HomeMy Public PortalAbout020-2015 - Sanitary - Rust Construction Inc. Cell 4C constructionAGREEMENT ORIGI
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THIS AGREEMENT made and entered into this _Y_ day of ftd��4, , 2015 and
referred to as Contract No. 20-2015 by and between the City of Ric mohmoh nd, Indiana, a municipal
corporation acting by and through its Board of Sanitary Commissioners (hereinafter referred to as
the "City") and Rust Construction, Inc., 418 West State Road 258, Seymour, Indiana 47274
(hereinafter referred to as the "Contractor").
SECTION 1. STATEMENT AND SUBJECT OF WORK
City hereby retains Contractor to construct City's New Paris Pike Landfill Cell 4C Liner Project,
including the Base Bid and Alternates 4, 5, 6, 7, and 8.
A Request for Bids containing Certain Specifications sent out October 12, 2014 has been made
available for inspection by Contractor, is on file in the offices of the Department of Sanitation
for the City of Richmond, and is 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 Bids is attached hereto as Exhibit "A", which
Exhibit is dated December 9, 2014, consisting of twelve (12) pages, and is also hereby
incorporated by reference and made a part of this Agreement.
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 for 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.
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 III. COMPENSATION
City shall pay Contractor a total sum not to exceed One Million Four Hundred Forty -One
Thousand Eight Hundred Fifty -Nine Dollars and Zero Cents ($1,441,859.00) for complete and
satisfactory performance of the work required hereunder.
Contract No. 20-2015
Page 1 of 6
SECTION IV. TERM OF AGREEMENT
This Agreement shall become effective when signed by all parties and shall continue in effect
until completion of the project, subject to the provisions concerning Time of Completion and
Liquidated Damages contained in the Bid Specifications, incorporated herein by reference (Final
Completion by December 31, 2015).
Notwithstanding the term of this Agreement, City may terminate this Agreement 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, the portion to be terminated.
SECTION V. INDEMNIFICATION AND INSURANCE
Contractor agrees to obtain insurance and to indemnify the City for any damage or injury to
person or property or any other 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, 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.
Coveraee Limits
A. Worker's Compensation & Statutory
Disability Requirements
Page 2 of 6
B. Employer's Liability
C. Comprehensive General Liability
Section 1. Bodily Injury
Section 2. Property Damage
D. Comprehensive Auto Liability
Section 1. Bodily Injury
Section 2. Property Damage
$100,000
$1,000,000 each occurrence
$2,000,000 aggregate
$1,000,000 each occurrence
$1,000,000 each person
$1,000,000 each occurrence
$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 this Agreement, provide the City a certificate of insurance, or a
certificate from the industrial board showing that the Contractor has complied with Indiana Code
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 COMMON CONSTRUCTION WAGE LAW
Contractor shall comply with all provisions of Indiana Code 5-16-7 Common Construction Wage
law, and shall, during all of Contractor's work under this Agreement, provide the City with
complete and accurate certified payroll documents. Contractor shall use the forms provided by
the Department of Public Work and Engineering. Such documents shall be submitted within
seventy-two (72) hours of each pay period for work completed under this Agreement. Should
Contractor fail to timely supply the City with said documents, or if the City has questions
concerning the documents submitted, City reserves the right to do any of the following:
a. Stop payments to Contractor under this Agreement;
b. Interview employees to verify wage payments;
C. Request from Contractor copies of cancelled payroll checks;
d. Report Contractor to the Indiana Department of Labor;
e. Report Contractor to the Internal Revenue Service;
f. Consider Contractor to be "non -responsive";
g. Consider Contractor to be in breach of this Agreement; and/or
h. Refuse to hire Contractor for future contracts with the city.
SECTION VIII. COMPLIANCE WITH INDIANA E-VERIFY 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
Page 3 of 6
program. 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 tenninated 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 not engaged
in investment activities in Iran. In the event City determines during the course of this
Agreement that 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 5-22-1.6.5, 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. WITHHOLDING RETAINAGE, AND CLAIMS FOR PAYMENTS
Contractor understands, acknowledges and agrees that pursuant to Indiana Code 36-1-12-13 the
City must provide for the payment of subcontractors, laborers, material suppliers, and those
performing services under a public works contractor and further agrees that in the event
Contractor fails to timely pay any subcontractor, laborer, or material supplier for the performance
of services or delivery of materials under this Agreement that the Board of Sanitary
Commissioners for the City shall withhold payments in an amount sufficient to pay the
subcontractors, laborers, material suppliers, or those providing services. Contractor further
understands, acknowledges, and agrees that the Board shall proceed with the proper
administrative procedures initiated as the result of any claims timely filed by any subcontractor,
laborer, or material supplier under Indiana Code 36-1-12-12.
