HomeMy Public PortalAbout050-2019 - Fire - Smarrelli - Improvement for Training FacilityTHIS AGREEMENT made and entered into this _� day of 2019, and referred to as
Contract No. 50-2019, by and between the City of Richmond, fndiana, a municipal 'corporation
acting by and through its Board of Public Works and Safety (hereinafter referred to as the "City")
and Smarrelli General Contractor's, Inc., 136 South 2'd Street, Richmond, Indiana,47374
(hereinafter referred to as the "Contractor").
SECTION 1. STATEMENT AND SUBJECT OF WORK
City hereby retains Contractor to perform services in connection with "Phase II" improvements to the
Izzy Edelman Training Facility located at 1740 South 8_` Street, which improvements include the
removal of topsoil and installation of building pads, drive aprons, stone and crushed *stone fill,
sidewalks, and piers, topical work, and grading and seeding, as more specifically set forth in the bid
sheet for the Richmond Fire Department (the "Project"). Said Phase H Project is preparation for a
second larger training prop, and the scope of this Project and Agreement also includes construction
of an access road and pouring additional concrete sidewalks.
Bid Specifications dated March 5, 2019, have been made available for inspection by Contractor, are
on file in the office of the Director of Purchasing for the City of Richmond and the office of the
Chief of the Fire Department, and are hereby incorporated by reference and made a part of this
Agreement. Contractor agrees to abide by the same.
The response of Contractor to said Request for Responses dated March 14, 2019, is attached hereto
as Exhibit A, which Exhibit consists of twenty-three (23) pages, and is also hereby incorporated by
reference and made a part of this Agreement. Contractor agrees to abide by the same. Response of
Contractor is designated as "Phase I" and for purposes of this Agreement the Response is considered
by the Parties to be "Phase II" work to be performed (subsequent to initial services performed in
2016 at said Training Facility). Notwithstanding said conflicting designation, the Phase II Project as
described above includes all work to be performed as set forth in Exhibit A and as described in this
Agreement for the Izzy Edelman Training Facility improvements.
Should any provisions, terms, or conditions contained in any of the documents attached hereto as
Exhibits, or in any of the documents incorporated by reference herein, conflict with any of the
provisions, terms, or conditions of this Agreement, this Agreement shall be controlling.
The Contractor shall furnish all labor, material, equipment, and services necessary which are
incidental to the proper completion of all work specified.
No performance of services shall commence until the following has been met:
1. The City_ is in : receipt of any required certificates of insurance and/or
warranties;
2. The City is in receipt of any required affidavit signed by Contractor in
accordance with Indiana Code 22-5-1.7-11 (a)(2); and
3. A purchase order has been issued by the Purchasing Department.
Contract No. 50-2019
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SECTION II. STATUS OF CONTRACTOR
Contractor shall be deemed to be an independent contractor and is not an employee or agent of the
City of Richmond. The Contractor shall provide, at its own expense, competent supervision of the
work.
SECTION 111. COMPENSATION
City shall pay Contractor an amount not to exceed the total amount of Eighty-five Thousand One
Hundred Twenty-five Dollars and Forty-six Cents ($85,125.46) for complete and satisfactory
performance of the work required hereunder.
SECTION IV. TERM OF AGREEMENT
This Agreement shall become effective when signed by all parties and shall continue in effect until
the completion of the Project, and said Project is anticipated to be completed by Contractor within
five (5) weeks from the date of the notice to proceed.
Notwithstanding the term of this Agreement, City may terminate this Agreement t in whole or in part,
for cause, at any time by giving at least five (5) working days written notice specifying the effective
date and the reasons for termination which shall include but not be limited to the following:
a., failure, for any reason of the Contractor to fulfill in a timely and proper manner its
obligations under this Agreement,
b. submission by the Contractor to the City of reports that are incorrect or -incomplete in any
material respect;
c. ineffective or improper use of funds provided under this Agreement;
d. suspension or termination of the grant funding to the City under which this Agreement is
made; or
e. unavailability of sufficient funds to make.payment on this Agreement.
In the event of such termination, the City shall be required to make payment for all work performed
prior to the effective date by Contractor, but shall be relieved of any other responsibility herein.
This Agreement may also be terminated, in whole or in part, by mutual Agreement of the parties. by
setting forth the reasons for such termination, the effective -date, and in the case of partial
termination,
ination, the portion to be terminated.
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Contractor agrees to obtain insurance and to indemnify the City for any damage or injury to person or
property or any othe r claims which may arise from the Contractor's conduct or performance of this
Agreement, either intentionally or negligently; provided, however, that nothing contained in this
Agreement shall be construed as rendering the Contractor liable for acts of the City, its officers,
agents, ts, or employees. Contractor shall. as a prerequisite to this Agreement, purchase and thereafter
maintain such insurance as will protect it from the claims set forth below which may arise out of or
result from the Contractor's operations under this Agreement, whether such operations by the
Contractor or by any sub -contractors or by anyone directly or indirectly employed by any of them, or
by anyone for whose acts the Contractor may be held responsible.
CoveralZe Limits
A,. Worker's Compensation & Statutory
Disability Requirements
B. Employer's Liability $100,000
C. Comprehensive General Liability
Section 1. Bodily Injury $1,000,000 each occurrence
$2,000,000 aggregate
Section 2. Property Damage $1,000,000 each occurrence
D. Comprehensive Auto Liability
Section 1. Bodily Injury $1,000,000 each person
$1,000,000 each occurrence
Section 2. Property Damage $1,000,000 each occurrence
E. Comprehensive Umbrella Liability $1,000,000 each occurrence
$2,000,000 each aggregate
SECTION VI. COMPLIANCE WITH WORKER'S COMPENSATION LAW
Contractor -shall -comply with all provisions of the Indiana Worker's Compensation law, and shall,
before commencing work under thisAgreement, provide the City a certificate of insurance, or a
certificate from the industrial board showing that the Contractor has complied with Indiana Cod(, -
Sections 22-3-2-5, 22-3-5-1 and 22-3-5-2. If Contractor is an out of state employer and therefore
subject to another state's worker's compensation law, Contractor may Choose to comply with, all
provisions of its home state's, worker.'s compensation law and provide the City proof of such
compliance in lieu of complying with the provisions of the Indiana Worker's Compensation Law.
SECTION VII. COMPLIANCE WITH INDJANA-E-VEkIFY PROGRAM REQUIREMENTS
Pursuant to Indiana Code 22-5-1.7, Contractor is required to enroll in and verify the work eligibility
status of all newly hired employees of the contractor through the Indiana E-Verify program.
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Contractor is not required .to verify the work eligibility status of all newly hired employees of the
contractor through the Indiana E-Verify program if the Indiana E-Verify program no longer exists.
