and Scheduling Consultant) to develop an as-planned schedule which graphically
details the Contractor’s plan to construct the project within the contractual time frame. The
Contractor’s representatives attending this meeting should include the Project Manager,
Project Superintendent and major subcontractor(s). The schedule shall be developed in a
Critical Path Method (CPM) format and contain the following:
1.
2.
3.
4.
5.
6.
7.
Complete sequencing of construction by activity;
Specific activities for each work task within the identified project areas;
Durations (in days) for each activity based upon the time it takes for assigned work crews
to complete the task;
Specific activities noting shop drawing submittal and review periods;
Specific activities noting long lead material procurement and deliveries;
Milestone activities such as the project start, dry in, substantial completion, and final
completion;
A Critical Path identifying the logic path on the schedule with the least total float.
3.10.6 The construction schedule shall identify an initial “Notice to Proceed” milestone activity.
All activities following the N.T.P. milestone shall have successor activities. The last activity in the
schedule will be the substantial completion milestone, which will succeed the final work activity in the
schedule.
SUPPLEMENTAL GENERAL CONDITIONS
4
SECTION 00800-
3.10.7 Task durations shall be noted in days not to exceed (14) days in length unless otherwise
directed by THE CITY.
3.10.8 THE CITY will computerize the as-planned schedule and distribute a printed copy to the
Contractor for review and concurrence within ten (10) calendar days after the initial schedule
development meeting. Any revisions to the schedule will be noted by the Contractor in writing and
returned to THE CITY within seven (7) calendar days. THE CITY will make revisions to the
schedule in accordance with this section and re-issue for review within seven (7) calendar days. The
final as-planned construction schedule must be signed by THE CITY and the Contractor. The final
approved as-planned schedule will become a target schedule. The target schedule will be distributed
for implementation.
3.10.9 The target schedule will be used to measure the progress of the project.
3.10.10 THE CITY will incorporate the approved project schedule into its Capital Project Scheduling
Database for management and updating.
3.10.11 The construction schedule will be updated on a bi-weekly basis or as directed by THE CITY.
The contractor and any subcontractor whose work will begin, or is continuing before the next
meeting will meet with THE CITY to review and discuss project activity and update the project
schedule. Required update information that will be provided by the Contractor includes:
1. The actual start dates of tasks projected to begin or any other activities starting within the
status period (based on the daily records);
2. The actual finish dates of tasks projected to end or any other activities finishing within the
status period (based on the daily records);
3. Remaining durations of activities in progress during the update period based on the number or
crew days remaining to complete the work;
4. Major modifications in the Contractor’s work plan (schedule logic);
5. Items impacting the start, progress and/or completion of activities within the current or future
update period;
6. All items which may jeopardize the completion of the project within the contractual time
frame.
3.10.12 THE CITY will update the construction schedule based on the acquired information and
distribute the schedule to the meeting participants within five (5) calendar days.
3.10.13 If the projected substantial completion date has negative float, the project is behind schedule.
If the project is behind schedule , and upon written notification by THE CITY, the Contractor shall
submit a recovery schedule to THE CITY identifying adjustments in the Contractor’s work plan and
workforce to complete the project within the contractual time frame. The recovery schedule shall be
submitted in accordance with the standards established in this section. The Contractor shall submit
this recovery schedule within five (5) calendar days after the dated notification. If the Contractor fails
to submit this recovery within the specified time frame, the Contractor shall be in non-compliance
with these contract provisions and all payments will be withheld until the recovery schedule is
submitted and approved by THE CITY. Failure on the part of the Contractor to submit the recovery
schedule within ten (10) calendar days after notification will constitute a contractual default. THE
CITY reserves the right to notify the Contractor’s Bonding Agent of this contractual default.
SUPPLEMENTAL GENERAL CONDITIONS
SECTION 00800-5
3.10.14 Upon final approval, the recovery schedule will be incorporated into or supersede the original
target schedule.
ARTICLE 4
ADMINISTRATION OF THE CONTRACT
is supplemented as follows:
4.6 ARBITRATION: Delete in its entirety, and by so doing, all other references to Arbitration in the
General Conditions. The Owner will not participate in Arbitration. Deleted references to Arbitration
shall include, but not be limited to subparagraphs 4.3.3, 4.3.6, 4.4.1, 4.4.5, 4.4.6, 4.4.8, 8.3.1., 9.7.1,
11.4.9, and 11.4.10.
ARTICLE 7
CHANGES IN THE WORK
is supplemented as follows:
All changes to the Scope of Work, whether additive or deductive, amounting to more than 10% of
the bid amount must be re-bid.
7.3.3.1 and 7.3.3.3: Add the following additional restrictions:
The allowance for overhead and profit combined, include the total cost to the Owner, shall be
based upon the following schedule:
For the Contractor, for any work performed by his own forces 15% of the cost.
For each Subcontractor involved, Work performed by his own forces, 15% of the cost.
For the Contractor, for Work performed by his Subcontractor, 10% of the amount due the
Subcontractor.
Cost shall be limited to the following: Cost of materials, including sales tax and cost of
delivery, cost of labor, including Social Security, Old Age and Unemployment Insurance
(Labor cost may include a pro-rata share of foreman's time, only in the case that an extension
of the Contract Time is granted on account of the change); Workmen's Compensation
Insurance, rental value of power tools and equipment.
Overhead shall include the following: Bond premiums, supervision, superintendence, wage of
timekeepers, watchmen and clerks, small tools, incidents, general office expense and all other
expenses not included in the "Cost."
SUPPLEMENTAL GENERAL CONDITIONS
SECTION 00800-6
If the net value of change results in a credit from the Contractor or Subcontractor the credit
given shall be the net cost without overhead or profit. The cost as used herein shall include all
items of labor, materials, and equipment.
ARTICLE 9
PAYMENT AND COMPLETION
9.2.1 Modify as follows: Schedule of Values shall be submitted on AIA Document G703
Application and Certificate for Payment Continuation Sheet.
9.2.2.1 In addition to the Schedule of Values, the contractor shall also submit a Schedule of Labor
and a Schedule of Materials in a form acceptable to the City Architect.
9.3.1 Modify as follows: Application for Payment shall be submitted on City of Birmingham Pay
Estimate Form Section 00634 of this Project Manual and AIA Document G703 Continuation Sheet.
9.3.1.1 Modify a follows: Until Substantial Completion, the Owner will pay the amount due the
Contractor on account of progress payments less retainage of 5% of the first 50% of the contract
amount.
9.3.4 Project Architect will review monthly Pay Request and forward to City within seven (7)
calendar days. Pay Requests not approved by the Project Architect will be returned to the
Contractor for clarifications/revisions and resubmitted. Upon receipt of monthly Pay Request
from the Project Architect , the City shall have thirty (30) calendar days to review and verify
invoices. Incorrect billing will be returned to the Contractor through the Project Architect for
corrections and/or additional information as requested by the City.
When requested revisions are made to the Pay Request, the Contractor shall re-submit it to the
Project Architect for re-submittal to the City.
9.3.4.1 All Applications for Payment, after the first Pay Request, shall be accompanied by a Partial
Lien Waiver Form, provided by the City, signed and attested by all sub-contractors that received
payments on the previous Application for Payment.
9.10.6 At the completion and acceptance of the Work, the Contractor shall, in addition to
countersigned and warranted subcontract guarantees, guarantee all materials and workmanship for a
period of one (1) year from the date of final certificate. In addition, the Contractor shall guarantee the
water-tightness of the building for a period of one (1) year from the final certificate. All guarantees
shall be written to the owner.
9.10.7 Certificate for final payment shall not relieve the Contractor of any responsibility for faulty
materials or workmanship that may develop during the guarantee period. Under no circumstance shall
the General Contractor be paid the 5% of the first 50% of the contract amount as Retainage until all
subcontractors and all materials have been paid in full.
SUPPLEMENTAL GENERAL CONDITIONS
SECTION 00800-7
9.10.8 Immediately after completion of the Contract, the Contractor shall give notice of said
completion by an advertisement in some newspaper of general circulation, published within Jefferson
County, Alabama, once a week for a period of four (4) successive weeks. Proof of published of said
notice shall be submitted by the Contractor to the City of Birmingham, in care of the Architect, by
affidavit of the publisher and printed copy of the notice published . In no instance shall a final
settlement be made upon the contract until the expiration of thirty (30) days from the completion of
the notice.
Contractors performing contracts of less than fifty thousand dollars ($50,000), shall immediately
after completion of the contract, give notice of the completion by an advertisement in a newspaper of
general circulation published within the City or County in which the work was done for one (1) week.
The Contractor shall furnish the Architect by affidavit of the publisher a printed copy of the notice
published for posting on their bulletin board for one week. The Contractor will be paid after the
notice has been posted for one entire week.
9.11.1 LIQUIDATED DAMAGES: Should the Contractor or, in case of default, the surety fail
to complete the work within the contractual time frame and no extension of contract time is granted
by THE CITY., a deduction for each calendar day that any work shall remain incomplete, an amount
indicated by the Liquidated Damages Schedule provided in this section, shall be deducted from any
monies due to the Contractor. Liquidated damages assessed provided in the specifications is not a
penalty but is intended to compensate THE CITY for increased time in administrating the contract,
supervision, inspection and engineering which required CITY forces for a longer time on any
construction operation or phase than originally contemplated when the contract period was agreed
upon in the contract. Permitting the Contractor to continue and finish the work or any part of it after
the contractual completion date will in no way waive THE CITY’S rights under the contract.
In the event the Contractor shall, for any reason, fall behind schedule, he shall promptly put double
shifts of labor on the work and take such other steps as may be required to expedite the work to
ensure that it shall be fully completed within the stated time at no extra cost to the Owner.
Liquidated Damages shall be withheld from payments until the Contractor is no longer behind
schedule.
9.11.2
SCHEDULE OF LIQUIDATED DAMAGES
ORIGINAL CONTRACT AMOUNT
MORE THAN
0
$50,000
$100,000
$500,000
$1,000,000
$2,000,000
$5,000,000
$10,000,000
LIQUIDATED DAMAGES
UP TO AND INCLUDING
$50,000
$100,000
$500,000
$1,000,000
$2,000,000
$5,000,000
$10,000,000
DAILY CHARGE PER
CALENDAR DAY
$100.00
$200.00
$500.00
$800.00
$1,100.00
$1,500.00
$1,700.00
$2,000.00
Failure to comply with any requirements of this section may constitute a default of the contract.
SUPPLEMENTAL GENERAL CONDITIONS
8
SECTION 00800-
ARTICLE 11
INSURANCE AND BONDS
11.1.1 In the first line following the word "maintain" insert the words "in a company or companies
acceptable to the Owner and licensed to do business in the State where the Project is located".
11.1.2 Delete in its entirety and insert the following: The Contractor shall maintain such insurance
as will protect himself and the Owner, its employees and the Owner's Architects and Engineers from
direct, assumed and contingent liability, from claims under Workmen's Compensation Acts, and from
any other claims for damages for personal injury including death or damage to property, which
may arise from operations under this Contract, whether such operations be done by himself or by any
person directly or indirectly employed by either of them; whether in consequence of any negligence or
delay in performing or safeguarding the Work, use of defective or unacceptable materials, or any act
or omission by him or his agents whereby any persons or property suffers in jury through his or his
agent's fault. The Contractor and subcontractor or anyone directly or indirectly employed by either of
them shall also maintain Comprehensive Automobile Liability Insurance against liability arising out of
the ownership, maintenance, or use of all owner, non-owner and hired automobile equipment. In the
event of such injuries or damages, the Contractor and Surety will save the Owner and its
representatives harmless from all suits, actions, or claims thereby arising.
11.1.2.1 The contractor shall, before starting work, furnish to the Owner Certificates for Insurance as
herein specified showing insurance in company acceptable to Owner. The policies of insurance shall
be countersigned by a duly authorized and accredited agent of the carrier and shall contain the
following clause:
"The Owner shall have the right to take coverage upon the failure of the Contractor to provide the
coverage and cost of such insurance shall be deducted from amounts owning to the Contractor".
11.1.2.2 The insurance shall extend to and include all the Contractor’s operations, regardless of
whether they may be in connection with work that is temporary, included in any of the bid items or
classified as Extra Work. The cost of any and such insurance shall be paid for by the Contractor.
Insurance coverage shall not be less than the following:
COVERAGE
1.
2.
Workmen's Compensation and
Employer’s Liability
Comprehensive General Liability
Bodily Injury. This policy shall
provide coverage on an Occurrence Basis,
for injury to persons caused by long exposure
as well as by a instantaneous happening.
The policy shall be extended to include
AMOUNT
$ Statutory
$1,000,000.00
slander, libel and false arrest.
SUPPLEMENTAL GENERAL CONDITIONS
9
3.
Comprehensive General Liability
Property Damage.
SECTION 00800-
$600,000.00
The policy shall be endorsed to provide
coverage on an Occurrence Basis.
The policy shall be extended to include
explosion, collapse, and damage to
underground utilities.
4.
Comprehensive Automobile Liability
$300,000.00
(per person)
Bodily Injury including Death
$1,000,000.00
(per person)
5.
Comprehensive Automobile Liability
$300,000.00
Property
Damage
6.
Owner's and Contractor's Protective
Policy, Specifically naming the Owner
and Architect/ Engineer as the Insured:
Bodily Injury
$1,000,000.00
Property Damage
$600,000.00
7.