SECTION XI. 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
Page 4 of 6
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 action 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;
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 terminated by the City and all monies
due or 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. Violation of the terms or conditions of this Agreement relating to discrimination or
intimidation shall be considered a material breach of this Agreement.
SECTION XII. RELEASE OF LIABILITY
Contractor hereby agrees to release and hold harmless the City and all officers, employees, or
agents of the same from all liability for negligence which may arise in the course of Contractor's
performance of its obligations pursuant to this Agreement.
SECTION XIII. 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 shalt 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.
Page 5 of 6
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.
In the event that an ambiguity or question of intent or a need for interpretation of 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"
THE CITY OF RICHMOND,
INDIANA by and through its
Board of Sanitarx Commissioners
By: ..-tX�
Sue Miller, President
&-�) V__al�
Gilbert Klose, Vice President
4t��&�
, ens, Member
Date: A 10 A /S,
APPROVEI! �46/1
/
Sarah L. Hutton, Mayor
Date:
— I;h �--
"CONTRACTOR"
RUST CONSTRUCTION, INC.
By:,///
Printed:( S°'t �• �a u )
Title:
Date: 2 y/Z,--
Page 6 of 6
% i �! x
CONTRACTOR'S BID FOR PUBLIC WORK - FORM 96
C Slate Form 52414 (R2 / 2-13) / Form 88 (Revised 2013)
Prescribed by State Board of Accounts
W
PARTI
(To be completed for all bids. Please type or print)
.Date (month, day, year): December 9, 2014
1. Governmental Unit (Owner): Richmond Sanitary District
2. County: Wayne County, Indiana
3. Bidder (Firm): Rust Construction Inc.
P. O. Box 100
City/State/ZiPcode: Seymour, IN 47274
4. Telephone Number: 812-497-2400
5. Agent of Bidder (if applicable):
Pursuant to notices given, the undersigned offers to furnish labor and/or material necessary to complete
the public works project of Richmond Sanitary District
(Governmental Unit) in accordance with plans and specifications prepared by Cardino ATC
and dated October 2014
One Million, Three Hundred Ninety Four Thousand, One Hundred Seventy Four Dollars S 1,394,174.00
for the sum of
The undersigned further agrees to furnish a bond or certified check with this bid for an amount specified in the
notice of the letting. If alternative bids apply, the undersigned submits a proposal for each in accordance with the
notice. Any addendums attached will be specifically referenced at the applicable page.
If additional units of material included in the contract are needed, the cost of units must be the same as
that shown In the original contract if accepted by the governmental unit. If the bid is to be awarded on a unit
basis, the itemization of the units shall be shown on a separate attachment.
The contractor and his subcontractors, if any, shall not discriminate against or intimidate any employee,
or applicant for employment, to be employed in the performance of this contract, with respect to any matter
directly or indirectly related to employment because of race, religion, color, sex, national origin or ancestry,
Breach of this covenant may be regarded as a material breach of the contract.
CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS
(if applicable)
I, the undersigned bidder or agent as a contractor on a public works project, understand my statutory
obligation to use steel products made in the United States (I.C. 5-16-8-2). 1 hereby certify that I and all
subcontractors employed by me for this project will use U.S. steel products on this project if awarded. I
understand that violations hereunder may result in forfeiture of contractual payments.
EXMt3iT __ PAG� E�
ACCEPTANCE
The above bid is accepted this day of , subject to the
following conditions:
Contracting Authority Members:
PART it
(For projects of $150,000 or more —1C 36-1-12-4)
Governmental Unit: Richmond Sanitary District
Bidder (Firm) Rust Construction Inc.
Date (month, day, year): December 9, 2014
These statements to be submitted under oath by each bidder with and as a part of his bid.
Attach additional pages for each section as needed.
SECTION I EXPERIENCE QUESTIONNAIRE
What public works projects has your organization completed for the period of one (1) year prior to the
date of the current bid?
Contract Amount
Class of Work
Completion
Date
Name and Address of Owner
10,500.00
Erosion Repair
2013
Hendricks Co. Commissioners, Danville, IN
92,868.00
Mine Reclamation
7-14
State of Indiana, DNR, Indianapolis, IN
110,320.00
Drainage Maintenance
2-14
Madison Co. Drainage Board, Anderson, IN 46016
2. What public works projects are now in process of construction by your organization?
Contract Amount
Class of Work
Expected
Completion
Date
Name and Address of Owner
1,332,687.00
Landfill Cell Construction
12-14
City of Glasgow, Glasgow, KY 42141-2602
EXHIBIT A PAGE -J_OF_�
3. Have you ever failed to complete any work awarded to you? NO if so, where and why?
4. List references from private firms for which you have performed work.
See attached List - Waste Management
-Heritage Environmental
-Rumpke of Indiana LLC
-Goecker Construction
SECTION II PLAN AND EQUIPMENT QUESTIONNAIRE
1. Explain your plan or layout for performing proposed work. (Examples could include a narrative of when
you could begin work, complete the project, number of workers, etc. and any other information which you
believe would enable the governmental unit to consider your bid.)