Prior to the performance of this Agreement, Contractor shall provide to the City its signed Affidavit
affirming that Contractor does not knowingly employ an unauthorized alien in accordance with IC
22-5-1.7-11 (a) (2). In the event Contractor violates IC 22-5-1.7 the Contractor shall be required to
remedy the violation not later than thirty (30) days after the City notifies the Contractor of the
violation. If Contractor fails to remedy the violation within the thirty (30) day period provided
.above, the City shall consider the Contractor to be in breach of this Agreement and this Agreement
will be terminated. If the City determines that terminating. this Agreement would be detrimental to
the public interest or public property, the City may allow this. Agreement to remain in effect until the
City procures a new contractor. If this Agreement is terminated under this section, then pursuant to
IC 22-5-1.7-13 (c) the Contractor will remain liable to the City for actual damages.
SECTION IX. IRAN INVESTMENT ACTIVITIES
Pursuant to Indiana Code ,(IC) 5-22-16.5, Contractor certifies that Contractor is riot engaged in
investment activities, in Iran. In the event City determines during the course of this Agreemenvthat
this certification is no longer valid, City shall notify Contractor in writing of said determination and
shall give contractor ninety (90) days within which to respond to the written notice. In the event
Contractor fails to demonstrate to the City that the Contractor has ceased investment activities in Iran
within ninety (90) days after the written notice is given to the Contractor, the City may proceed with .
any remedies it may have pursuant to IC 5-22-16.5. In the event the City determines during the
course of this Agreement that this certification is no longer valid and said determination is not.
refuted by Contractor in the manner set forth in IC 5-22-16.5; the City reserves the right to consider
the Contractor to be in breach of this Agreement and terminate the agreement upon the expiration of
the ninety (90) day period set forth above.
SECTION X. PROHIBITION AGAINST DISCRIMINATION
A. Pursuant to Indiana Code 22-9-1-10, Contractor, any sub -contractor, or any person acting on
behalf of Contractor or any sub -contractor shall not discriminate against any employee or applicant
for employment to be employed in the performance of this Agreement, with respect to hire, tenure,
terms, conditions or privileges of employment or any matter directly or indirectly related to
employment, because of race, religion, color, sex, disability, national origin, or ancestry.
B.- Pursuant to Indiana Code 5-16-6-1, the Contractor agrees:
1. That in the hiring of employees for the performance of work under this Agreement of
any subcontract -hereunder, Contractor, any subcontractor, or any person acting on behalf of
Contractor or any sub -contractor, shall not discriminate by reason of race, religion, color, sex,
national origin or ancestry against any citizen of the State of Indiana who is qualified and
available to perform the work to which the employment relates;
2. That Contractor, any sub -contractor, or any person acting on behalf of Contractor or
any sub -contractor shall in no manner discriminate against or intimidate any employee hired
.for the performance of work under this Agreement on account of race, religion, color, sex,
national origin or ancestry;
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3. That there may.be deducted from the amount payable to Contractor by the City under
this Agreement, a penalty of five dollars ($5.00) for each person for each calendar day during
which such person was discriminated against or intimidated in violation of the provisions of
the Agreement; and
4. That this Agreement may be canceled or terminatedby the City and all monies due'ar-
to become due hereunder may be forfeited, for a second or any subsequent violation of the
terms or conditions of this section of the Agreement.
C. Both City and Contractor agree to comply with all applicable Americans with Disability Act
(ADA) requirements and Title VI Civil Rights Act non-discrimination requirements.
D. . Violation of the terms or conditions of this .Agreement relating to discrimination or
intimidation shall be considered a material breach of this Agreement.
SECTION XI. RELEASE OF LIABILITY
Contractor hereby agrees to release and hold harmless the City and all officers, employees, or agents
of the same from all Iiability for negligence which may arise in the course of Contractor's
performance of its obligations pursutant to this Agreement.
SECTION XII. MISCELLANEOUS
This Agreement is personal to the parties hereto and neither party may assign or delegate any of its.
rights or obligations hereunder without _the prior written consent of the other party. It shall be
controlled by Indiana law and shall be binding upon the parties, their successors and assigns. It
constitutes the entire Agreement between the parties, although it may be altered or amended in whole or in part at any time by filing with the Agreement a written instrument setting forth such changes
signed by -both parties.
This Agreement may be simultaneously executed in several counterparts, each of which shall be an
original and all of which shall constitute but one and the same instrument.
The parties hereto submit to jurisdiction of the courts of Wayne County, Indiana, and suit arising
under this Contract, if any, must be filed in. said courts. The parties specifically agree that no
arbitration or mediation shall be required prior to the commencement of legal proceedings in said
Courts.
Any person executing this Contract in a representative capacity hereby warrants that he has been duly
authorized by his or her principal to execute this Contract.
In the event of any breach of this Agreement by Contractor, and in addition to any other damages or
remedies, Contractor shall be liable for all costs incurred by City due to the enforcement of this
Agreement, including but not limited to City's reasonable attorney's fees, whether or not suit is filed.
[Signature Page to Follow.]
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In the event that an ambiguity or question of intent or a need for interpretation o ' f this Agreement
arises, this Agreement shall be construed as if drafted jointly by the parties, and no presumption or
burden of proof shall arise favoring or disfavoring any party by virtue of the authorship. of any of the
provisions of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement at Richmond, Indiana, as of the.
day and year first written above, although- signatures may be affixed on, different dates.
"CITY" -"CONTRACTOR"
THE CITY OF RICHMOND, Smarrelli General Contractor's, Inc.
INDIANA by and through its 136 'd Street
Board of Public Works and Safety. ,-R�-chmonj, 47374
MI-1
.Vicki Robinson, President
By:
Richard Foore, Member
By:
Emily lmer, Member,
Date:
APPROVED:
DaviSM. Snbw, Mayor
Date:
12
Printed:.
Title:
Date:
CITE' OF. RICHM[ONID
SO North Fifth Street
PRICE REQUEST
Richmond, Indiana 47374
(765) 983-7200
THIS IS NOT AN ORDER
VENDOR
E1 STRUCTIONS
This is a request for a price or quote for the services or
described
materials below. Any additional
✓
specifications may be attached hereto. This is'not an
City
order and the reserves the right to accept all or
decline the Please
-
part, or entire proposal. complete
your full name, address, and phone number below with
signature; itemize all prices and charges where
requested; and attach explanation for any substitution to .
specifications altered. Please return in care, of .
Purchasing to the address above by the specified date
and time to be considered unless otherwise specified_
DATE
March 5, 2019
EPLY MUST BE IN
*
DELIVERY REQUIRED
f DELIVERED
PAYMENT TERMS
UPON RECEIPT OF INVOICE
QUANTITY
CATALOG NO.
DESCRIPTION
UNIT PRICE
TOTAL
Training Facility Improvements
(see attached)
Please include a current certificate of
insurance, naming the City of Rich-
mond as the certificate holder, with
your bid.
Bid must be placed in a.sealed enve-
lope with eon e ont:
Pre -bid meeting -March 8, 10:00 a.m.
at training facility,1740 S_ 8th Street
.PRICE REQUEST
` f NAM FIRM aO�G/T,,*�/�
BY
do, / 7
VICKI ROBINSON-
PURCHASING DIRECTOR BY
AUTHORIZED BY
Bids are to' be mailed or brought to the v _ f/ /ALE
Purchasing Department in the Richmond DATE
Municipal Building'at SO North Sth Stree ���
[EXHIBIT PAGE OF , ne No.