Indemnity: The Contractor shall assume all liability for and shall indemnity and save harmless
Owners, Architect and their employees from all damages and liability for injury to any person
or persons, and injury to or destruction of property, including the loss of use thereof, by
reason of an accident or occurrence arising from operations under the Contract, whether such
operations be by himself or by any subcontractor or by anyone directly or indirectly employed
by either of them, occurring on or about the premises or the ways and means immediately
adjacent, during the term of the Contract or any extension thereof, and shall also assume the
liability for injury and/or damages to adjacent or neighboring property by reasons of work
done under the Contract. The obligations of the Contractor under this Paragraph shall not
extend to the liability of Architect, his agent, or employees arising out of:
1)
2)
The preparation or approval of maps, drawings, opinion, reports, surveys, change
orders, designs or specifications, or
The giving or the failure to give directions or instruction by the Architect, his agents
or employees provided such giving of or failure to give is the primary cause of the
injury or damage.
11.1.3.1 The Contractor shall not cause any insurance to be canceled or permit any insurance to lapse.
All insurance policies shall include a clause to the effect that the policy shall not be canceled or
reduced, restricted, or limited until thirty (30) days after the Owner has received written notice as
evidenced by return receipt of registered or certified letter. Certificates of Insurances shall contain
transcripts from the proper office of the insurer, evidencing in particular those insured, the extent of
the insurance, location and the operation to which the insurance applies, the expiration date and the
above mentioned notice of cancellation clause.
11.1.3.2 Certificates called for in this Subsection shall be furnished in duplicate and specifically set
forth evidence of all coverage required by 11.1.1 and 11.1.2 to the Architect and copies of any
endorsement that are subsequently issued amending coverage or limits.
SUPPLEMENTAL GENERAL CONDITIONS
SECTION 00800-10
11.2.1 Delete in its entirety and replace with the following: OWNER’S LIABILITY INSURANCE:
The Contractor shall purchase and maintain insurance covering the Owner, the Owner’s Consultant
contingent liability for claims which may arise from operations under the Contract. The policy shall
be for the same limits of liability and shall contain the same specific endorsement which the
Contractor places on the insurance required by Article 11, Subparagraph 1.1.1. This insurance shall
conform to the requirements and the restrictions imposed by Article 11. The original policy and one
(1) certified copy of the policy shall be filed with the Owner and the Architect.
11.4 Add the following Paragraph 11.3. before Paragraph 11.3.1 PROPERTY INSURANCE: The
Contractor shall furnish and maintain Property Insurance described as follows: The policy shall be in
the name of the Owner. It shall be for the same limits of liability and shall contain the same specific
endorsements which the Contractor places on the insurance required by Article 11, Subparagraph
11.1.1. This insurance shall conform to the requirements and the restrictions imposed by Article 11.
The original and once certified copy of the policy shall be filed with the Owner and the Architect.
11.4.1 Reference in line 1 to “Owner” shall be changed to “Contractor.” Add the following clause:
The amount of the insurance at all times to be at least equal to the amount paid on account of work
and materials incorporated in the work and plus the value of the work and materials furnished or
delivered but not yet paid for by the Owner. The policies shall be in the names of the Owner and the
Contractor and “All Sub-contractors” as their interest appears, and certificates of the insurance
company as to the amount and type of coverage, terms of the policies, etc., shall be delivered to the
Owner through the Architect before partial payments are made.
When changes in Scope of the work written Change Order or Change Orders aggregate an amount
equal to 15% of the total contract, including the Change Order or Change Orders, the insurance
coverage included under this heading shall be increased accordingly. Proof of coverage shall be
established by endorsement to the original policy or by reissue of the original policy to include the
added coverage, or in accordance with any other acceptable policy of the insuring company for
increasing the coverage.
11.4.1.2
Delete in its entirety.
11.4.1.3 Delete in its entirety with the following: If the property insurance requires minimum
deductibles, the Contractor shall pay the costs not covered because of such deductibles.
11.5.1.1 The Contractor shall provide Performance Bond in the amount of one hundred percent
(100%) of the Contract Price and Labor and Materials Payment Bond in the amount of one hundred
percent (100%) of the Contract price.
ARTICLE 13
MISCELLANEOUS PROVISIONS
is supplemented as follows:
13.8
Application for Copyright Prohibited.
SUPPLEMENTAL GENERAL CONDITIONS
SECTION 00800-11*
13.8.1 No reports or documents reproduced in whole or in part under this contract shall be the
subject of an application for copyright by or on behalf of the Contractor.
13.9
Discrimination in Employment.
13.9.1 The Contractor shall not discriminate against any employee employed in the performance of
this contract or against any applicant for employment in the performance of this contract because of
race, creed, color, or national origin.
13.10
Political Activity Prohibited.
13.10.1 None of the funds, materials, property, or service contributed by the Owner or the Contractor
under this contract shall be used in the performance of this contract for any partisan political activity,
or to further the election or defeat of any candidate for public office.
13.11
Religious Activity Prohibited.
13.11.1 There shall be no religious worship, instruction or proselytization as part of or in connection
with the performance of this Agreement.
13.12
Clean Air Act
13.12.1 The Contractor shall comply with all applicable standards, orders or regulations issued
pursuant to the Clean Air Act of 1970.
13.13
Use of Foreign Materials
13.13.1 In accordance with Act Number 97-225, Bill Number H-275 enacted by the 1997 Legislature
of Alabama, the Contractor shall use in the execution of the contract materials, supplies, and products
manufactured, mined, processed, or otherwise produced in the United States or its territories, if same
are available at reasonable and competitive prices.
In the event the Contractor breaches the agreement to use domestic products, and domestic products
are not used, there shall be a downward adjustment in the contract price equal to any realized savings
or benefits to the Contractor.
The Contractor shall use steel produced within the United States when specifications in the
construction contract require the use of steel. If the Owner decides that the procurement of the above
mentioned domestic steel products becomes impractical as a result of a national emergency, national
strike, or other cause, the Owner shall waive the above restriction.
In the event the Contractor violates the domestic steel requirements, and domestic steel is not used,
there shall be a downward adjustment in the contract price equal to any savings or benefits to the
Contractor.
END OF SECTION
SECTION 01005
PROJECT SAFETY
PART GENERAL
1.1
1.2
1.3
1.4
SECTION INCLUDES
A.
Enforcement of OSHA regulation.
B.
Reporting of accidents.
C.
Responsibility for safety.
ENFORCEMENT OF OSHA REGULATIONS
A.
All Subcontractors and General Contractors shall adhere to OSHA regulations as
they apply to safety of working conditions, conditions of personnel, and
environmental contaminations.
B.
The General Contractor shall maintain on the project site a copy of OSHA
regulations. Sections pertaining to safety as applied to the construction industry
should be ‘highlighted’.
REPORTING OF ACCIDENTS
A.
Subcontractor shall report any accident or injury in writing to the Contractor,
Owner, and Architect.
B.
Report to identify persons involved, (name, addresses, phone number, title, etc.)
work being performed, extent of injury, witnesses, time and
circumstances of accident.
C.
Injuries requiring hospitalization, medical evaluation report shall be submitted to
Contractor, Owner, and Architect.
D.
Provide copies of claims for Workman’s Compensation insurance to Contractor,
Owner, and Architect.
RESPONSIBILITY FOR SAFETY - SUBCONTRACTOR
A.
The Subcontractor or Tradesmen are solely responsible for the safety of working
conditions and performance condition of personnel whom he has employed
while present on the project site.
B.
No Subcontractor shall commence work after another trade or proceed with
work if unsafe conditions exist upon his arrival.
PROJECT SAFETY
01005 - 1
C.
1.5
1.6
Drug testing of Subcontractor’s personnel may be requested if persons who are
suspect of being under the influence of drugs or alcohol. Cost of such testing to
be at tested party
RESPONSIBILITY FOR SAFETY - GENERAL CONTRACTOR
A.
The General Contractor is responsible for the safety of his personnel and the
working conditions of the tradesmen he employs.
B.
The General Contractor is responsible for the total site working conditions and
to monitor Subcontractors and other trades in their maintenance of safe working
conditions.
C.
Drug testing of General Contractor’s personnel if requested to be at
RESPONSIBILITY FOR SAFETY - ARCHITECT
A.
The Architectural firm is responsible for the safety of his personnel when
present on the job site.
B.
The Architect is not responsible for any on site working conditions or the
condition of working personnel. Further he will not endeavor to identify safety
violations unless they directly affect his ability to perform his duties under the
Owner/Architect Agreement.
PART 2
A.
PART 3
A.
PRODUCTS
NOT USED
EXECUTION
NOT USED
END OF SECTION 01005
PROJECT SAFETY
01005 - 2
SUMMARY OF WORK
SECTION 01010-1
PART ONE - GENERAL
1.00
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to and form a part of this Section.
1.01
EXTENT OF WORK
SCOPE:
General renovations to identified facilities to comply with accessibility requirements.
All work as defined on the drawings and in the Specifications.
1.02
CONTRACT WORK
A.
The Contract Work shall include all labor, materials and equipment necessary to complete all
work as described in Extent of Work and herein specified.
B.
Drawings and Specifications are complementary; Divisions and Sections are arranged
according to materials and functions and are not intended to be "trade" sections. These
specifications establish construction and material standards as well as techniques and do not
necessarily cover all specific items of materials shown on the drawings.
C.
The contractor shall examine the premises and satisfy himself as to the existing conditions
under which he will be obliged to operate in performing his part of the work under the
contract. No allowance will be made subsequently in this connection in behalf of the
Contractor for any error or negligence on his part.
1.03
SAFETY AND HEALTH REGULATIONS
A.
Full compliance is required to the Department of Labor, Bureau of Labor Standards, "Safety
and Health Regulations for Construction", as published in the Federal Register, Volume 36,
Number 75, dated Saturday, April 17, 1971, as may be applicable to this, or any later
revisions.
SUMMARY OF WORK
SECTION 01010-2*
1.04
EXAMINATION SURFACES AND/OR CONDITIONS
A.
All Contractors shall examine all surfaces on which, or against which, their work is to be
applied and shall notify the General Contractor and Architect in writing of any defects that
they may discover which, in their opinion, would be detrimental to the proper installation or
operation of their products. Commencing of work by Contractor denotes acceptance by
Contractor of all surfaces and conditions affecting his work.
END OF SECTION
ALLOWANCES
SECTION 01020-1*
1.00
RELATED DOCUMENTS
A.
Each Bidder shall include in his proposal allowance as hereinafter specified. The allowance
shall be the Contractor's net delivered price including taxes, but not including any profit,
overhead, insurance, cost of installation, or any other incidental expense. The cost of
installation and other expenses to the Contractor shall be included in the base proposal and
are not a part of any allowance except for the contingency allowance.
B
The Contractor shall purchase the allowed materials as directed by the Architect and, should
the actual cost be more or less than the Allowances, the contract amount shall be adjusted,
accordingly.
C.
The actual cost shall include any applicable trade discounts.
1.01
ALLOWANCES
A.
Contractor shall include in the Base Bid a credit of: $10,000.00
B.
Contrary to other allowances, any costs for unloading, labor, installation, overhead and profit
shall be included in the Contingency Allowance.
C.
In the event any part of the credit remains at time of project closeout, that amount shall be
deducted from final payment.
END OF SECTION
PROJECT MEETINGS
SECTION 01200-1
PART ONE - GENERAL
1.00
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to and form a part of this Section.
1.01
PRE-CONSTRUCTION CONFERENCE
A.
Prior to beginning any Work on this project, a meeting shall be held with the Architect,
Construction Manager, General Contractor, Separate Contractors, and all major
subcontractors. The meeting shall review the requirements as they relate to each party,
outline the Work schedule, and method of approach, and bring attention to all specific job
requirements.
B.
In preparation for this session, the Contractor shall identify long lead items, submittal
packages, delivery dates and time requirements for Work by subcontractors, and prepare a list
of activities which will form the basis for development of the Detailed Construction Schedule.
1.02
JOB COORDINATION MEETINGS
A.
During the course of construction, the Architect, Construction Manager, the Foreman,
General Contractor and all the subcontractors shall hold regular meetings and such other
meeting as requested by the City Architect's representative. These meetings shall be held at
the building site, unless such is not practical, for the purpose of establishing the current status
of the project and to coordinate the various parts of the Work so as to expedite the progress
of the Work.
1.03
CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES
A.
The Contractor shall meet with the City’s Project Team (e.g., City Architect, Project Manager
and Scheduling Consultant) to develop an as planned schedule which graphically details the
Contractor’s plan to construct the project within the contractual time frame. The
Contractor’s representatives attending this meeting should include the Project Manger,
Project Superintendent and major subcontractor(s). The schedule shall be developed in a
Critical Path Method (CPM) format as outlined in Supplemental General Conditions Section
00800, Article 3.
PROJECT MEETINGS
SECTION 01200-2*
1.04
ESTIMATE FORM
A.
The Contractor shall furnish, in a form satisfactory to the City Architect, (1) detailed estimate
giving a complete breakdown of the contract price by the various subdivisions of Work
required under the contract documents and two (2) periodic itemized estimates of Work done
for the purpose of making partial payments thereon. The costs employed in making up any of
these schedules will be used only for determining the basis of partial payments and will not be
considered as fixing a basis for additions to or deductions from the contract price.