State Tax Exemption No. 003121900-001. `. lJ -
RICHMOND FIRE DEPARTMENT
TRAINING FACILITY IMPROVEMENTS
2019 PHASE 1,
BID SHEET. v
_
'Item No.
Desoiption Qty Units
Unit Price
Qtv Price
w�
ff(7q• L f 6
I.
REMOVEI'TOPSOIL; STOCKPILE ON SITE FOR REUSE, 529.00 CY."
$
2
BUILDING PAD;,CLASS "A"w/6x5-10/10WIRE MESH; 6" 610.00 SY
S' s' J
7 c�D.
3
DRIVE APRON; CLASS"w/ 6x6-10/1.0 WIRE MESH, 6" 9.00 SY
A"
$
1/7
flo 1�
4,
92DSTONEFILLFOR'CONCRETE 403.00 TONS
$
I
�r `.w
5
#S3CRUSHED STONE FILL FOR CONCRETE 136.00 TONS
$
a
r10
6
SIDEWALK; CLASS "A" w/6x6- 10/10WIRE MESH; 4" I1.0O SY
✓'
ev
r ( �r�i%
7
#2DSTONE FILL FOR DRIVEWAY 493.00 TONS
$
U
J.
8
#53 CRUSHED STONE FILL FOR DRIVEWAY 246.00, TONS
$
9 ..
_
PEIRS , 6.00 EA.
➢ �� cam
'
10
FINISHGRADING 100 LS
$
11
SEEDING 1.00 LS
TOTAL
..
-
.. - CONTRACTOR:
'.
DATE SIGNED:
FEXHIBIT'PAGE QF-14)�)
03/01/201 9
Page 1
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SPECIFICATIONS & SPECIAL PROVISIONS .
FOR
RICHMOND FIRE DEPARTMENT
TRAINING FACILITY IMPROVEMENTS
2019 PHASE I
March-1, 2019
�, r r�r i 5, : .t f �•
WOO
'"�I xrr'IlI lil�l,�yi ��
01,
Prepared By:
City of Richmond
Division of Public Works & Engineering
(765) 983-7394
EXHIBIT' PAGE OF3�
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SECTION 1 - GENERAL REQUIREMENTS
1.01 DEFINITIONS
A. Owner
Wherever the term "Owner" is used herein it shall refer to and designate the CITY of
RICHMOND, INDIANA_ The Fire Department shall be the owner's representative for
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B. Engineer
Wherever the term "Engineer" is used herein it shall refer to and.designate-the City
of Richmond's Department of Public Works & Engineering.
C. Resident Representative
Wherever the term "Resident Representative" is used herein, it shall refer to and
designate the Resident Engineer or resident Inspector duly and directly authorized
by the Owner to perform engineering and inspection services in connection with and ,
construction contemplated herein.
D. Bidder
Wherever the term "Bidder" is used herein, it shall refer to and designate the
person, partnership, joint venture or corporation submitting a proposal for the work
contemplated, acting directly or through a duly authorized representative.
E. Contractor
Wherever the term "Contractor" is used herein, it shall refer to and designate the .
person, firm, partnership, joint venture, or corporation to whom the within Contract is
awarded by the Owner, and who is subject to the terms thereof.
F. Sub -Contractor
Wherever the term "Sub -Contractor" is used herein, it shall refer to and designate a
contractor person, firm, partnership, joint venture, or corporation, other than the
Contractor, supplying labor and materials, or, labor, for the work at the site of the
Project.
G.- Drawings
Wherever the term "Drawings" is used herein, it shall refer to and designate the
drawings, prepared on behalf of the Owner and the plans, profiles, typical sections,
standard and special detail drawings, or reproductions thereof, which show the -
location, character, dimensions and details of the work.
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H. Specifications
Wherever the term "Specifications" is used herein, it shall refer to and designate all
written matter relative to work required to be done, the materials and equipment to
be furnished and/or installed, the method of measurement of the quantity of the work
done; and the method of payment for the work performed which is contained in the
Contract.
I. Projects
Wherever the term "Projects" is used herein, it shall refer to and designate all work
to be performed by the Contractor pursuant to the Contract.
J. Materials
Wherever the term "Materials" is used herein, it shall refer to and designate all raw
and prepared Materials and manufactured and fabricated products entering into or
held for use in the Project.
1.02 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS
r
All work and Materials mentioned in, the Specifications'are not shown on the
Drawings, and all work and Materials shown on the Drawings and not mentioned in
the Specifications, and all work and Materials necessary for the completion of the
Project according to the true intent and meaning of the Drawings, Specifications, and
other contract documents shall be furnished, performed and done, as if the same
were both mentioned in the Specifications and shown on the Drawings.
Should anything be omitted from the Drawings or Specifications which is necessary to
a clear understanding of the Project or should any error appear either in any of the
various documents furnished or work done by others with respect to the Contractor
shall promptly notify the Engineer of such omission or error and, in the event of his
failure to do so, shall make good any damage to or defect in the work caused
'.thereby.
In case of discrepancies. not otherwise resolved, figured dimensions shall govern over
scaled dimensions; general Drawings; and Special Provisions shall govern over all
other Contract documents.
1.03 LINES AND GRADES
The Engineer will be responsible for Construction Engineering and initial layout of
benchmarks, as required. It will be the contractor's responsibility to stay on grade using
existing benchmarks.
The Contractor shall furnish all M�terials and labor and all scaffolding, tools, machinery,
equipment, appliances, supplies, transportation, and other things and services ofevery
kind necessary Uzperform and complete the Project. The Contractor shall beexclusively
responsible for supervision of the Project, all aspects ofsafety atthe Project site and the
performance oƒwork under the Contract.
PROTECTION OF EXISlONKSSEWERS, PIPES AND DRAINS, AND CONDUITS
`
The Contractor, without extra charge, shall do everything necessary hmprotect, support
and sustain all sewers, gas or water mains, service pipes, electric power and telephone
poles or conduits encountered in the course of the work, regardless of by whom owned.
Whenever ogas main, water main, sewer ovdrain pipe, electric conduit,
conduit, orany other underground utility line exists insuch alocation that it interferes
vvith, or will be interfered with by permanent structure or pipe line to be built uRder this
(�mntn]Ct.the [)vVn8rwill arrange for ittobamoved tna|onobonthat wiUclear the
permanent structure Orpipe line atnoeXpenaotothe Contractor.
VVhen i ro8esmoin.vvatormoin.oewxerordranpi .ek*ctricoonduU.heleohone
conduit or any other underground utility line lies within the measurement limits for
excavation as defined in the Contract documents, but not in such.a location that it
interferes with or will be interfered with by a permanent structure or pi pe line
to be built under this Contract, the Contractor shall support, remove and replace, or
relocate the same asshown onthe [}rovvingm. The price for such work shall bnincluded
in the lump sum or unit prices set forth in the proposal; no extra charge for it will be
Should the Contractor excavate beyond U)erneanurernont|irnitafor excavation as
-dgfiDgdiDthe Contract documents, and should utility lines orservices b8pnanentinthe
space outside the measurement limits, and damage to or removal, replacement or
relocation ofthe satisfaction nftheir owner atthe Contractor's expense.
Overhead wires or cablesshall be protected from damage by the operation nfthe
Contractor's equipment. Should dbenecessary to move. overhead mhnes.inorder to
carry onthe work expeditiously with appropriate equipnlwnt,dheCxwnerwiUorrangefVr
this to be done at no expense to the Contractor.
The Contractor shall give advance written notice to the Owner, the Resident
,Representative and the owners of the utility lines and services as to the locations
wherein heplans tnduconstruction work, and aobnthe lines and services Which the
Contractor deems necessary to'have.moved in accordance with the preceding
paragraphs. Ample time shall be. given the owners of utility lines and services to make
arrangements for providing temporary service h]their customers.
Nothing in the preceding panag. pheshall beconstructed borelieve the Contractor from
/P�ponsibU��ra�d8m�8.d�o�any �� o��Ub0v���or�rany
ir�nnptiOnofany utility service due to his. own negligence. If any such damage or
interruption occurs, the Contractor shall take such emergency actions as may be
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appmpriat&andpromptly notify the owner of the service involved as to what has
1'06 PROTECTION OF EXISTING STRUCTURES
The Contractor, without extra charge, shall shore upand protect buildings, bridges,
pavements, and public or private structures which may be endangered in the
prosecution orthe Project and shall repair and make good any damages caused zoany
' such ppopedy`byreason -of his negUgen except -that lumber - or-Steel.-s h eet- piling.
required by the Drawings or ordered by the owner to be left in place as permanent
supports for these structures shall be paid for at the price stipulated for sheeting and
shoring left inplace.
1'07 PROTECTION AND STORAGE {]FMATERIALS AND EQUIPMENT
Before, during, and after installation, the Contractor, without extra charge, shall furnish
and maintain satisfactory protection for all Materials against damage, whether caused by
weather, flooding, breakage Orotherwise.
Materials, tools and equipment required for the Project nnaybetoo|sandequipmentoha/|
bestored neatly and compactly and insuch amanner astocause the least
inconvenience and hazard hnthe adjacent property owners and bot8af5c.
|fthe Contractor desires additional space for the storage ofMaterials and equipment, he
shall obtain such space his own expense, and the Owner shall not be responsible for
any damage tosuch space.
1.09 SAFETY REQUIREMENTS
Any construction under the Contract shall be performed in accordance with the "Specific
Safety Requirements nfthe Industrial Commission ofIndiana Relating hoConstruction"
published bythe Indiana Occupational Safety and Health Administration.
The Contractor and all subcontractors and material men for and part of the Contract
work shall not requirelaborers urmechanics employed iVthe performance ofthe
Contract to work in surroundings or under working conditions which are unsanitary,
hazardous ordanQerou's totheir health nrsafety. The Contractor and subcontractor
shall comply with the Occupational Safety and Health Act of1970during the conduct
performance onand inconnection with this Project. Said compliance shall include
observance with the Safety and Health Regulations for Construction as issued by the
Secretary ofLabor and as set forth inTitle )CX|X.Code ofFederal Regulations, Chapter
}8J||.Part 1S28asthey are now inexistence and eamay behere in -after amended.
Whenever any'public road or street is wholly or partly closed or obstructed, or a hazard
is created therein, and wherever any condition existing during the performance of the
Project creates ahazard bothe safety mf persons orproperty, public nrprivate, The
Contractor, without extra charge, shall provide, tnthe full extent reasonably required
to vva[n and protect against the hazard, suitable markers, reOectors, traffic controls,
flaQmon.o/other aofeguards.q!osuitable and effective combination nfsome o/all of
such safeguards.
Whenever any traffic controls ortraffic control devices are used, they shall conform to
the requirements of the current edition of the "Indiana State Highway Commission Safety
,Manual".
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The Contractor shall assume responsibility for all accidents with' to the Project
and shall indemnify and protect the Owner, the Engineer and the Resident
Representative from all claims, suits, liabilities and cost arising out ofany injury toUhe
� person orproperty ofanother resulting from neg|'eDoeinthe performance Ofthe Project
or in caring for the same or from any inferior workmanship or inferior Materials
incorporated inthe Project.
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The Contractor shall keep inhis office, ready for immediate use, -all / / necessary
' for giving first aid h}the injured. Mashall also have standing arrangements for the _
immediate removal and hospital treatment ofanyone who may boinjured ontheProject
1.11 SANITARY MEASURES
The Contractor, without extra change, shall maintain adequate sanitary conveniences for
the use Ufall persons connected with the Pn]eoL All such conveniences shall atall
times basatisfactory tothe, local health authorities. All persons nonneotedwith the
Project shall be obliged to use them. Any employee ofthe Contractor orany Sub-
contractor founq violatingthis provision shall bedischarged and not again employed
without the written consent of the Owner.
1.12 INTOXICATING LIQUORS/ILLEGAL SUBSTANCES
The Contractor shall neither permit nor suffer the introduction or, use ofintoxicating.
liquors orillegal substances upon orabout the site nfthe Project.
1'13 ACCESSTOWORK
The Contractor shall provide the Owner, the Engineer, the Resident Representative,and
representatives of interested local, state or federal agencies with access to, and proper
facilities for the inspection of, the Project during construction.
1-14 CLEANING UP
Aethe work progresses, the Contractor, without extra charge, shall; tear down and
remove all temporary structures built by him; remove all construction equipment and
surplus materials; repair and replace all parts existing embankments, fences or other
structures which were removed or damaged by his operation; restore and clean al[
channels, drains, manholes, andnoiecmUaneouseppurtenantstructures;removea||
rubbish; and put the site generally iDaneat and orderly condition.
Where sewers, dnaina, water lines, etc. are constructed in streets, roads orother. public
hght-of-way.and through private residential property, onthe work progresses the
Contractor shall without extra change, remove all excess excavated materials and
excess construction 0ateho|u..keep d[aina-opan.roadways and driveways open,
trenches completely backfillied and the site generally in a neat. and orderly condition.
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1.15 QUALITY {JFMATERIALS
All Materials shall bethmbest oftheir raspeot�eNnds. The Contractor sh8UQ�ethe
Ovvnnradvance data hothe kind and quality nfMaterials hobeused. The Owner may
require any Materials bobetested bymeans nfsamples orotherwise. When required,
the testing of Materials shall be done by an independent testing laboratory in accordance
with standards of the American Society for Testing and Materials or as.stipulated in -the
Specifications. Such testing and the transportation ofsamples shall bepaid for bythe
- '-
OvvnoFbuttheConhaotor.vvithoutextna-fahepge'shall. furnish- the -samples �and '-prepare ,
and box thom.forshipment tothe laboratory.
The Contractor shall not incorporate inthe Project any Materials for which teutsama
' required until the tests have been made and the Materials found acceptable and in
, accordance with the Specifoadunn. Rejected materials shall be removed from the site
immediately and shall not be incorporated in the Project.