END OF SECTION
SUBMITTALS
SECTION 01300-1
PART ONE - GENERAL
1.00
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to and form a part of this
Section.
1.01
IDENTIFICATION
A.
Shop Drawings and samples shall be properly identified by project name, description or
names of equipment, materials, and items and complete identification of location at
which materials or equipment are to be installed.
1.02
SHOP DRAWINGS
A.
Submit Shop Drawings for all items called for in the detail Specifications. Submit a
minimum of five (5) black-line prints of each Drawing, unless otherwise specified in the
detail Specifications. Two (2) prints each Drawing will be retained by the Architect, the
remaining prints will be returned to the Contractor. One (1) print of each Drawing
bearing the final approval stamp of Architect shall be kept at the project office and shall
be maintained in good condition. No Shop Drawing other than those stamped
"APPROVED" shall be on the job for any purpose and any Work installed incorrectly
from any Shop Drawing shall be removed and corrected at no change in contract price.
B.
Approval will be for general design only and will not relieve Contractor from
responsibility for errors or omissions in Shop Drawings, even though same were not
indicated when approved.
C.
In lieu of Shop Drawing prints, Contractor may at his option, submit one (1) reproducible
transparency and one black-line print of each drawing until final approval is obtained, at
which time five (5) corrected copies shall be submitted.
D.
In checking Shop Drawings, Architect shall not be required to check dimensions,
quantities, electrical characteristics, specific capacities, or coordination with other trades,
these being the responsibility of the Contractor. Contractor shall attest, either in writing
by stamp, or signature, that all Shop Drawings submitted for approval have been checked
for compliance with the Drawings and Specifications prior to submission to the Architect;
otherwise they will be returned unchecked.
SUBMITTALS
SECTION 01300-2*
E.
Approval of Shop Drawings, shall be for general design only and will not relieve
Contractor from responsibility for errors and omissions. Approvals shall not be
construed as approved departure from Contract Drawings and Specifications.
F.
No Shop Drawings shall be submitted directly to the Architect from a manufacturer,
jobber, or subcontractor. All submittals shall be through the General Contractor.
1.03
SAMPLES
A.
Furnish all samples called for in the detail Specifications and such other samples as the
Architect may direct.
B.
Samples for color selection shall include a complete selection of available colors and
finishes. After Architect has selected colors and finishes, submit four (4) additional
samples of the selected colors and finishes which will become a master color guide to be
used throughout the progress of the Work.
1.04
SUBMISSION
A.
Submission of Shop Drawings and samples shall be by a transmittal letter, in duplicate,
containing project name, Contractor's name, subcontractor's and/or vendor's name, a
complete listing of Drawings and samples.
B.
Samples of the selection of color and finishes shall be made in one submittal. No color
selections will be made until samples on all items requiring the color selection have been
submitted.
END OF SECTION
TEMPORARY FACILITIES
SECTION 01500-1
PART ONE - GENERAL
1.00
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to and form a part of this
Section.
1.01
TEMPORARY OFFICES AND SHEDS
A.
The Contractor shall provide his office, storage sheds and other structures as may be
necessary to carry on the Work.
B.
Storage sheds shall be of sufficient size to store all materials required on the job site at
any one time. Sheds shall be watertight and have floors above the ground.
1.02
TEMPORARY LIGHT AND POWER
A.
Temporary light and power service shall be furnished by the Contractor.
1.03
TEMPORARY WATER CONNECTION
A.
The Contractor shall make connection and Owner shall furnish all water required in
connection with this contract.
1.04
SECURITY
A.
The General Contractor shall protect all materials and construction as required. He will
be held responsible and required to repair any damage or replace any loss which may
occur during the period of the Contract to any part of the Work, materials, or equipment
including items on site furnished by the Owner or others for the installation by the
Contractor.
1.05
TELEPHONE
A.
The Contractor shall (if he deems necessary) install at his own expense, a single party job
telephone which shall be available for the use of all persons concerned with the
construction of the project. All official long distance calls shall be paid for by the
General Contractor.
TEMPORARY FACILITIES
SECTION 01500-2*
1.06
TOILET FACILITIES
A.
The Contractor shall at the beginning of the work, provide on the premises toilet facilities
and enclosures for the use of all workmen on the project. Facilities shall conform to the
requirements of the City.
1.07
TEMPORARY HEAT
A.
The Contractor shall provide any temporary heat which may be required for protecting
and drying out the construction and to enable the Work to be performed in cold weather.
B.
Heat shall be provided by means of an approved temporary heating device which, in
installation and operation, will not damage the finish in the building.
C.
All costs in connection with the providing of temporary heat shall be borne by the
Contractor.
1.08
PROTECTION
A.
Provide and maintain all fences, planking, bridges, bracing, shoring, sheet piling, lights,
barricades, warning signs, and guards as necessary for the protection of streets,
sidewalks, landscaping, adjoining property and the streets adjacent.
B.
Provide protection for all shrubs, trees, lawns, walks, roads, drives, adjacent building and
equipment, both on and off property, and in roads and streets adjacent.
1.09
REMOVAL
A.
Temporary facilities shall be removed promptly as each becomes no longer required.
1.10
FIRST AID PROTECTION
A.
The Contractor shall provide the following: First Aid Accident Cabinets at the job site.
1.11
FIRE PROTECTION DURING CONSTRUCTION
A.
Emergency fire protection shall be provided, using extinguishers, said equipment
conforming to the requirements of the National Board of Fire Underwriters' and relevant
Insurance Company. Particular care shall be exercised when using open flame and
welding and cutting equipment; use only flame proof type tarpaulins. Keep site clean and
orderly with proper protection of combustibles while in use and in storage.
END OF SECTION
SECTION 01562
DUST CONTROL
PART 1
1.1
RELATED DOCUMENTS:
A.
1.2
1.3
GENERAL
The General provisions of the Contract, including General Conditions;
Modifications to the General Conditions, and General Requirements apply to
work specified in this Section Project Drawings.
DESCRIPTION OF WORK:
A.
This Section describes the requirements pertaining to dust control.
B.
Requirements of this Section may be supplemented elsewhere in these
Specifications.
REQUIREMENTS:
A.
Contractor shall be required to maintain a dust-free environment in areas
adjacent to construction sites and along construction access routes. Methods for
dust control and prevention shall be in accordance with, but not limited to, the
following guidelines:
1.
Dust partitions shall be erected at locations shown on project drawings
and except as otherwise noted, constructed with 3 5/8" metal studs
sheathed with 5/8” (mi thickness) Type X, gypsum board or ½" fire
retardant treated painted plywood, from floor to ceiling or slab above as
indicated on the drawings. All joints shall be sealed with silicone sealant
Doors shall be stopped and weather stripped at perimeters and shall fit
tightly. Doors shall be equipped with closers.
2.
Sticky, multi layer dust mats shall be installed at both sides of dust partition
doors. Pads shall be kept fresh at all times. The mats top sheet shall be removed
regularly enough to avoid tracking dust and dirt out of the project site.
3.
Contractor shall clean up trash and remove debris from site in a once-a-day haul
as specified.
DUST CONTROL
01562 - 1
1.4
4.
Open wheelbarrows loaded with debris shall not be allowed within the building,
other than within the project site. Trash and debris transported by wheelbarrows
shall be bagged and tied. Large items borne by wheelbarrow shall be vacuumed
before transport. Wheelbarrows and other transport equipment must be kept
clean.
5.
For wheelbarrow loads that cannot be bagged, the wheelbarrow shall be covered
with polyethylene plastic and completely sealed with tape to the wheelbarrow.
6.
The site within dust partitions shall be swept using a dry, non-oily dusting
compound. The Contractor shall be required to maintain an industrial vacuum
cleaner on the site. Sweepings shall be vacuumed and the vacuum canister shall
be emptied off site. Vacuums shall be equipped with an appropriate HEPA
exhaust filter.
7.
Persons leaving dust controlled areas shall wipe their feet on a dust mat and
have dust vacuumed from clothing and equipment.
8.
A designated site access route will be specified at Pre-Construction Conference
by which all workmen will traverse the Building to enter and exit the project
site. This route will be coordinated with Building Cleaning Staff through the
Project Coordinator.
9.
Contractor shall have adequate personnel available to maintain the area in a dust
free condition on a continuing basis and shall appoint one person on the crew to
be in charge of dust and debris control.
HVAC DUST CONTROL:
A.
Filter return/exhaust air as indicated on drawings, and cover ends or openings of
ducts which are to remain in order to protect ducts from dust. Filter shall be Farr
30/30 or equal.
END OF SECTION 01562
DUST CONTROL
01562 - 2
MATERIAL AND EQUIPMENT
SECTION 01600-1
PART ONE - GENERAL
1.00
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to and form a part of this Section.
1.01
PRODUCTS AND MATERIALS
A.
Products, materials and manufactured items or articles of like nature shall as nearly as
possible, be of one brand or manufacturer. No changes or substitutions shall be made without
written consent of the Architect.
1.02
MEASUREMENTS
A.
Before ordering any materials or doing any Work, the Contractor shall verify all
measurements of the building and shall be responsible for correctness of same. No extra
charge or compensation will be allowed because of the differences between actual
measurements and dimensions indicated on the Drawings. Any differences which may be
found, shall be submitted to the Architect for consideration before proceeding with the work.
1.03
USE OF FOREIGN MATERIALS
A.
The Contractor shall agree to use in the execution of this Contract only materials, supplies
and products manufactured, mined, processed or otherwise produced in the United States or
its territories, if same are available at reasonable and competitive prices per the Supplemental
General Conditions 13.13.
1.04
STANDARD AND INDUSTRY SPECIFICATION
A.
Any material or operation specified by reference to the published specification of a
manufacturer, The American Society for Testing and Materials (ASTM), The American
Standards Association (ASA), Federal Specifications, or other published standard shall
comply with the requirements of the current specification or standard listed. Should there be
a discrepancy between the referenced specification and the Contract Documents, the latter
shall govern unless written interpretation is obtained from the Architect. Should there be
discrepancies among the referenced specifications or standards, the more stringent
requirements shall govern.
MATERIAL AND EQUIPMENT
SECTION 01600-2
B.
The Contractor shall, if requested, furnish an affidavit from the manufacturer certifying that
the materials or products being furnished meet the requirements specified. Such certification,
however, shall not relieve the Contractor from the responsibility of complying with other
requirement of the Contract Documents.
1.05
MANUFACTURER'S DIRECTIONS
A.
All manufactured articles, materials and equipment shall be applied, installed, connected,
erected, used, cleaned and conditioned according to manufacturer's directions unless herein
specified to the contrary. Should there be a discrepancy between an installation as required by
the Drawings and/or Specifications and the manufacturer's directions and/or
recommendations, such discrepancy shall be brought to the attention of the Architect and
shall be resolved before the work may proceed.
1.06
TRADE SECTIONS
A.
Sections of this Specification are "all inclusive" in many areas. Certain products, materials,
equipment and/or installation procedures may not apply to the specific work required even
though included in the section. Where there is no indication in the Contract Documents of a
specific item of work to be furnished or installed, the contractor shall confirm same with the
Architect during bidding then ignore the items and not include them in his proposal or scope
of work required.
1.07
STORAGE OF MATERIALS AND EQUIPMENT
A.
Materials and equipment not stored on the site shall be stored in a bonded warehouse
approved by the Architect.
B.
All materials shall be stored so as to protect them from the elements and damage of any type
including damage during transit.
1.08
TRADE NAMES
A.
The use of manufacturers' names and serial numbers are given to establish a standard of
manufacturer and not intended to be restrictive or preferential. Similar, equal and approved
materials of other manufacturers will be acceptable, subject to the approval of the Architect,
pursuant to the requirements as hereinafter set forth.
MATERIAL AND EQUIPMENT
SECTION 01600-3*
1.09
SUBSTITUTIONS
A.
To obtain approval to use unspecified products, Prime Bidders on the General Construction
Contract and of the Mechanical and/or Electrical Subcontractors shall submit written requests
at least ten (10) days before the bid date and hour. Requests received after this time will not
be considered. Requests shall clearly describe the product for which approval is asked,
including all data necessary to demonstrate acceptability. If the product is acceptable, the
Architect will approve it in an Addendum to all Prime Bidders on record.
B.
In the event architectural requirements of an "APPROVED" Material is different from the
specified and/or as indicated on the Drawings, any additional cost involved shall be the
responsibility of the Bidder and his bid must include such cost. No extra cost to the Owner
will be allowed because of the use of such materials.
END OF SECTION
PROJECT CLOSEOUT
SECTION 01700-1
PART ONE - GENERAL
1.00
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to and form a part of this Section.
1.01
SCOPE
A.
The Work under this Section consists of, but is not limited to, Submittals, Requirements and
Procedures for Project Closeout.
1.02
RELATED SECTIONS
Section 01300 - Submittals
Section 01710 - Clean-Up
1.03
SUBMITTALS
A.
Construction Completion Requests
1)
Certificate of Substantial Completion
2)
Certificate of Final Inspection
B.
Closeout Submittals: Three (3) copies of closeout submittals of which receipt and acceptance
are prerequisites for payment shall include, but not necessarily be limited to, the following:
1.
2.
3.
4.
5.
6.
7.
8.
Project "As-Built" Drawings
Guarantees and Bond
Evidence of Compliance with Governing Authorities
a.
Certificate of Inspection
b.
Certificate of Occupancy
Affidavit of "Advertisement of Completion"
Evidence of Payment, and Release of Liens
General Contractors "One Year Guarantee"
Final Application For Payment
List of names of DBE/MBE Contractors used on the project.
PROJECT CLOSEOUT
SECTION 01700-2
1.04
GUARANTEES AND BONDS
A.
Contractor shall submit to Architect before final acceptance all warranties, guarantees, and
surety bonds. All such documents shall show the name and the location of the project and the
name of the Owner.
1.05
ADVERTISEMENT OF COMPLETION
A.
Contractors performing contracts of fifty thousand dollars ($50,000.00) or more shall
immediately after the completion of the contract, give notice of the completion by an
advertisement in a newspaper of general circulation published within the City or County in
which the work was done, once a week for four (4) consecutive weeks.
B.
In no case will a final settlement be made upon the contract until the expiration of thirty (30)
days after the completion of the notice.
C.
Proof of publication of this notice shall be submitted by the General Contractor to the
Architect by affidavit of the publisher and a printed copy of the notice published. If no
newspaper is published in the County, the notice must be posted at the courthouse for thirty
(30) days and proof shall be made by the Probate Judge, Sheriff and the Contractor.
D.
Contractors performing contracts of less than fifty thousand dollars ($50,000.00), shall
immediately after completion of the contract, give notice of the completion by an
advertisement in a newspaper of general circulation published within the City or County in
which the work was done for one (1) week. The Contractor shall furnish the Purchasing
Department by affidavit of the publisher a printed copy of the notice published for posting on
their bulletin board for one week. The Contractor shall certify under oath that all bids have
been paid in full. Final payment with the Contractor will be made after the notice has been
posted for one entire week.
1.06
EVIDENCE OF PAYMENTS AND RELEASE OF LIENS
A.
Submit Contractor's Affidavit of Payment of Debts and Claims: AIA G706, or approved
equal.
B.
Submit Contractor's Affidavit of Release of Liens: AIA G706A, or approved equal, with:
1.
Consent of Surety to Final Payment: AIA G707, or approved equal.
2.
Contractor's Release or Waiver of Liens
3.
Separate Release of Waivers of Liens for Subcontractors, suppliers and others with
lien rights against property of Owner, together with Lien rights against property of
Owner, together with a list of those parties.
C.
All submittals shall be duly executed before delivery to Architect.
PROJECT CLOSEOUT
SECTION 01700-3
1.07
FINAL INSPECTION
A.
Certification: Contractor shall submit written certification that: Contract Documents have
been reviewed; Project has been inspected for compliance with Contract Documents; Work
has been completed in accordance with Contract Documents; Project is completed and ready
for final inspection.
B.
Inspection: Architect will make final inspection of the project within a reasonable time after
receipt of certification. Should Architect consider that Work is in fact complete in accord
with requirements of Contract Documents, he will request Contractor to make project
closeout submittals. Should Architect consider Work is not complete, he will notify
contractor, in writing, stating reasons. Contractor shall take immediate steps to remedy
stated deficiencies and send written notice to Architect certifying that Work is complete.
Architect will reinspect the Work.
1.08
AS-BUILT DRAWINGS
A.
A complete and separate set of blueline prints of the Contract Drawings showing the Work
under this contract shall be maintained at the job at all times, on which shall be marked
clearly, neatly, accurately, and promptly the progress of the work including:
1.
Changes to be made, whether resulting from formal change orders or other
instructions issued by the Architect.
2.
The daily progress, by coloring the various stages of Work exactly as they are erected.
This progress shall incorporate both the changes noted above and all other deviations
from the original drawings, whether resulting from job conditions encountered or
from any other causes. Principal dimensions of concealed work shall be recorded.
B.
The marked-up and colored prints will be used as a guide for determining the progress of the
work installed. They will be inspected monthly by the Architect and they shall be corrected
immediately if found either inaccurate or incomplete.
C.
At the completion of the job, the marked prints shall be submitted to the Architect for final
review, comment and approval. The prints will be returned with appropriate comments and
recommendations, and then a complete set of record "mylar" reproducible sheets shall be
prepared by the General Contractor incorporating all of the changes and added data noted on
the approved marked-up prints. The record "mylar" sheets shall be given to the Architect
upon completion and as a requirement prior to the issuance of the "Final" Certificate of
Payment.
PROJECT CLOSEOUT
SECTION 01700-4
D.
"Mylar" reproducible sheets of the original drawings shall be obtained from the Architect with
respective cost of reproduction and mailing being borne and paid by the General Contractor
involved in making the record drawings.
1.09
GUARANTEES AND BONDS
A.
Contractor shall submit to Architect before final acceptance all warranties, guarantees, and
surety bonds. All such documents shall show the name and location of the project and the
name of the Owner.
1.10
GENERAL CONTRACTOR ONE-YEAR GUARANTEE
A.
The general contractor shall submit in addition to any other expressed guarantees and/or
warranties, a guarantee of all work under this contract for a period of one year from date of
final acceptance.
1.11
FINAL ADJUSTMENT OF ACCOUNTS
A.
Submit final statement of accounting to Architect. Statement shall reflect all adjustments,
including, but not necessarily limited to, the following:
a.
b.
c.
d.
e.
B.
Original Contract Sum
Additions and Deductions resulting from:
1.
Previous change orders
2.
Cash Allowances
3.
Unit Prices
4.
Other Adjustments
5.
Deductions for Uncorrected Work
6.
Penalties and Bonuses
7.
Deductions for Liquidated Damages
8.
Deductions for Reinspection Payments
Total Contract Sum, as adjusted
Previous Payments
Sum remaining due
Architect will prepare final change order, reflecting approved adjustments to Contract sum
not previously made by change orders.
PROJECT CLOSEOUT
SECTION 01700-5*
1.12
FINAL APPLICATION FOR PAYMENT
A.
Contractor shall submit final application in accord with requirements of General and/or
Supplementary Conditions.
1.13
DBE/MBE CONTRACTORS
A.
After job closeout and before the General Contractor receives the final payment of retainage,
the General Contractor will
submit to CIA names of DBE/MBE contractors used on the job along with the net dollar
amount paid to each such contractor.
1.14
YEAR END INSPECTION
A.
Twenty (20) days prior to expiration of one year from date of "Final Acceptance", Contractor
shall notify Architect in writing of Year End Inspection. Architect will make visual inspection
of the project in company with owner and contractor to determine whether correction of
work is required, in accord with provisions of General Conditions. For guarantees beyond
one year, Architect will make inspections at request of Owner, after notification to contractor.
Architect will promptly notify contractor in writing of any observed deficiencies.
END OF SECTION
CLEANING
SECTION 01710-1
PART ONE - GENERAL
1.00
RELATED DOCUMENTS:
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to and form a part of this Section.
1.01
DESCRIPTION:
A.
Execute cleaning during progress of the work, and at completion of the work, as required by
General Conditions.
B.
Related requirements in other parts of the Specifications: Section 0700 - General Conditions
1.02
DISPOSAL REQUIREMENTS:
A.
Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and
antipollution laws.
PART TWO - PRODUCTS
2.01
MATERIALS:
A.
Use only those cleaning materials which will not create hazards to health or property and
which will not damage surfaces.
B.
Use only those cleaning materials and methods recommended by cleaning materials
manufacturer.
C.
Use cleaning materials only on surfaces recommended by cleaning material manufacturer.
CLEANING
SECTION 01710-2*
PART THREE - EXECUTION
3.01
DURING CONSTRUCTION:
A.
Execute daily cleaning to keep the work, site and adjacent properties free from accumulations
of waste materials, rubbish and windblown debris, resulting from construction operations.
B.
Provide on-site containers for the collection of waste materials, debris and rubbish.
C.
Remove waste materials, debris and rubbish form the site.
3.02
FINAL CLEANING
A.
Employ workmen for final cleaning.
B.
Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign
materials from sight-exposed exterior surfaces.
C.
Scratched, marred or other disfigured aluminum or other finished metals shall be replaced.
D.
Prior to final completion, Contractor shall conduct an inspection of sight-exposed surfaces
and all work areas to verify that the entire work is clean.
E.
Upon completion of final cleaning, cleaning equipment, materials and debris shall be removed
from the construction site and the premises left clean.
END OF SECTION
SECTION 02060
SELECTIVE DEMOLITION
PART 1
1.1
GENERAL
RELATED DOCUMENTS:
A.
1.2
DESCRIPTION OF WORK:
A.
1.3
1.4
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply to
work-specified in this section.
Extent of building demolition work includes the modifications, additions and
removals to and from existing building as indicated on the drawings and/or
described herein.
JOB CONDITIONS:
A.
Partial Removal: Items of salvable value to Contractor may be removed from
structure as work progresses. Salvaged items must be transported from site as
they are removed.
B.
Traffic: Conduct demolition operations and removal of debris to ensure
minimum interference with roads, streets, walks, and on-going building
operations, other adjacent occupied or used facilities.
C.
Repair all damage to existing work, material and finish with materials of like
type, quality and finish by skilled mechanics of the trades involved at no
additional cost to the owner.
D.
Protect existing work not to be removed from damage due to weather and
exposure.
E.
Utility Services: Maintain existing utilities, keep in service, and protect
against damage during demolition operations.
PORTECTION OF PERSONS AND PROPERTY:
A.
Provide protection of persons and property throughout the progress of
work and proceed in such a manner as to minimize the spread of dust
and flying particles and to provide safe conditions for the occupants of
the existing installation. Provide all necessary barriers, lights, warning signs
and guards for the protection of the occupants of the existing installation.
Cover and protect all interior furnishings, equipment and surface from
SELECTIVE DEMOLITION
02060 - 1
falling dust resulting from re-roofing. Contractor to remove and clean all
such dust from interiors.
PART 2
2.1
2.2
EXECUTION
DEMOLITION
A.
Pollution Controls: Use water sprinkling, temporary enclosures, and other
suitable methods to limit dust and dirt from rising and scattering into air to
the lowest practical level. Comply with governing regulations pertaining to
environmental protection.
B.
Do not use water when it may create hazardous or objectionable conditions
such as ice, flooding, pollution of property or building damage.
C.
Clean adjacent structures and improvements of dust, dirt, and debris caused
by demolition operations, as directed by the Consultant or governing
authorities. Return adjacent areas to condition existing prior to start of work.
D.
Provide trash chutes for removal of dirt and debris and old roofing from all
roof areas above one story (12 ft.) in height. Trash and tear off removal shall
be strictly and tightly monitored and controlled. Dust must be kept to an
absolute minimum.
DISPOSAL OF DEMOILISHED MATERIALS
A.
General: Remove from site debris, rubbish, and other materials resulting
from demolition operations.
B.
Burning of removed materials from demolished structures will not be
permitted on site.
END OF SECTION 02060
SELECTIVE DEMOLITION
02060 - 2
SECTION 03300 – STIEWORK CONCRETE
PART 1
GENERAL
1.1
All reinforced concrete provided in connection with the following items shall be in
accordance with these specifications unless noted otherwise on the plans or in the
specifications. The concrete shall be composed of Portland cement, flyash where available,
fine aggregate, coarse aggregate, potable water and admixtures where required. These
ingredients shall be so prepared and mixed as to produce a workable plastic concrete in
accordance with all the requirements of these specifications and the conditions of placement.
A. Sidewalks, Curbs & Gutters, Flagpole Bases,
B. Concrete Dumpster Pad, Outlet Structure Splash Pads
C. Equipment Pads, Concrete Thrust Blocks
PART 2
REFERENCED DOCUMENTS
2.1
The following standards shall be considered a part of these specifications to the extent
referenced herein.
ACI 211.1
Mix Proportions
ASTM C31
Making Test
ACI 301
Structural Concrete Specimens Buildings
ASTM C33
Aggregate
ACI 304
Mixing, Transporting
ASTM C39
Testing, Cylinders and Placing Concrete
ASTM C42
Testing Cores
ACI 305
Hot Weather Concrete
ASTM C94
Ready Mix Concrete
ACI 306
Cold Weather Concrete
ASTM C143
Slump
ACI 308
Curing
ASTM C150
Cement
SITEWORK CONCRETE
03300 -1
ACI 318
Building Code
ASTM C172
Sampling
ASTM C309
Curing Compounds
ASTM C231
Air Testing
ASTM A185
Wire Mesh
ASTM C260
Air Entraining Agents
ASTM A615
Rebar
ASTM C309
Curing Compounds
ASTM C494
Chemical Admixtures
ASTM C618
Flyash
PART 3
CLASSES OF CONCRETE
3.1
All concrete used in the work shall be designed in accordance with the water/cement ratio
theory and shall meet the following requirements:
A.
Class A - 4000 PSI compressive strength @ 28 days. Maximum W/C ratio shall be
0.40. Minimum cement content shall be 564 lbs. per cubic yard. Use for all
structures designed to be watertight. Use of HRWR (High-range water reducer)
required.
B.
Class B - 3000 PSI compressive strength @ 28 days. Maximum W/C ratio shall be
0.50. Use for reinforced concrete not required to retain water.
C.
Class C - 2500 PSI compressive strength @ 28 days. Maximum W/C ratio shall be
0.55. Use for unreinforced concrete work as indicated.
W/C ratio is defined by weight as the maximum water/cementitious material ratio, including
the use of flyash as a cementitious component.