1'16 QUALITY OF WORKMANSHIP
All employees shall be skilled and experienced in the techniques of the trade in which
they are working. The completed work shall reflect workmanship commensurate with
the foregoing requirements.
1.17 DEFECTIVE MATERIALS QFWORK
'
Should any Materials or work be discovered which do not comply with the contract
documents, then, regardless of whether such Materials or work previously have been
inspected or approved, such Materials or work shall be removed, replaced, repaired or
otherwise remedied atthe Contractor's expense.
Should defective Materials orwork be suspected and the Owner sorequire, the
Con -tractor shall uncover, take down, ormake openings inthe finished work @dsuch
points asthe Owner designates for the purpose ofallowing and examination nfsuch
Materials orwork. Should Materials orwork thus exposed and. examined prove
satisfactory,. the uncovering, taking down or making of openings, replacing of the
covering and making good of parts removed shall be paid for by the Owner; but should
the Materials or work examined prove unsatisfactory, the uncovering, taking down or
making of openings, replacing and making good shall be at the Contractor's expense.
The inspection orapproval ofMaterials orwork shall not relieve the Contractor from any
of his obligations to fulfill the Contract as herein prescribed.
1.18 UNEXPECTED SUBSURFACE CONDITIONS
If the Contractor encounters subsurface or latent conditions at the site.which differ
substantially from those which reasonably could have been anticipated from acareful
examination ofthe site, the Drawings and SpedfimaUonSand any test boring data
obtained by or made available to the Contractor, adjustment for any resulting increase or
decrease in the amount of work to be performed by the Contractor shall be made under
Section 1.22 of these General Requirements.
�1Br PAGE' ' 7
1.19 CHANGES @NTHE PROJECT
'
. .
IfUhe{}mnevdesires[o!n8k8GDyChanQeninthe|ine'Orade,di{neDoiOOs.M8tahekS.plaO
orany other aspect nfthe, Project itmay doso provided only that such changes,iDthe
aggregate, donot change the total Contract price by more than twenty i20\percent.
Adjustment of the Contract price for such changes shall bemade under Section122 of
these General Conditions. Nochange inthe Project diminishes the quality ofwork
to be performed under the Contract shall entitle the Contractor to claim any damages,
----------'' ----whothmpforon#ej abad-ppn§bs+opathenwien.--'----7---'----------.-,--''-- ------'-----'-
1L3O PARTIAL ESTIMATES
The Contractor shall, by such day of each calendar month as is mutually agreement to
. the Contractor and the DwDer,,make anapproximate estimate ofthe quantities and
�
prices ofthe labor furnished and the K8ateho|sjncoqporahadinto the Project orstonadnn
the site during the previous calendar month and forward such estimate to the Resident
F<epnanentaUVa- More frequent estimates, mdthe Vpbonofthe Owner, may bomade at
any time during the progress ofthe Project. The Resident Representative shall promptly
review monthly estimates and advise the Engineer of how munch thereof he approves.
The Engineer, intuin.shall promptly review such estimates and advise the Owner of
how much should bepaid on. For such purposes, the amounts approved for items
of work performed shall not exceed the Contract prices of such work less five (5) percent
allowance for uncompleted site cleanup.
Partial payments to the Contractor for labor performed and Materials furnished shall be ,
made otthe rate ofninety-five /95\percent nfthe estimate submitted bythe Contractor
and approved by the Engineer. Materials furnished but not installed shall bepaid for at
the rate of ninety-five (95) percent and may not thereafterbe removed, but the
Contractor shall remain responsible for the protection thereof.
The Owner shall pay the Contractor monthly, the difference between the
amount ofeach monthly estimate which has been approved by the Engineer and the .
sum of the retainer.stipulated below and any other amounts which the Owner is
aUthohzed.bythe Contract toWithhold. The making Ofany monthly payment shall not be
taken or construed as approval or acceptance by the Owner or any work included in the
estimate upon which such payment isbased.
1.21 PRE'FINALAND FINAL ESTIMATES AND PAYMENTS
As. soon aspracticable after the -comp|etion of work under the Contract, the Engineer will
make aninspection ofthe Project. Ifthe Project oppeorstobe acceptable,the Engineer
will recommend tentadveacnootoncethereOf@ndnnak88pre-Dna|aStnlatpufthe
on}ountlofwork done b}the Contractor based onquantities and prices subnli�edbythe
Contractor. Upon such pre -final estimate being certified in xVhUnQbJthe [JvvDerbythe '
Engineer, the owner will pay the Contractor all of the monies owing to him under the
Contract, except the retainer stipulated in Section 1.20 which will be kept for thirty (30).
days after the date ofthe pre -final estimate.
Upon the expirationofsuch thirty /3O\day period, providedthat dappears upon further `
inno�oUVnandoe��notonbvthe Engineer that the Contns��has been f�thfuk/
� the Owner will pay tothe Contractor #�e whole sun) retained ursuoh pad '
` ' `
'
^ ' `
8
�
PAYMENT FOR AUTHORIZED EXTRA WORK.- -REOUCT|ONS{NPAYMENT FOR
DELETED WORK
Extra work shall bepaid for, and reductions inpayment for deleted vvorkohaU'bemade,
at- the unit prices.set forth in the proposal, to the extent applicable, or if no unit prices are
applicable and agreement cannot bereached, then the amount shall be determined as
A. Ifthe work is performed bvUh*Cun\nactnc
1Actual onnt of K4ate[oka used.
Fquo 2 Payroll cost ofdirect labor, including prorated share ofthe payroll cost of
foreman vvhopo�onnduUe�inadd�o�hoUlos�n»kabadhmthe vvorkinvo�od.
PI us 3' Twenty (20) percent of A and B, above to cover direct a nd indirect overhead,
use ofsmall tools and profits.
°
Fqua 4. Equipment rentalaadefined below.
`
B. If the work isperformed bvaSub-controctoc
,
1. The Sub -contractor's price shall not exceed the sum of item /\ B. C. and D.
Pius 2. Ten /1O\percent ofA`above, tocover the Contractor's direct and indirect
overhead and profits. Rental ofequipment shall include all operating
expenses and shall not exceed the rentals listed inthe latest edition ofthe
Associated Equipment Distributors' Rental Schedule.
The Engineer will certify to the Owner for payment all duly authorized extra
work which has been performed bythe Contractor inaucordancevviththe
terms ofthe Contract and. any supplementary agreements which may apply.
Daily records shall be kepi by the Contractor for all Materials, labor and
equipment used onauthorized "cost plus" extra work; these records shall bn
presented tothe Resident Representative for ohnckinQpurposes before
noon ofthe day foUovvingthat onvvhiohthe K8�teha|s.labor and equipment
were used.
1.23 THIRD PARTY CLAIMS FOR LABOR, MATERIALS AND DAMAGE
The Contractor shall, from time totime, asrequired bvthe Owner, furnish the Owner
with satisfactory evidence that all persons ' who have done work or furnished Materials
under the Contract or have suffered damage on account of the Contractor's operations
have been fully paid O[secured. The Owner does not hereby assume any their claims
out of funds due or that may become due to the Contractor.or out of its own funds.
'
-
EXH.1 BIT PAGE OF
` y�
'
' ' ,
SECTION 2 - SPECIAL REQUIREMENTS
2.01 DESCRIPTION OF WORK
Genera!
This project involves improvements to the Richmond Fire Department Training Facility.
The work is being done in anticipation of receiving a new confined space training prop,
_. _._ _.-_._ _—__.__.and-to-improve-exisfirrg-infrastructure-at-the-training-facility—Tfi�e-project-consists-of. & I -
SY of new concrete building pad, a 480 ft. long x 20' wide gravel drive that loops the new
confined space training area, 9 SY of new concrete drive apron to additionalstorage
containers, 6 concrete piers to act as foundations for new storage containers, 11 SY of
new concrete sidewalk, and site grading and seeding to facilitate drainage.
SPECIAL CONTRACT CONDITIONS
2.02 EXISTING FACILITIES ACCESS
A. The Contractor shall be responsible for maintaining access to existing businesses
and residences during the construction period. If access is temporarily disrupted, the
Contractor shall be responsible for providing ingressle,gress from, properties.
B. It is the responsible of the Contractor to notify property owners of any disruption if
any normal use of property by its owner. .
C. Contractor will. maintain traffic at all times.
2.03 CONSTRUCTION WATER
Construction water will be responsibility of the Contractor at no cast to the Owner.
2.04 CONSTRUCTION POWER
The Contractor shall be in responsible for his electrical power requirements during
construction.
2.05 UTILITY NOTIFICATION & LOCATES
The'Contractor shall notify all utilities, and shall have all utilities located prior to any .
excavation.
EXHIBIT � PAGE t�. OFF
10
.', .. ,.^
�
SECTION 3-EXECUTION
`
3.01 PREPARATION
The Contractor shall accept the site eoh*findsitand shall doall work. as specified on
the drawings and implied thereby.
' 3.02
��- PROTECTION -
A. Locate, identify, and protect utilities that remain, . rndemage.
' B. For areas outside of the construction limits, protect trees, plant growth and features
oofinal landscaping. For the area designated aaconstruction limits, protect and
preserve trees and plant life unless designated hoberemoved. Provide fencing
around the trees nrshrubs b/remain atsufficient distance away and sufficient height
sotrees and shrubs will not bedamaged inany way asapart nfthis work.
'
C. Protect benchmarks, survey control points and existing structures from damage or
displacement.
'^
D. Protect ax�UnQaun*�/reference pV|n�from dornageordisturbance, iAdud)ngbut
not limited to: section corners, bench marks, property pins, and other horizontal and
vertical reference markers. The contractor shall baresponsible for contacting the
governing authority for each reference point inadvance ofdisturbing the reference.
The Contractor shall coordinate rahavono)ng of the reference point with the governing
authority and shall be responsible for all costs associated with preserving or re-
establishing any reference points disturbed by construction. In addition. the
Contractor shall be responsible for hiring a licensed land surveyor to replace any
property pins disturbed during construction.
E. Protection of persons and property.
1. Barricade open depressions and holes occurring ampart Ofthis work, and
.post warning lights onppopertvadmonrdhoorvithpub|ioaccano.
`
'
2. Operate warning lights during hours from dusk tndawn each day and as
otherwise required.
'
3. Protect structures, utilities, sidewalks, pavements, nnd other facilities from
damage caused,byaettlennent lateral undermining, washout, and
other hazards created Dyoperations under this Section.
F. Use means necessary hoprevent dust becoming anuisance tothe uubUc ho
ne' hbors.and to othervvorkbeing performed on or near the site.
G. Maintain access to the site at all times.
12
«
`
2.06 CONSTRUCTION SEQUENCE
'
A. The Contractor shall schedule his work with the Owner when his operationnlay
afh*cttheoponatknnmfcity emergency vehicles and traffic. '
B. Prior to commencing the work, the hall provide the
engineer detailed
schedule Ofthe proposed work. The schedule shall include alist ottasks required to -
- ` complete the work; their relevancy to each other, expected duration and completion
--'---'---��--------d�bas�----'-----------�------------'-- ---'` --_- __-___---_ - -_ ____
C. SCHEDULE: The Contractor shall beqin work as soon as possible once being given
notice to proceed. The dates and duration of the work will be determined prior to
- contract signing and will b8set out iDthe contract. A$5DDU per d~penalty will be
^ assessed ifconstruction goes beyond the completion date.
Once construction begins, adjustments will be made as necessary for inclement
-- weather conditions that affect completion nfthe project.
2.07 PROJECTPROGRESS 80EETING `
$
If required, it shall be the responsibility of the Contractor to have a representative
present ateach meeting. The meetings shall beheld mScalled bvthe Engineer for
construction problem solving orchanges inscope. .
2.08 OVERRUN OFCONTRACT QUANTITIES
'
Any and all changes to the original contract must be substantiated as to why it was not
covered within the original scope oJthe bid. The Fire Chief and Engineer will meet atthe
site with the Contractor to review. If a change to the contract is needed, a written quote
- must be submitted to the Fine Chief to obtain appropriate mpp[OVa| before the actual work
takes place.
2'00 SUBS|DkARYWORK '
Any minor work not itemized will beconsidered subsidiary tothe project. Noseperate
payment will be made for this work
2.10 PRE -BID CONFERENCE
All bidding Contractors may attend a pre -bid conference as advertised.
2-11 CONSTRUCTION LAYOUT
Construction layout and staking will be completed by the Engineer. |twill b*the
responsibility of -the coto maintain this staking throughout the project.
'EXHIBIT 4�_L PAGE
'
4.06 GENERAL EXCAVATION
A. Excavation shall bSperformed hvany practicablemethod consistent with the
integrity and production of the works and neighboring structures, workmen and the
public. Topsoil shall baseparately' removed and stock piled for nauae.
. '
B. All excavation, except where necessary totunnel, bore orjack under roads,
� rai|roada.�trgeroots and other obstructions within the limits indicated unthe Plans, `
-----' '--— openfrom the .-Tunnelingorboring- under -trees'ahaU'be- - — --
nons/UeneUanmcidenta|tomznsho:tionandwiUnodbecnnsideradanoaunafor
request for additional payment.
C. Fo
reign mat
erial boulders, ebc,which obstruct the excavation, shall beremoved. Such material found
at the bottom of the excavation shall be removed and the foundation restored with
approved materials.
D. The excavation shall bekept dry during work. The Contractor shall provide all
materials and provide and operate all equipment necessary to remove all water that
may beencountered inthe construction ufthe project wi1houtoddiUVna|Ipoynnmnt
�therefore. The (�on�antorshall beresponsible for all darheges caused byhirndue b}
inadequate or improper protection.
4.07 COMPACTION:
A. Control soil compaction during construction providing minimum percentage
-of density specified for each area classification asindicated below.