PART 4
4.1
MATERIALS
All materials used in the concrete mix, unless otherwise specified, shall conform to ASTM
Designations. Documentation including supporting test data indicating conformance shall
be furnished with proposed mix designs. If the use of a standby source of any materials
become necessary, the material from these sources shall not be used unless documentation
supporting compliance to ASTM specifications is approved by the Engineer.
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A.
Cement
The cement shall be Portland cement, Type I or Type II and shall conform to ASTM
C150. The cement shall be low alkali, less than 0.60 percent. All cement used in
concrete that will be in contact with wastewater shall have a tricalcium aluminate
(C3A) content of less than 8%.
All cement shall be from the same source. Certified mill certificates shall be
furnished for each silo or bin indicating the results of all physical and chemical tests
and stating that the cement furnished is Type I or Type II meeting the requirements
of ASTM C150 and other requirements. All cement while in storage or while being
transported shall be properly protected, and no cement shall be used which has been
injured by age or exposure.
B.
Flyash
Flyash shall conform to ASTM C618, Class F. Certification that the flyash
conforms to ASTM C618 shall be included with submitted mix designs. The flyash
while in storage or while being transported shall be completely protected from the
weather at all times. Separate handling equipment and storage facilities shall be
provided to prevent any blending of the flyash with cement prior to mixing in
concrete.
C.
Aggregate
Fine and coarse aggregate shall comply with ASTM C33. Fine aggregate shall
consist of natural sand or sand manufactured from crushed stone. All sand shall be
clean, hard, strong, durable, uncoated and free from injurious amounts of organic
impurities. Coarse aggregate shall be well graded and consist of washed crushed
stone or gravel. Coarse aggregate shall be size No. 57 or No. 67 unless otherwise
required or directed by the Engineer.
Acceptance of a source shall not be construed as a guarantee of acceptance of all
aggregate from the same source and any aggregate which does not meet the
requirements of these specifications shall be rejected. Fine and coarse aggregates
shall be stored separately at the batch plant and in accordance with ACI Standard
304. Any aggregate which has been contaminated or damaged in shall not be used
in the concrete mix.
D.
Reinforcement
Steel reinforcing bars shall be from sources approved by the Engineer and such bars
shall be cut and bent to sizes and dimensions indicated on the plans. The bars in
sizes 3 through 18 shall be rolled from Grade 60 billet steel conforming to ASTM
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Designation A615. All bars shall be furnished full length, and no splicing, except as
shown on the plans, will be permitted without Engineer approval.
Welded wire mesh shall conform to ASTM A185 and be furnished in the size and
gage as shown on the plans. Use of only flat sheets will be permitted, rolls are not
acceptable.
E.
Water
Water for concrete shall be clean potable water from an ADEM permitted public
water system. The water shall be free from injurious amounts of oil, acid, alkali,
salts, organic matter or other deleterious substances.
F.
Air Entraining Admixture
An air entraining admixture containing no chlorides shall be used and shall be added
directly to the water at the mixer in the amounts required by the design for
workability requirements of the concrete and as approved by the Engineer. Only
those admixtures complying with ASTM Designation C260 shall be used. The
actual air content of freshly mixed concrete shall be determined by the pressure
method in accordance with ASTM C231.
G.
Chemical Admixtures
Water reducing admixtures shall be used in all concrete used in the construction of
structures designed to hold water. The chemical admixture shall comply with
ASTM C494, and shall contain no chlorides. The admixture shall be used in
proportions recommended by the manufacturer and as tested in a laboratory
approved mix design.
PART 5
CONCRETE MIX DESIGNS
5.1
Mix Designs
A. Concrete mix designs as required herein shall be prepared by an independent testing
laboratory approved by the Engineer. Component materials shall be tested and
certified by the laboratory as complying with this specification. Costs for mix
designs and component materials testing shall be paid by the Contractor. In the
event materials fail to comply with these specifications, all necessary retesting shall
be paid for by the Contractor.
B.
Laboratory mix designs prepared in accordance with ACI 318, Chapter 4 and ACI
211.1 shall be submitted to the Engineer for approval prior to start of concrete
operations. Mix designs shall be selected for maximum place-ability, uniformity,
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workability, satisfactory finishing, and specified slump and air content. For
hydraulic structures, mix designs shall minimize permeability. When placement by
concrete pumps is anticipated, mix designs shall assure pumpability.
Component materials shall be specifically selected for the proposed work and
approved by the Engineer.
C.
5.2
The mix designs shall develop the minimum strength as specified for each class and
usage. Proportions of the concrete mixtures shall not be changed unless specifically
authorized by the Engineer. The amount of water to be used shall be the minimum
amount necessary to produce a plastic mixture of the specified strength.
Admixtures
A.
Flyash may be used in all classes of concrete as a cement replacement on a pound
for pound basis up to a maximum of 20% of total cementitious material weight.
Entrained air shall be provided in all Class A concrete and other concrete which will
be exposed to weather in the finished work. The concrete shall have an air content
of 6% with a tolerance of 1.5%(+/-).
B.
The consistency slump of the concrete shall be such as to permit it to be readily
worked into the corners of forms and around reinforcing bars and other embeds.
The allowable slumps shall be as follows:
3" - Maximum for footings, caissons and substructure walls
4" - Maximum for slabs, beams, walls and columns
When directed or approved by the Engineer, greater slumps may be used provided
the design W/C ratio is not exceeded and that concrete can be satisfactorily placed
without segregation. When required or approved by the Engineer, flowing concrete
may be produced with additions of HRWR to achieve greater slump. The maximum
slump shall be determined by job conditions but shall not exceed 8".
C.
PART 6
6.1
All concrete shall be Ready Mixed Concrete complying with ASTM C94 unless
otherwise specified. All batch plants and equipment including mixer trucks or other
delivery equipment shall meet requirements of the NRMCA and be certified by the
Alabama Highway Department as a Class A or Class B plant.
TESTS OF CONCRETE AND EQUIPMENT
Testing to assure the quality of concrete as delivered to the project shall be conducted by a
BHate Engineering Corporation. All costs of quality assurance testings shall be paid for by the
OWNER. CONTRACTOR shall be responsible for coordinating testing. All concrete tests
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conducted in the field and in the laboratory shall be performed by certified Testing Technicians
meeting requirements of ACI, Level I, or equal.
6.2
Prior to placement of the concrete; air content, slump, and temperature shall be checked in
accordance with applicable ASTM Standards and shall be within acceptable limits.
6.3
During the progress of the work, test specimens shall be made by the Contractor or his selected
representative to determine whether the compressive strength of the concrete is in accordance
with the design strengths. At least one (1) set of six (6) specimens each shall be made for every
50 cubic yards placed or structure worked per day. Two (2) specimens will be tested at age
seven (7) days and two (2) specimens will be tested at age twenty-eight (28) days. Results of
compressive strength tests shall be reported to the Project Engineer on a weekly basis.
6.4
The concrete samples shall be taken at the mixer or as it is placed in the forms and shall be made
and cured in accordance with ASTM C-31. The cylinders shall be tested by a laboratory
approved by the Engineer and at the Contractor's expense. The cylinders shall be tested in
accordance with ASTM C-39. All concrete tests conducted in the field and in the lab shall be
performed by certified Testing Technicians. All concrete samples shall be clearly labeled so the
location in which the sampled concrete was placed can be determined.
6.5
If the average compressive strength of any set of specimens made from fresh concrete placed in
the structure falls below the design compressive strength, the Engineer may reject all the
questionable concrete in related portions of the structure. In addition, where there is question as
to the quality of the concrete in a structure, the Engineer may request additional tests in
accordance with ASTM C-42 at the Contractor's expense.
PART 7
DETAILS OF CONSTRUCTION
7.1
The layout of all pours shall be as shown on the drawings and shall be strictly adhered to as to
neat lines, construction joints and heights of lifts. Erecting of forms and placing of concrete shall
not begin on earth or rock foundations until full acceptance of such foundation has been secured
from the Engineer.
7.2
Forms shall be of wood, steel, or other approved materials unless otherwise specified. The type,
size, shape, quality and strength of all materials of which forms are made shall be subject to the
Engineer's approval. The forms shall conform to the shape, lines grades and dimensions of the
concrete as called for on the drawings. They shall be mortar tight and sufficiently rigid to
prevent displacement or sagging between supports. Where forms for continuous surfaces are
placed in successive lifts, care shall be taken to fit forms tight over the completed surface to
prevent leakage of fresh concrete and to maintain accurate alignment of the surface. The
surfaces of all forms shall be smooth and free from irregularities or holes.
7.3
The inside surface of forms shall be coated with non staining mineral oil, Chinawood oil, or other
approved materials and shall be applied before the concrete is placed. Wooden forms for
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03300 -6
unexposed surfaces may be thoroughly wetted in lieu of oiling except in freezing weather. Form
lining will be required for all exposed concrete surfaces of all structures covered under the scope
of the contract.
7.4
Approved form ties shall be used for internal ties and shall be so arranged that when the forms
are removed no metal shall be within one (1) inch of any surface. Form tie holes shall be reamed
so as to leave the surface clean and rough, and immediately after removal of forms the holes shall
be filled with mortar as specified herein elsewhere. Wire type ties will not be permitted.
7.5
All exterior edges and the interior edges of exterior walls shall be provided with a 1" x 1"
chamfer strip. The same chamfer shall be used in other places where noted on the plans to bevel
exposed edges of the concrete.
7.6
All forms shall be constructed so that they can be removed without damaging the concrete or
excessive hammering or prying. The removal of forms shall not be started until the concrete has
attained the necessary strength to support its own weight and any construction loads. Forms
shall remain in place for not less than 3 days after completion of pour during which the
temperature of the concrete is above 50o F.
7.8
Re-used forms shall be thoroughly cleaned and in good condition, and shall at all times conform
to these specifications. Forms unsatisfactory in any respect shall not be used, and if condemned
by the Engineer shall be removed immediately from the job.
PART 8
CONSTRUCTION JOINTS
8.1
Construction joints and shear keys shall be required at locations shown on the plans or as
directed by the Engineer. Each section of concrete surrounded by construction joints shall be
poured monolithically.
8.2
The surface of a completed concrete lift upon which a subsequent lift is to be placed shall be
thoroughly cleaned and roughened in order to remove all laitance and to expose the coarse
aggregate. This operation shall be performed while the concrete is still green but after initial set
has taken place. Care shall be exercised not to perform the operation too early, so as to impair
good concrete.
8.3
Surfaces of construction joints which have been permitted to dry shall be wet in accordance with
ACI 301, para. 8.5. Immediately prior to the placing of another lift, the surface of construction
joint shall be cleaned off of all loose material and defective concrete, then thoroughly washed off
by jets of water followed by air jets to remove the water accumulations.
Any defective concrete shall be removed and replaced at the Contractor's expense. All
reinforcing dowels shall also be cleaned.
8.4
Where concrete is to be placed against vertical, horizontal or sloping surfaces of previously
poured concrete, the surface of the old concrete, waterstop, reinforcing, and other projecting
SITEWORK CONCRETE
03300 -7
items shall be cleaned by means satisfactory to the Engineer. The horizontal edges of joints shall
be struck off level to provide an even and neat appearance between joints.
8.5
Waterstop shall be furnished and installed at construction joints in locations indicated on the
drawings. Waterstop shall be Structural Specialties Corporation Type SS-20, 2 bulb, 9" wide
polyvinyl chloride (PVC) waterstop with 1700 PSI minimum tensile strength, or an approved
equal. This type waterstop shall be utilized at all closed type construction joints (where there is
no movement of the joint). Where large relative joint movements are expected (such as joints
between structures on piles and those supported by earth alone), Vulco VP3100, 3 bulb, 9" wide
PVC waterstop or an approved equal shall be used.
8.6
In areas where the installation of conventional waterstop is difficult due to limited space,
Waterstop-Rx by ACC may be used subject to the approval of the Engineer.
8.7
Waterstop splices and intersections shall be vulcanized in accordance with the manufacturer's
recommendations. All waterstop utilized shall be shipped, stored, installed, and spliced where
necessary, in accordance with the instructions of the manufacturer. Two copies of the
manufacturer's installation and splicing recommendations shall be furnished to the Engineer
before installation of the waterstop. The exposed portion of all waterstop extending from an
existing pour shall be cleaned of all oil, dried grout, concrete, and other foreign matter prior to
pouring abutting concrete sections.
8.8
Where the Contractor may desire to locate a construction joint not shown on the plans, the
concrete surface shall be roughened to provide as good a bond as possible, a keyway shall be
formed and in structures designed to hold water, a flexible waterstop at least 9" wide shall be
installed. Vertical construction joints in tank walls, shall be provided with pilasters or dowels at
the joint. Details of all such construction joints proposed by the Contractor shall be submitted
and approved by the Engineer prior to construction.
PART 9
EXPANSION AND CONTRACTION JOINTS
9.1
Expansion and contraction joints shall be constructed at such locations and in such a manner as
indicated on the plans or as directed by the Engineer. All such joints shall be continuous through
the construction joints.
9.2
Water stops when used shall be installed, spliced and joined in accordance with the
manufacturer's recommendations and shall be firmly secured to the forms to prevent
displacement during the placement of concrete. Forms shall be removed in such a manner as to
prevent damage to the waterstop and destruction of the bond between the waterstop material and
the concrete. Damaged waterstop shall be repaired within seven days after being damaged by the
Contractor at no additional costs.