B. Compact each layer ofmaterial inb"lifts ad95%maximum
density for cohesive rnGhehm| orS596 relative density for cVheoion|oaa material, using
mechanical compactor (oachieve desired compaction. Under nocircumstances
should abulldozer nrother similar tracked vehicles beused oscompacting
equipment. -
C. Compact top 6"nfsub-grade and each layer ofbmckfiUor
fi|| material at85% nnoxinnunn density for cohesive soils andg0% relative density for
cohesionless soils.
4.08 GRADING:
A. Uniformly grade areas within limits Ofgrading under this section, including
adjacent transaction areas. Smooth finished surface within specified tolerances,
compact with uniform levels or slopes between points where elevations are
indicated, Orbetween such points and existing grades. �
'
Finish surfaces free from irregular surfacd changes, and as follows-.
�
B. Finish areas toreceive topsoil howithin not more than O.1O'
above orbelow required sub -grade elevations.
'.
C. Walks: Shape surface nfareas under walks toline, grade, @ndornos-meodo with
finish surface not more than 0.10' above or below required sub -grade elevation.
'
�PAGE |4
'
SECTION 4 - EARTHWORK
4.01 DESCRIPTION OF WORK
The Contractor shall perform all excavation and backfilling necessary to complete the
work. This shall include the excavation of earth and rock, removal and disposal of .
unsuitable material, dewatering, placement of suitable'fill and backfill material and the
restoration and final grading for all earth surfaces.
4.02 WORK WITHIN RIGHT-OF-WAYS
A. Where the governmental bodies having jurisdiction of the status or right-of-ways
have specific specifications relating to the requirement and if these specifications
impose further limitation on the work, they shall also be met as the required work
standard.
B. During all operations of the Contractor in the streets and roadways, the Contractor
shall maintain barricades, lights and warning'signs as requires by the agency having
jurisdiction.
4.03 WORK WITHIN EASEMENTS
During construction within any easements, the Contractor shall confine himself to the
limits shown on the Plans. He shall notify property owners in advance of moving
equipment on easements and use of the access.routes which will be designed by the
Owner. The Owner will cooperate in working out the details of access. The topsoil over
the trench shall be removed and carefully replaced upon completion of the work. The
backfill of the trench in the easement may be left slightly high to provide for any slight
residual settlement. Any trees, shrubs, or bushes removed shall be replaced to the
satisfaction of property owner.
4.04 SOIL BORINGS
The Owner will work with the Contractor on obtaining soils information from others who
have worked in the area and will assist with boring locations as needed.
4.05 GRANULAR MATERIAL
A. Where granular material backfill is required and specified, the material shall be as
defined per the standard drawings for this project.
B. Backfillingrequirements as per the standard drawings for this project.
FEH1131T PAGE �,S
I3
5.03 REINFORCING MATERIALS.
A. Reinforcing Bars: ASTM A 615, Grade 60 deformed
B. Welded Wire,Fabric: ASTM A 185, welded steel wire fabric.
C. Supports for, Reinforcement: Provide supports for reinforcement including
bolsters, chairs, spacers and other devices for spacing, supporting and fastening
and -welded wire fabric in.place., Use wire -bar typesupports
complying with CSI specifications, unless otherwise directed.
D. Fiber Reinforcement: Use polypropylene concrete fiber reinforcement for concrete
similar to* Fabcrete Concrete Design Systems or Engineer Approved Equal.
,.5.04 CONCRETE MATERIALS:
A. Portland Cement: ASTM C 150, Class "A", unless otherwise acceptable to
Engineer.
B. Normal Weight Aggregates: ASTM C 33, and as herein specified. Provide
aggregates from a single source for exposed concrete.
C. Water: Potable.
D. Air-Entraiding Admixture: ASTM C 260
1. Available Products: Subject to compliance with requirement, products which
may be incorporated in the work include, but are not limited to the following:
a. "Sika Aer": Sika Corp.
b. "MB-VR or MB-AE": Master Builders,
c. "Dorex AEA": W.R. Grace,
d. "Edoco 2001 or 2002": Edoco Technical Products.
E. Moisture Barrier: Provide moisture barrier cover over prepared base material
where indicated. Use only materials that are resistant to decay when tested in
accordance with ASTM E 154, as follows:
Polyethylene sheet: not less than 6 mils thick..
F. Non -Shrink Grout:
I Available Products: Subject to compliance with requirements, products which
may be incorporated in the work include, but are not limited to the following:
a. Non -Metallic:
i. "Mastei1low 713": Master Builders,
ii. "Sonogrout": Sonneborn-Contech,
Ill. "Euco-NS": Euclid Chemical Co.
iv. "Crystex": L&M Const. Chemical Co.
v. "Sure -Grip Grout": Dayton Superior Corp.
vi. "Horngrout": A.C. Horn.
EXHIBIT —PAGE LLOF�Q
.
`
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[�. Shape surface Ofareas under pavement b}line, grade and oro3S-
ection.with finish surface not more than . above nrbelow requiredsub-orede
elevation. '
4.09 MAINTENANCE:
A. Protect newly graded areas from traffic and erosion.
_'--_-'_�-Kce ah'aodckebda___--
`
B. Repair and re-establish grades insettled, eroded, and rutted areas b)specified
bn|onsncea.
SECTION 5-CONCRETE
5.01 GENERAL '
A.All concrete sla���|�nQ�d'd��ap��.a��e��)shaU�4��[
Class "A", UrnestonaConcrete with Gx8-1010wire mesh. Wire mesh shall have a
�
O^ nn|ni0unn lap.
B.. All cmnorBba piers shall be 4000 PS[ Class "A", Limestone Concrete with fibers.
C. The extent ufconcrete work is shown on drawings and includes the nonstnuction,
repair, orreplacement nfcurbs, nidevvo|ka, alleys, and driveways. it also includes
the replacement of any structure.
D. Codes and Standards: Comply with provisions offollowing codes, specifications
and standard, except where more stringent requirements are shown mspecified:
o. /\C( 301 "Specifications for Structural Concrete for Bui|dings".
b. AC| 318"Bui(ding Code Requirements for Reinforced Concrete".
c. Concrete Reinforcing Steel Institute, "Manual ufStandard Pnschoo"
� E. Materials and installed work may require testing, and retesting oadirected bvthe
Engineer, Edany time during progress ofwork. Allow free access homaterial
stockpiles and facilities. Tests, including retesting nf rejectedmaterials and installed
work shall bedone otContractor's expense.
5.02 FORM MATERIALS:
A. Forms for Exposed Finish Concrete: Unless otherwise indicated, construct
` formwork for exposed concrete surfaces with plywood,metal, metal -framed
faced orother acceptable panel -type materials, toprovide continuous straight,
smooth, exposed surfaces. Furnish inlargest practicable sizes tominimize number
oF'oinbaand to conform to joint system shown on drawings. Provide form mobmrie|
with sufficient thickness to withstand pressure of newly placed concrete without bow
ordeflection. .
B. Forms for Unexposed Finish Concrete: Form concrete surfaces which will be
` 'unenpoSadin0nishedmtruntunovithp|yvwood.|uMnber,nneba|orotheraocoptob|e
nnobaho(. Provide lumber dressed nn.atleast 2edges and one side for tight fit.
. 15
�
b. Moisture -Retaining Cover: One ofthe following, complying with /\STM
C171:
'
- i Waterproof paper
ii Polyethylene film
- -
iii. p'.
G. Design mixes hoprovide normal weightooncretevvithUne following properties and
i on drawings schedules:
-- _— -
1` 4000PS| connpresaive- noth.un!aasotharwiseooecified.
2. Slump Limits: Proportionand design mixes toresult inconcrete slumps ao
fn|kzvvs:
' a. Walls: Maximum
' 4^Slump
b. Sidewalk and Paving: Between 2-1/2" to 3-1/2" Slump
c Curb and Gutter: Maximum 2"Slump mapproved by engineer.
� 5.0G EXECQ '
'
`
A.' FORMS
*
1. Design, erect, �uppo�.brace and noanLo�fnrmvxorkhamuppo�verhca|and
lateral loads Uhcdmight beapplied until such loads can bosupported byconcrete
structure.
2.Construct formwork so that concrete members and structures are of correct size.
shape, alignment, elevation and position.
3. Avoid shock damage hocast-in-placeconcrete surfaces and adjacent materials
by designing formwork to be readily removable without impact.
B. PLACING REINFORCEMENT:
`
1. Comply with Concrete Reinforcing Steel institutesrecommended practice for '
"Placing Reinforcing Bars", for details and methods of reinforcement placement
and supports, and asherein specified. `
2. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials
which reduce nr destroy bond with concrete.
3. Accurately position, support and secure reinforcement against displacement by �
formwork, construction, orconcrete placement operation. Locate and support
reinforcing by nnata| oheina, runners, bo|atera, spacers, and hangers as required.
4. Place reinforcement toobtain at least minimum coverage for concrete protection.
Arrange, space and securely tie bars and bar supports to hold. reinforcement in
position during concrete placement operations. Set wire ties soends. are
. directed into concrete, not toward exposed concrete surfaces.
5. Install, welded wire fabric in as long lengths as practical. Lap adjoining pieces at
least one full mesh and lace splices with wire. Offset end laps in adjacent widths
to prevent. continuous laps in either direction.
C. CONCRETE PLACEMENT:
1. General: Comply with ACI 304: "Recommended Practice for Measuring, Mixing,
Transporting, and Placing Concrete," and as herein specified.
. ... ... ....... ... ------
2. Deposit concrete continuously or in layers of such thickness that no concrete will
be place on concrete that has hardened sufficiently to cause the formation of
seams or planes of weakness. If a section cannot be placed continuously,
provide construction joints as herein specified. Deposit concrete as nearly as
practicable to its final location to avoid segregation.
3. Cold Weather Placing: Protect concrete work from physical damage or reduced
strength which could be caused by frost, freezing actions, or low temperatures, in
compliance with ACI 306 and as herein specified.
4. Do not use frozen materials or materials containing ice or snow. Do not place
concrete on. frozen sub grade or on sub grade containing frozen materials.
5. Do not use calcium chloride, salt and other materials -containing antifreeze
agents or chemical accelerators, unless otherwise accepted in mix designs.
D. FINISH OF SURFACES:
1. Non -Slip Broom Finish: Apply non -slip broom finish to exterior concrete
. platforms, steps and ramps, and elsewhere as indicated.
2. Immediately after trowel finishing, slightly roughen concrete surface by brooming
with fiber bristle broom perpendicular to the main traffic route. Coordinate
required final finish with Engineer before application.
E. CONCRETE CURING AND PROTECTION:
1. General: Protect freshly placed concrete form premature drying and excessive
cold or hot temperatures.
2. Start initial curing as soon as free water has.disappeared from concrete surface
after placing and finishing. Weather permitting, keep protected against wind and
rapid drying for at least seven (7) days.
3. Begin final curing procedures immediately following initial curing and before
concrete has dried. Continue final curing for at least seven (7) days in
accordance with ACI 301 procedures. Avoid rapid drying at end of final curing
period.
4.- Curing Methods: Perform curing'bf concrete by curing and. sealing compound,
by moist curing, by moisture -retaining cover curing, and by combinations thereof,
and as -herein specified. Refer to INDOT Section 702.11 for. cold weather curing.
EXHIBIT � PAGE 1070P--1
-5. Sealing: Concrete shall be sealed in accordance with INDOT specifications and,
with the use of sealant from the INDOT Approved Materials List; reference
Appendix A of these specifications for INDOT Approved Materials List pertaining
to concrete sealers.
6. Curbs: Provide monolithic finish to interior curbs by stripping forms while
concrete is still green and steel -troweling surfaces to a hard, dense finish with
-corners intersections and terminations slightly rounded.
-- - _.
F METHOD OF MEASUREMENT
For design and, production concrete will be measured by the Lump Sum for
placement to the lines, grades and dimensions as shown.
G. METHOD OF PAYMENT
Payment for concrete shall be made as indicated on the bid and as shown on the
plans. Payment shall include all materials, equipment, hauling, compaction, labor
and incidentals necessary to complete the. work.
t
SECTION 6 - TESTS, GUARANTEES, ACCEPTANCE
6.01 ACCEPTANCE/GUARANTEES
A. All surplus material and trash shall be cleared and removed from site.
B. All work is to be guaranteed for a period of 52 weeks after acceptance.
APPENDIX "A'
Following obtained'from http://www.in.gov/i6dot/div/mt/appmat/pubs/aPI23.pdf
January 27, 2017
PCC CURING -SEALING MATERIALS .
Specification Reference: 702.22 & 912.02 SM Material Code: 912M00160
---- -Test results-indieate-that when the -following materials-are-used-in-aecerdanee-with-the- - -
manufacturer's recommendations, the curing -sealing material will be acceptable. .
Mat.
Gode
Source
Code
Manufacturer
.Product. Name
Approval.
Number
Comments
9613
9601
CHEMMASTERS
W048007
PRODUCT
TEXTUREDOT
CONTAINS A .
MASONRY COATING
IN ACCORDANCE
WITH RECURRING
SPECIAL
PROVISION 728
Applicatiog Rate
50 sft/ al 1.25 m2/L
9613
9529
TEXTURED COATINGS OF
W028066
PRODUCT,
AMERICA, INC.
CONTAINS A
TEX-COTE XL 70 WITH SILANE
MASONRY COATING
IN ACCORDANCE
WITH RECURRING
SPECIAL
PROVISION 728
Application Rate
50 sft/ al 1.25 m2/1_
PLEASE PROVIDE THE FOLLOWING INFORMATION:
1. It will be the responsibility of the contractor to obtain any and all
necessary permits.
2. Earliest date your company is available to begin the project after a
contract is signed and a purchase order is issued?
3. How Tong will it take to complete the project?��
y 4. A current certificate of insurance, naming the City of Richmond as the
certificate hold, must be included with your bid.
5: Project guarantee information: lt�'
r
Company Name Date
!147
Contact Person Phone Number
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