PART 10
EMBEDDED ITEMS
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03300 -8
10.1
All reinforcing steel shall have a minimum yield strength of 60,000 psi and shall conform to
ASTM A-615. Reinforcing steel shall be accurately placed and shall include all required wire,
chairs, and other items necessary to secure reinforcing within the forms. All fabricated
reinforcing steel furnished to the job site shall be properly bundled and tagged.
10.2
In all structures, the horizontal reinforcing bars shall be wrapped around the corners of the wall
and the horizontal baffles, weirs, beams and other transverse members shall be doweled into the
walls. A detailed layout of the reinforcing steel in the several structures shall be submitted to the
Engineer for approval prior to fabrication.
10.3
Anchor bolts, piping, reinforcing steel and other embedded items shall be thoroughly cleaned and
free from coatings or foreign matter and shall be accurately set and rigidly held in place to
prevent displacement. Supports and anchors for embedded items shall be of steel. Concrete
chairs may also be used when approved by the Engineer.
10.4
Threads and sleeves of anchor bolts and pipe openings shall be protected from grout and shall be
checked and thoroughly recleaned after each pour is cured. Threads of anchor bolts shall be
oiled or greased and wrapped with burlap. All embedded items shall be carefully checked for
location and security prior to pouring concrete. All open ends of pipe shall be closed to
prevent passage of grout or concrete into pipe.
10.5
Upon removal of forms, care shall be taken not to harm projecting items, and such steps as
required to assure continued protection during remaining construction operations shall also be
taken.
10.6
Reinforcement, embedded items, and plates which are to be stored outside shall be stored off the
ground and in such a manner as to prevent the inclusion of foreign materials and damage of
materials by weather.
PART 11
BASE PLATES
11.1
Prior to placing structural base plates and miscellaneous machinery bearing plates, surfaces to
receive grout shall be thoroughly cleaned of laitance and all other foreign materials and shall be
kept moist for a period of at least two (2) hours immediately prior to grouting. The plates shall
be set to the lines and grades as shown on the plans, secured in place and grouted in sufficient
time to permit grout to attain strength before loading.
11.2
The grout shall be precision, nonshrink epoxy grout, Masterbuilders Masterflow 713 or other
approved equal. The water shall be limited to the minimum quantity which will produce a grout
consistency which can be vibrated or worked under the plate without disturbing the alignment or
elevation of the plate.
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03300 -9
11.3
Grout shall be placed through grout holes provided in the plates and worked to all edges or grout
may be placed in the recess on one side of the plate and worked under the plate until it reaches all
sides so that air will not be trapped between the grout and the underside of the plate. Finish of
exposed grout surfaces shall be the same as that of adjoining concrete surface, with chamfer
where required. Curing of grout shall be in accordance with requirements outlined elsewhere.
PART 12
12.1
Conveying
A.
12.2
CONVEYING AND PLACING
Concrete shall be transported to forms as rapidly as practical by methods which
shall prevent separation and loss of ingredients. The concrete shall be placed as
nearly as practical in its final position to avoid rehandling. Belt conveyors and
pumps may be used provided they are designed, maintained and operated properly
and do not require a slump greater than specified herein for placement. conveyors
shall be covered in hot, dry, windy or rainy weather. In no case shall the concrete be
delivered to the forms in a thin, exposed flow. Ready mix trucks shall be governed
by ASTM C94.
Placing
A.
All concrete shall be placed in accordance with Chapter 6 of ACI 304 Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete.
Placing of concrete in the form during cold weather shall be in accordance with ACI
306, except no chlorides shall be used. If the ambient temperature is 35o F and
falling, no concrete is to be placed without written authorization by the Engineer.
When such authorization is granted, the Contractor shall assume all risks for placing
and protecting concrete during freezing weather. Frozen concrete will be rejected by
the Engineer and shall be removed by the
Contractor at his expense. Frozen concrete will be determined in accordance with
ASTM C42. Placing of concrete in the form during hot weather, when the ambient
temperature is 80o F or more, shall conform to ACI 305. Permission to mix and
place concrete during any weather conditions will in no way relieve the Contractor
of his responsibility to provide quality concrete in accordance with the
specifications.
B.
Concrete shall be deposited upon firm, clean, damp surfaces, free from frost, ice,
standing or running water, and never upon soft mud, dry porous earth, or upon fills
that have not been properly compacted to obtain ultimate settlement. Rock surfaces
shall be approximately horizontal, or stepped, rough and free from loose material or
other matter interfering with a satisfactory bond. Immediately before the concrete is
placed all pools of water shall be removed from the rock surface by air jets.
C.
The placing of concrete shall be done by such means that the concrete deposited in
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03300 -10
one spot may be efficiently vibrated into a layer not exceeding 18 inches in
thickness with a maximum of six (6) feet lateral movement. Concrete shall be
deposited in the forms as near its final location as practical, avoiding flowing and
rehandling.
D.
12.3
Splashing concrete on the form face or lining shall be avoided, and all such coatings
as have set shall be removed before the concrete is placed therein. In dropping
concrete through reinforcement, no segregation of the coarse aggregate shall occur.
Tremies shall be used where required in order to prevent segregation and splashing.
Concrete that has splashed and dried on reinforcing prior to embedment shall be
removed by acceptable methods. Fresh concrete shall be protected from rains,
running water and damage. The Contractor shall always have available for prompt
use sufficient protective covering.
Vibration
A.
All concrete shall be compacted with the aid of mechanical vibrating equipment.
Internal vibrators shall be used in all sections sufficiently large to accommodate
them. External or form vibrators may be used in consolidating concrete in thin
sections ten inches or less in width. The vibrators shall be adequately powered and
of such intensity to cause the concrete to settle readily in place.
B.
The vibration shall be of sufficient duration to accomplish thorough compaction of
the concrete, and when necessary shall be supplemented by hand spading in areas
that cannot be effectively vibrated. Care must be exercised that concrete is not overvibrated and that vibrators are not used as a transporting device
PART 13
FINISHING
13.1
Top surfaces, not covered by forms, which are not to receive additional concrete or backfill shall
be carried slightly above grade and struck off by board finish, and unless stated otherwise in the
detailed specifications or drawings shall have a wood float finish without additional mortar and
shall be true to elevations as shown on drawings. Applying cement or sand-cement mixture to
the surfaces to expedite finishing will not be permitted. Other surfaces shall be brought to the
specified finish elevation and left true and regular as approved by the Engineer.
13.2
The Contractor shall protect finish surfaces from damage, stains and abrasions. The concrete
surfaces including floors and stairs or edges likely to be marred during construction shall be
protected by leaving the forms in place or covering the concrete in a manner satisfactory to the
Engineer.
13.3
The surface of all concrete floors, slabs, and walkways shall have a monolithic finish of the same
mix as the base of the slab. No mortar course for finish shall be applied. Final finish of the
surface shall be a wood float or troweled finish as specified. Troweling shall be the minimum
amount to gain a smooth dense surface, and shall not be done until the concrete has hardened
SITEWORK CONCRETE
03300 -11
sufficiently to prevent excess fine material from being worked to the surface. Unless otherwise
specified, the floors of all structures holding water, the entrance stoops of the buildings, the
sidewalks, walkways, stairways, and other surfaces on which operating personnel will walk, shall
be provided with a non-slip brush or broom finish.
13.4
After the forms have been removed, all minor depressions and rough places shall be pointed and
filled with cement mortar. All exposed surfaces shall be thoroughly wetted and hand rubbed or
ground with a Carborundum stone until it presents a uniform and smooth appearance. Hand rubbing
shall be done immediately after form removal. All exposed surfaces shall be finished true to within a
(+/-) 1/8" tolerance.
13.5
Recesses in base slabs shall be left with a rough finish. After the concrete has partially set, the
recesses shall be cleaned with a water and air jet and all loose concrete and laitance removed.
Such cleaning shall not damage base slab finish and run-off laitance shall not be permitted to
flow into embedded yard piping.
13.6
All exterior exposed concrete surfaces when specified shall be swept clean and dry, and then
receive a two coat 8 mil DFT per coat modified epoxy concrete paint, Tnemec Series 52-CH72,
sand color, or approved equal. The surface preparation and paint applications shall be
performed in strict accordance with the recommendations of the paint manufacturer.
PART 14
CURING
14.1
All concrete shall be cured in accordance with ACI Standard 308, "Recommended Practice for
Curing Concrete," except that the concrete shall be protected from direct rays of sun for at least a
three-day period. All concrete surfaces on hydraulic structures shall be kept continuously moist
for a period of not less than seven days by direct application of potable water by means of
sprinklers or perforated piping. The water shall be clean and free from any elements that might
cause permanent discoloration of the concrete. Application of plastic film or liquid membrane
forming curing compounds is not acceptable for use on concrete structures designed to contain
water.
14.2
The use of curing compounds is permitted on miscellaneous building structures and foundations
and shall be in accordance with ASTM C309. When curing compounds are used, the following
method shall be strictly followed. On formed concrete surfaces, the curing compound is applied
immediately upon removal of the forms. If there is any drying or appreciable loss of moisture,
the surface should be sprayed with water and allowed to reach a uniformly dam appearance with
no free water on the surface, when the compound is applied. The compound shall be applied by
first spraying about one-half of the compound required for a specific area with parallel passes.
After a short interval, the remainder of the compound is then applied at right angles to the first
spraying.
14.3.1 In cold weather, the removal of protective covering, heating equipment, and forms shall be such
that the surface of the freshly exposed concrete will not be subjected to a temperature differential
of more than 25o F (at the time and point of stripping) as determined by observation of ambient
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and concrete surface temperatures indicated by suitable thermometers.
PART 15
PATCHING
15.1
Upon stripping of the forms, all concrete shall be examined for honeycomb or joints which
appear defective to the Engineer. All surface defects and form tie holes shall be repaired before
adjacent concrete is seven days old. Ridges and bulges shall be removed by careful
chipping or tooling, followed by rubbing with a grinding stone.
15.2.1 All defective areas shall be cut out, a 2" keyway formed, and replaced with an epoxy grout mix
developing a compressive strength of at least 6800 psi in 28 days, "Masterbuilders Masterflow
713" or other equal. If in the process of cutting out defective areas, reinforcing bars are exposed,
the chipping shall continue until a depth of 2 ½" behind the exposed reinforcement. The grout
shall be installed in strict accordance with the recommendations of the manufacturer.
15.2.2 All patches shall be kept wet unless curing compound is used during the curing period of the
surrounding concrete, and in no case less than seven days.
PART 16
DRIVEWAYS, CURB AND GUTTERS
16.1.1 All driveways, curb, gutter, drains or similar items, removed or damaged during or by the
construction covered by this contract will be replaced with construction of first class materials
and workmanship to the satisfaction of the Engineer.
PART 17
INSPECTION
17.1
All concrete materials and operations will be subject to inspection by the Project Engineer and/or
the Resident Inspector. All discrepancies and unauthorized deviations of the Contractor's work, from
the plans and specifications, shall be corrected by him at no additional costs. The inspection duties
previously outlined in no way relieves the Contractor of his obligations and responsibilities under
this contract. Any concrete operations found not in compliance with these specifications shall be
grounds for rejection of concrete work to that point.
END OF SECTION 03300
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SECTION 09620
POURED-IN-PLACE RUBBER
SURFACING FOR PLAYGROUNDS
PART 1 – GENERAL
1.01 WORK INCLUDED
This work includes furnishing and installing the Poured in place rubber surfacing for
playgrounds. The surfacing Manufacturer/installer shall be responsible for all labor, materials,
tools, and equipment to perform all work and services for the installation of the surface.
1.02 DESCRIPTION OF SYSTEM & GENERAL CONDITIONS
Rubber Surface shall be poured-in-place and trowelled to provide for a resilient, seamless
rubber surface installed over the specified rigid base and composed of premium quality SBR
and EPDM rubber mixed with a non-flammable, non-shrinking, one part moisture cured
polyurethane adhesive as recommended by the Manufacturer and capable of bonding to
concrete, asphalt or compacted stone. Poured in place rubber surface shall be stable and slip
resistant to comply with, meet or exceed all requirements set forth in the Americans with
Disabilities Act (ADA) and the American Standard Testing Methods (ASTM and Consumer
Products Safety Commission (CPSC) for manufactured Safety Surfaces as detailed below.
1.03 QUALITY ASSURANCE
A. Test Results
1. Impact Attenuation - ASTM F 1292: Surfacing within playground equipment use zones
shall meet or exceed the performance requirements of CPSC, ASTM F 1292 and/or CSA Z61498 that a surface yield both a peak deceleration of no more than 200 g’s and a Head Injury
Criteria (HIC) value of no more than 1,000 for a head-first fall from the highest accessible
portion of play equipment being installed as shown on drawings. Manufactured Safety Surface:
For surfaces manufactured for the purpose of playground safety surface, the impact attenuation
performance shall be documented by a certificate of compliance provided by third party at
Owner or contractor’s expense.
2. Coefficient of Friction - ASTM D2047: All products must meet minimum standard on
coefficient of friction of .9-wet, 1.0-dry. No exceptions will be made to this requirement in an
effort to ensure ample slip-resistant conditions.
3. Permeability: Product shall meet or exceed a coefficient of permeability of seven (7) feet per
minute.
NOTE: From a geotechnical standpoint, the permeability of a material is a measure of the
velocity at which water will flow through the void spaces or pores under a given hydraulic
gradient. The product shall handle a minimum of 8" of rainfall per hour.
POURED-IN-PLACE RUBBER SURFACING FOR PLAYGROUNDS
09620
4. Flammability of Finished Floor Cover - ASTM D2859: Product shall pass flammability.
5. Accessibility of Surface Systems – ASTM F1951: All playground surfacing products must
pass testing to ensure wheelchair access under and around playground equipment as required
by the American Disabilities Act.
6. Tear Strength – AS T M D6 2 4-00e1 Standard Test Method for Tear Strength of
Conventional Vulcanized Rubber and Thermoplastic: Tear Resistance must be equal to or
greater than 12 pounds per inch
7. Tensile Strength – AS T M D4 1 2-02 Standard Test Methods for Vulcanized Rubber
Elastomers and Thermoplastic Elastomers: Tensile Strength must be equal to or greater than 25
Psi.
8. IPEMA Certification Required: “In the Interest of playground safety, the International Play
Equipment Manufacturers Association (IPEMA) provides a Third Party Certification Service
whereby a designated independent laboratory, TÜV SÜD America Inc., ( TÜV) , validates a
surfacing manufacturer’s certification of conformance to ASTM F1292, Standard Specification
for Impact Attenuation Under and Around Playground Equipment, and for an engineered wood
fiber manufacturer its certification of conformance, also to ASTM F2075, Standard
Specification f or Engineered Wood Fiber f or use as a Playground Safety Sur f ace Under and
Around Playground Equipment, and Section 4.4, f or testing Sieve Analysis and Section 4.6,
for testing the presence of Tramp Metal. A list of current validated products, their thickness and
critical height may be viewed at www.ipema.org.”
B. Contractor Pre-Qualifications
1. A list of twenty five (25) surfacing projects completed with a similar product. List shall
include names of project representatives and respective telephone numbers. At least five (5) of
these projects must be at least five (5) years old. This list shall also contain projects which
require the same level of difficulty, size of project, type of project, e.g. color transitions and
special graphics.
2. All bidders must also submit Material Safety Data sheets (MSDS) and Product Data Sheets
on all materials.
3. Insurance Requirements - All bidders must carry minimum insurance according to
Supplemental General Conditions
1.04 SUBMI TTALS
A. Original hard copies of the submittal package will be supplied according with Section
01300.
B. Manufacturer’s descriptive data and installation instructions.
POURED-IN-PLACE RUBBER SURFACING FOR PLAYGROUNDS
09620
C. Manufacturer’s details showing depths of wear surface and sub-base materials, anchoring
systems and edge details.
D. A list of all materials and components to be installed, including Manufacturer’s name,
storage requirements, and precautions, and shall state chemical composition and test results to
which material has been subjected in compliance with these specifications.
E. Test results to substantiate that the product meets or exceeds all ASTM & ADA
requirements for each standard listed in Section 1.03 Quality Assurance. Test must be
performed and certified by an independent laboratory.
F. Documentation of Contractor Pre-Qualification as stated in Section 1.03 Quality Assurance.
G. Documentation of Insurance Requirements as stated in Section 1.03 Quality Assurance.
H. Statement signed by the Manufacturer of the synthetic safety surfacing attesting that all
materials under this section shall be installed by the Manufacturer or its Certified Installers and
that playground surfacing installation shall not be performed by anyone other than the
Manufacturer or its Certified Installers.
I . A listing of at least twenty five (25) installations where products similar to those proposed
for use have been installed and have been in successful service for a minimum period of three
(3) years. This list shall include Owner or purchaser, address of installation, date of installation,
contact person, and phone number.
J. Upon request, a sample specimen of safety surface proposed for this project.
K. Upon request, a list of all organizations and affiliations of the company offering the
product(s).
1.05 DELIVERY, STORAGE and HANDLING:
Materials and equipment shall be delivered and/or stored in accordance with the
Manufacturer’s recommendations.
1.06 PROJECT SITE CONDITIONS:
A. Synthetic safety surfacing shall be installed on a dry subsurface, with no prospect of rain
within the initial drying period, at temperatures recommended by the Manufacturer.
B. Installation in weather condition of extreme heat, temperatures less than 40 degrees (F),
and/or high humidity may impact cure time, and/or the structural integrity of the final product.
Immediate surroundings of the site shall be reasonably free of dust conditions and poor
particulate air quality will impact the final surface look.
POURED-IN-PLACE RUBBER SURFACING FOR PLAYGROUNDS
09620
C. Safety surfacing shall be installed after the playground equipment is installed unless
otherwise noted.
E. Surface installation shall be coordinated by the project manager or designated individual of
playground equipment and sub-base installation, with manufacturer.
1.07 WARRANTY :
Surfacing shall maintain required impact attenuation characteristics and be guaranteed against
defects in workmanship and material for a period of no less than one (1) year or as specified
and agreed upon per contract.
PART 2 – PRODUCTS
Product shall be No Fault Safety Surface as manufactured and sold by No Fault Sport Group,
LLC. No Fault Safety Surface shall consist of synthetic poured-in-place safety surfacing
meeting the requirements of this specification. I t shall be manufactured and installed by No
Fault Sport Group, LLC (866-637-7678 www.nofault.com) and its certified installation crews.
NOTE – Other products will be allowed only if prior approved as per Section 2.02 Product
Substitutions & Approved Equals
2.01 MATERIALS
A. Polyurethane Binder
1. Binder for safety surfacing shall be specifically designed for use with rubber granule
material for outdoor installations.
2. Binder is a single component polyurethane pre-polymer formulated using a polymeric foam
of Diphenylmethane 4, 4’ Diisocyanate (MDI), Amber Viscosity – 4500cps, NCO content –
9.0, Density – 20dc-68, PCF Flash Point - >390dF, Elongation – 550%, Tensile – 3900 lb./sq.
in.
3. No toluene diphenel isocyanate (TDI) shall be used.
4. No filler materials shall be used in urethane such as plasticizers and the catalyzing agent
shall contain no heavy metals.
5. Weight of polyurethane shall be no less than 8.5 lbs/gal (1.02 Kg/1) and no more than 9.5
lbs/gal (1.14 Kg/1)
6. COLOR TINTED BINDER WILL NOT BE ALLOWED.
B. SBR (Impact Layer)
1. Only 100% shredded styrene butadiene rubber may be used
2. Strands of SBR may vary from 0.5 mm – 2.0 mm in thickness by 3.0 mm – 20 mm in length.
POURED-IN-PLACE RUBBER SURFACING FOR PLAYGROUNDS
09620
C. EPDM (Wear Surface)
1. EPDM particles shall meet requirements of ASTM D 412 and CSA Z614-98 for tensile
strength and elongation; and ASTM D 2240 (Shore A) hardness of 55-65, not less than 26
percent rubber hydrocarbons.
2. EPDM shall be peroxide cured with an EPDM content of 26 percent and shall include a
processing aid to prevent hardness with 26% poly content to maintain dynamic testing
characteristics, weatherization and UV stability.
3. Size of rubber particles shall be not less than 1.00 mm, or greater than 3.0 mm across. with a
minimum EPDM content of 25% by weight and certified letter from Manufacturer stating this
content. All rubber shall remain consistent in gradation and size.
4. STRAND, SHAVED, CHIPPED OR SHREDDED RUBBER IS NOT ACCEPTABLE IN
THE POURED CAP.
2.02 P RODUCT SUBSTITUTIONS & APPROVED EQUALS
A. All product substitutions must be submitted for preapproval at least fourteen (14) days prior
to bid opening date. A complete submittal package, as outlined in Section 1.03 Submittals,
must be provided before a substitute product will be considered for preapproval. If the product
submitted for preapproval cannot meet all requirements of the submittal package, it will not be
considered.
B. Once all products submitted for substitution have been reviewed, a list of the approved
substitutes will be circulated and made available to bidders.
PART 3 – EXECUTION
3.01 S UB-BASE REQUIREMENTS
A. Contractor shall provide sub-surface in accordance with Manufacturer’s recommendation
for the project location and application.
B. The base shall be concrete installed in accordance with Manufacturer’s written
specifications.
C. The base shall have the specific minimum slope (2%) and shall vary no more than 1/8" when
measured in any direction with a 10' foot straight edge. Verify that sub-surfacing drainage, if
required, has been installed to provide positive drainage.
D. Tolerance of concrete or bituminous subsurface shall be within 1/8 inch (3.0 mm) in 10 feet
(3050 mm). Tolerance of aggregate subsurface shall be within 3/8 inch (10mm) in 10 ft (3050
mm). Verify that aggregate subsurface has been fully compacted in 2” lifts to 95 percent or
greater.
POURED-IN-PLACE RUBBER SURFACING FOR PLAYGROUNDS
09620
E. New concrete shall be allowed to cure a minimum of seven (7) days prior to commencement
of surfacing. See manufacturers recommendations for concrete slab drainage.
F. Alternate sub-base material must have prior approval from Manufacturer.
3.02 PREPARATION
A. Scheduling – Poured in place rubber surface shall be installed after other sub-contractors are
complete, the area is free from pedestrian traffic, and under the conditions as outlined in
Section 1.06 Project Site Conditions.
B. Cleaning - The entire subsurface shall be clean, dry and free from any foreign and loose
material.
3.03 I NSTALLATION
A. SBR Cushion Layer
1. Polyurethane binder and SBR will be mixed on site in a rotating tumbler to ensure
components are thoroughly mixed and are in accordance with manufactures recommendations.
2. Binder shall be not less than 18 percent, nor more than 22 percent, of the total weight of
rubber, and shall provide 100 percent coating of the particles.
3. The SBR and binder mixture will then be poured-in-place by means of screeding, and handtrowelled to maintain a seamless application.
4. Installation method shall use a measured screed rod 1/16” thicker than the required depth.
5. Whenever practical, SBR cushion layer shall be installed in one continuous pour on the same
day. When a second pour is required, fully coat the edge of the previous work with
polyurethane binder to ensure 100 percent bond with new work. Apply adhesive in small
quantities so that new SBR mixture can be placed before the adhesive dries.
6. Total depth of the safety surface system throughout the playground equipment use zone shall
be as required to meet the applicable critical fall height requirements or as specified by Owner
or Architect. Therefore, thickness of the SBR cushion layer will be total depth less 3/8”
(minimum required thickness of the EPDM wear course layer).
7. Edges - Surface edges shall be flush with edge of adjacent area or tapered to provide safe
transition. When connecting to a concrete curb or border the hardened edge shall be primed
with adhesive.
8. The SBR cushion layer surface shall be porous.
B. EPDM Wear Course Layer
POURED-IN-PLACE RUBBER SURFACING FOR PLAYGROUNDS
09620
1. Polyurethane binder and EPDM will be mixed on site in a rotating tumbler to ensure
components are thoroughly mixed and are in accordance with manufactures recommendations.
2. The binder shall be not less than 20 percent of total weight of rubber used in the wear
surface, and shall provide 100 percent coating of the particles.
3. The EPDM and binder mixture will then be poured-in-place by means of screeding, and hand
trowelled to maintain a seamless application.
4. Installation method shall use a measured screed rod 1/16” thicker than the required depth.
5. The cap will have a minimum weight of 2.2 pounds per square foot.
6. Thickness of wear surface shall be a minimum 3/8 inch.
7. The wear layer shall be porous.
8. If graphic designs and color transitions are used, they shall be full wear course depth.
Color(s) to be determined by architect.
9. Edges - Surface edges shall be flush with edge of adjacent area or tapered to provide safe
transition.
10. Color: EPDM wear course shall be a blend of 50% Black and 50% Standard Color chosen
by the architect or Owner during the submittal process, unless otherwise stated on plans.
3.04 PROTECTION
A. The synthetic safety surface shall be allowed to fully cure in accordance with
Manufacturer’s instructions. The surface shall be protected by the Owner from all traffic during
the curing period of 48 to 72 hours after surface installation is complete, or as instructed by the
Manufacturer.
B. Surface installation crew shall be responsible for the protection of rubber surface during the
installation process. General Contractor shall be responsible for the protection of the surface
during the crew’s off hours and during the curing period upon completion of the installation.
3.05 CLEAN UP
A. Manufacturer’s installers shall not leave adhesive on adjacent surface or play equipment.
Spills of excess adhesive shall be promptly cleaned.
B. Manufacturer’s installers shall properly dispose of all material and packing waste before
leaving the job site.
C. Owner or contractor shall be responsible for supplying a dumpster at job site for all waste
associated with installation of the safety surface.
POURED-IN-PLACE RUBBER SURFACING FOR PLAYGROUNDS
09620
END OF SECTION 10800
POURED-IN-PLACE RUBBER SURFACING FOR PLAYGROUNDS
09620
SECTION 09900
PAINTING
PART 1
1.1
GENERAL
DESCRIPTION OF SCOPE AND INTENT:
A.
Contractor to provide all materials, labor, and tools required to complete the
full installation of system specified in this section.
B.
Any omission of reference to items required to complete the installation of
products or system specified in this Section does not relieve the contractor
the obligation to provide same.
C.
To provide installation of all items, including delivery, dispersing to the
proper locations within the building, and affixing in place.
D.
Installation shall be accomplished by workers skilled in their craft that will
perform their work in a professional manner and will leave the premises,
safe, orderly, and clean.
E.
Requirements of Section 01005, Project Safety, are applicable to this section.
F.
Contractor is responsible for coordination of work included in this
specification with all other specification sections related to furnishing of all
materials, labor, permits, fees and services necessary for completion of work
in this section.
G.
Section Includes:
1.
2.
1.2
Surface preparation.
Surface finish schedule.
QUALITY ASSURANCE:
A.
Product Manufacturer: Company specializing in manufacturing quality paint
and finish products with three years experience.
B.
Applicator: Company specializing in commercial painting and finishing with
five years experience.
C.
Definitions:
1.
Conform to ANSI/ASTM D16 for interpretation of terms used in this
Section.
D.
Conform to applicable code for flame/fuel/smoke rating requirements for
finishes.
PAINTING
09900 - 1
1.3
SUBMITTALS
A.
Submit product data under provisions of Section 01300.
1.
B.
Submit samples under provisions of Section 01300.
1.
C.
1.4
1.5
Provide product data on all finishing products.
Submit one sample 12 x 12 inch in size illustrating range of colors
available for each surface finishing product scheduled to make
selection.
Field Samples:
1.
Provide samples under provisions of Section 0l 300.
2.
Provide field sample panel, 48 inches long by 48 inches wide,
illustrating each coating color, texture, and finish.
3.
Accepted sample may remain as part of the Work.
D.
Submit manufacturer's application instructions under provisions of Section
01300.
E.
Submit manufacturer's certificate of compliance under provisions of Section
01300 that products meet or exceed specified requirements.
DELIVERY, STORAGE, HANDLING, AND PROTECTION
A.
Deliver products to site under provisions of Section 01600.
B.
Store and protect products under provisions of Section 01600.
C.
Deliver products to site in sealed and labeled containers: inspect to verify
acceptance.
D.
Container labeling to include manufacturer's name, type of paint, brand
name, brand code, coverage, surface preparation, drying time, cleanup, color
designation, and instructions for mixing and reducing.
E.
Store paint materials at minimum ambient temperature of 45 degrees F and a
maximum of 90 degrees F, in well ventilated area, unless required otherwise
by manufacturer's instructions.
F.
Take precautionary measures to prevent fire hazards and spontaneous
combustion.
JOB CONDITIONS:
A.
PAINTING
Provide continuous ventilation and heating facilities to maintain surface and
09900 - 2
ambient temperatures above 45 degrees F for 24 hours before, during, and 48
hours after application of finishes, unless required otherwise by
manufacturer's instruction.
1.6
B.
Do not apply exterior coatings during rain or snow, or when relative
humidity is above 50 percent, unless required otherwise by manufacturer’s
instructions.
C.
Minimum Application Temperatures for Latex Paints, 45 degrees F for
interiors; 50 degrees F (10 degrees C) for exterior, unless required otherwise
by manufacturer's instructions.
D.
Minimum Application Temperature for Varnish Finishes: 65 degrees F for
interior or exterior, unless required otherwise by manufacturer’s instructions.
E.
Provide lighting level of 40 ft. candles measured mid-height at substrate
surface.
ALTERNATIVES
Not Used.
1.7
EXTRA STOCK
A.
Provide one gallon container of each color to Owner;
B.
Label each container with color, texture and room locations in addition to the
manufacturer’s label.
PART 2
2.1
MATERIALS
A.
2.2
References:
1.
ANSI/ ASTM D16 – Definitions of Terms Relating to Paint, Varnish,
Lacquer, and Related Products.
2.
ASTM D2016 – Test Method for Moisture Content of Wood.
ACCEPTABLE MANUFACTURERS - PAINT
A.
B.
C.
D.
E.
2.3
PRODUCTS
ICI
Sherwin Williams
BLP
Benjamin Moore
Substitutions: Under provisions of Section 01600
ACCEPTABLE MANUFACTURERS - VARNISH AND URETHAN
A.
B.
PAINTING
ICI
Sherwin Williams
09900 - 3
C.
D.
E.
2.4
ACCEPTABLE MANUFACTURERS – STAIN
A.
B.
C.
D.
E.
2.5
Benjamin Moore.
ICI
Sherwin Williams
BLP
Substitutions: Under provisions of Section 01600
MATERIALS
A.
Coatings: Ready mixed, except field catalyzed coatings. Process pigments to
a soft paste consistency, capable of being readily and uniformly dispersed to
a homogeneous coating.
B.
Coatings: Good flow and brushing properties: capable of drying or curing
free of streaks or sags.
C.
Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other
materials not specifically indicated but required to achieve the finishes
specified, of commercial quality.
PART 3
3.1
Benjamin Moore
ICI
Substitutions under provisions of Section 01600
EXECUTION
INSPECTION
A.
Verify that surfaces 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.
C.
Measure moisture content of surfaces using an electronic moisture meter. Do
not apply finishes unless moisture content of surfaces are below the
following limits. Should specific manufacturer's product requirements
necessitate more stringent moisture content, comply with manufacturer's
requirements.
D.
PAINTING
1.
Masonry, Concrete, and Concrete Unit Masonry: 12 percent.
2.
Interior Located Wood: 15 percent, measured in accordance
with ASTM D2016.
Beginning of installation means acceptance of existing surfaces.
09900 - 4
3.2
PREPARATION
A.
Remove electrical plates, hardware, light fixture trim, and fittings prior to
preparing surfaces or finishing.
B.
Correct minor defects and clean surfaces which affect work of this Section.
C.
Shellac and seal marks which may bleed through surface finishes.
D.
Impervious Surfaces: Remove mildew by scrubbing with solution of trisodium phosphate and bleach. Rinse with clean water and allow surface to
dry.
E.
Aluminum Surfaces Scheduled for Paint Finish: Remove surface
contamination by steam or high pressure water. Remove oxidation with acid
etch and solvent washing. Apply etching primer immediately following
cleaning.
F.
Asphalt, Creosote, or Bituminous Surfaces Scheduled for Paint Finish:
Remove foreign particles to permit adhesion of finishing materials. Apply
compatible sealer or primer.
G.
Insulated Coverings: Remove dirt, grease, and oil from canvas and cotton.
H.
Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after
repair.
I.
Galvanized Surfaces: Remove surface contamination and oils and wash with
solvent. Apply coat of etching primer.
J.
Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish:
Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign
matter. Remove oil and grease with a solution of tri-sodium phosphate; rinse
well and allow to dry. Remove stains caused by weathering of corroding
metals with a solution of sodium metasilicate after thoroughly wetting with
water. Allow to dry.
K.
Uncoated Steel and Iron Surfaces: Remove grease, scale, dirt, and rust.
Where heavy coatings of scale are evident, remove by wire brushing or
sandblasting and clean by washing with solvent. Apply a treatment of
phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly
cleaned. Spot prime paint after repairs.
L.
Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and
rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces
with solvent. Prime bare steel surfaces. Prime metal items including shop
primed items.
M.
Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges
PAINTING
09900 - 5
with primer.
3.3
3.4
3.5
PROTECTION
A.
Protect elements surrounding the work of this Section from damage or
disfiguration.
B.
Repair damage to other surfaces caused by work of this Section
C.
Furnish drop cloths, shields, and protective methods to prevent spray or
droppings from disfiguring other surfaces.
D.
Remove empty paint containers from site.
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.
Apply each coat of paint slightly darker than preceding coat unless otherwise
approved.
E.
Sand lightly between coats to achieve required finish.
F.
Allow applied coat to dry before next coat is applied.
G.
Where clear finishes are required, tint fillers to match wood. Work fillers into
the grain before set. Wipe excess from surface.
H.
Prime back surfaces of interior and exterior woodwork with primer paint.
I.
Prime back surfaces of interior woodwork scheduled to receive stain or
varnish finish with gloss varnish reduced 25 percent with mineral spirits.
FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT
A.
Refer to Section 15190 and Section 16195 for schedule of color coding and
identification banding of equipment, ductwork, piping, and conduit.
B.
Paint shop primed equipment.
C.
Remove unfinished louvers, grilles, covers, and access panels on mechanical
and electrical components and paint separately.
D.
Prime and paint insulated and exposed pipes, conduit, boxes, insulated and
exposed ducts, hangers, brackets, collars and supports, except where items
are prefinished.
PAINTING
09900 - 6
3.6
E.
Paint exposed conduit and electrical equipment occurring in finished areas.
F.
Replace electrical plates, hardware, light fixture trim, and fittings removed
prior to finishing.
CLEANING
A.
As work proceeds, promptly remove paint where spilled, splashed, or
spattered.
B.
During progress of work maintain premises free of unnecessary
accumulation of tools, equipment, surplus materials, and debris.
C.
Collect cotton waste, cloths, and material which may constitute a fire hazard,
place in closed metal containers and remove daily from site.
END OF SECTION 09900
PAINTING
09900 - 7
SECTION 10800
TOILET ACCESSORIES
PART 1
1.1
1.2
1.3
DESCRIPTION OF SCOPE AND INTENT:
A.
Contractor to provide all materials, labor, arid tools required to complete the
installation of specified system.
B.
Any omission of reference to items required to complete the installation of
products or systems of this section does not relieve the contractor the obligation
to provide same.
SECTION INCLUDES:
A.
Toilet and washroom accessories.
B.
Attachment hardware.
RELATED SECTIONS:
A.
1.4
GENERAL
Contractor is responsible for coordination of work included in this specification
with all other specification sections related to furnishing of all materials, labor,
permits, fees, arid services necessary for completion of work in this section.
REFERENCES:
A.
ANSI Al 17.1 - Specifications for Making Buildings arid Facilities Accessible
to arid usable by Physically Handicapped People.
B.
ANS/ASTM A123 - zinc (Hot-Dip Galvanized) Coatings on Products Fabricated
from Rolled, Pressed, aird Forged Steel Shapes, Plates, Bars arid Strips.
C.
ANSI/ASTM A366 - Steel, Carbon, Cold-Rolled Sheet, Commercial Quality.
D.
ANSI/ASTM A386 - zinc Coating (Hot-Dip) on Assembled Steel Products.
TOILET ACCESSORIES
10800 - 1
1.5
1.6
1.7
1.8
E.
ANSI/ASTM B456 - Electrodeposited Coatings of Copper Plus Nickel Plus
Chromium and Nickel Plus Chromium.
F.
ASTM A167 - Stainless arid Heat-Resisting Chromium-Nickel Steel Plate,
Sheet and Strip.
G.
ASTM A269 - Seamless and Welded I General Service.
SUBMITTALS:
A.
Provide product data on accessories describing size, finish, details of function,
attachment methods.
B.
Submit one sample of each component illustrating color arid finish.
KEYING:
A.
Supply 4 keys for each accessory to Owner.
B.
Master key all accessories.
REGULATORY REQUIREMENTS:
A.
Conform to applicable code for installing work in conformance with ANSI
Al 17.1.
B.
Mounting heights to conform to ADA 1990 requirements in handicap toilets.
SEQUENCING AND SCHEDULING:
A.
Coordinate the work of this Section with the placement of internal wall
reinforcement and reinforcement of toilet partitions to receive anchor
attachments.
TOILET ACCESSORIES
10800 - 2
PART 2
2.1
MANUFACTURERS:
A.
2.2
2.3
2.4
PRODUCTS
Toilet Accessories
1.
Bobrick.
2..
Bradley.
3.
McKinney - Parker.
MATERIALS:
A.
Sheet Steel: ANSI/ASTM A366.
B.
Stainless Steel Sheet: ASTM A167, Type 304.
C.
Tubing: ASTM A269, stainless steel.
D.
Adhesive: Contact type, waterproof.
E.
Fasteners, Screws, and Bolts: Hot dip galvanized ,tamperproof.
F.
Expansion Shields: Rber1 lead, or rubber as recommended by accessory
manufacturer for component and substrate.
FABRICATION:
A.
Weld and grind smooth joints of fabricated components.
B.
Form exposed surfaces from single sheet of stock, free of joints.
C.
Form surfaces flat without distortion. Maintain flat surfaces without scratches or
dents.
D.
Back paint components where contact is made with building finishes to prevent
electrolysis.
E.
Shop assemble components and package. complete with anchors and fittings.
F.
G.
Provide steel anchor, adapters, and anchor components for installation.
Hot dip galvanize exposed and painted ferrous metal and fastening devices.
FACTORY FINISHING:
A.
Galvanizing: ANSI/ASTM A123 to 1.25 oz / sq yd.
3
B.
Shop Primed Ferrous Metals: Pre-treat and clean, spray apply one coat primer
and bake.
C.
Enamel: Pre-treat to clean condition, apply one coat primer and minimum two
coats epoxy electrostatic baked enamel.
D.
Chrome/Nickel Plating: ANSI/ASTM B456, Type SC 2 satin finish.
E.
Stainless Steel: No.4 satin luster finish.
PART 3
3.1
3.2
3.3
3.4
EXECUTION
EXAMINATION:
A.
Verity that site conditions are ready to receive work and dimensions are as
indicated on shop drawings.
B.
Beginning of installation means acceptance of existing conditions.
PREPARATION:
A.
Deliver inserts and rough-in frames to site at appropriate time for building-in.
B.
Provide templates and rough-in measurements as required.
C.
Verity exact location of accessories for installation.
INSTALLATION:
A.
Install fixtures, accessories and items in accordance with manufacturers’
instructions.
B.
Install plumb and level1 securely and rigidly anchored to substrate.
TOILET ACCESSORY SCHEDULE — Identified on Drawing.
END OF SECTION 10800
TOILET ACCESSORIES
10800 - 4