Work will be completed using usual and customary construction practices as directed in
the plans and specifications.
2. Please list the names and addresses of all subcontractors (i.e. persons or firms outside your own firm
who have performed part of the work) that you have used on public works projects during the past five (5)
years along with a brief description of the work done by each subcontractor.
See attached list.
EXH113l7 PAGE 3 0i=
Rust Construction Inc.
SECTION I
4 References - Private Firms
John Hattersley
Rumpke of Indiana, LLC
10795 Hughes Road
Cincinnati, OH 45261
513-851-0122x3162
513-825-4983 FAX
Cell 5 & Cell 5 Piggback Liner System 2008
Cell 71-iner System & Cell 1& 2 Final Capping 2012
_ Cell 8 &9Liner System & Cell 3 Final Capping 2013
Twin Bridges Landfill, Danville, IN
Mass earthmoving & construction of Cell 7& Cell 8
2001-2002
Mass earthmoving,cell constr.,soccer fieid,airfield
2004
Mass earthmoving,cell constr.
2006
Mass earthmoving,cell constr.
2009
Mass earthmoving,cell constr.
2010
Lawrenceville Landfill, Lawrenceville, IL - Celt construction
2001
Liberty Landfill, Monticello, IN - Cell construction 2003
Bill Berry 765-435-2704
Heritage Environmental Services, LLC 766 435-3716 FAX
4370 West 1275 N
Roachdale, IN 46172
Roachdale Landfill, Roachdale, IN Year
Mass Earthmoving and Cell construction 2004
Mass Earthmoving and Cell construction 2006
Mass Earthmoving and Cell construction 2014
Robert Goecker
Goecker Construction Inc.
540 E B Avenue
Freeman Field
Seymour, IN 47274
Commercial Building Site Prep -parking lot -roadway
Commercial Building Site Prep. & parking lot
SECTION If
2 Subcontractors
Lee Taylor
Taylor Geosynthetics
P. O. Box 27
Danville, IN 46122
Provided and installed geosynthetic liners for landfill cells
812-622-4760
Year
2007-08
2010,11,12,13
317-209-1903
317-209-1905 FAX
EXHIBIT PAGE �OF !�1
Loudermilk Contracting 812-726-4474
2048 N Loudermilk Rd.
Vincennes, IN 47591
Seeding of large scale projects
Myers Sod Farm LLC 812-525-8261
1519 E. Co. Rd 600 N
Seymour, IN 47274
Seeding of large scale projects
King's Trucking & Excavation, Inc. 812-522-6973
9804 E. Co. Rd. 600 E
Seymour, IN 47274
Excavation & Clearing
3. If you Intend to sublet any portion of the work, state the name and address of each subcontractor,
equipment to be used by the subcontractor, and whether you will require a bond. However, if you are
unable to currently provide a listing, please understand a listing must be provided prior to contract
approval. Until the completion of the proposed project, you are under a continuing obligation to
Immediately notify the governmental unit in the event that you subsequently determine that you will use a
subcontractor on the proposed project.
4. What equipment do you have available to use for the proposed project? Any equipment to be used by
subcontractors may also be required to be listed by the governmental unit.
See attached list.
5. Have you entered Into contracts or received offers for all materials which substantiate the prices used in
preparing your proposal? If not, please explain the rationale used which would corroborate the prices
listed.
Yes.
SECTION ill CONTRACTOR'S FINANCIAL STATEMENT
Attachment of bidder's financial statement is mandatory. Any bid submitted without said financial
statement as required by statute shall thereby be rendered Invalid. The financial statement provided hereunder to
the governing body awarding the contract must be specific enough in detail so that said governing body can make
a proper determination of the bidder's capability for completing the project if awarded.
EXHIBIT �i VPAGE Co OF_Lr
Rust ConstructionEquipment
Bk1LLbOZERS
Description
Serial Number
12/1/2014
D6H#27
D4H LGP #29 _
Cat 6 16S HP _
Cat Series 111 6 Way105HP -
Cat 8SU 285 HP with ripper
3ZF4363
9GJ01441
5TJO0999
-�
D6MXL#31
D6M LGP #34
EARTHMOVERS4
Cat 6 140 HP 6 way blade _
Cat 6 140 HP 6 way blade
3WN01411
4JN01075
— ---
_
61 i P26
GRADERS
Cat 611 Sc iper
6SZOO196
12G#8
Cat Grader
Mi 5477 - --�—
EXCAVATORS, GRADALLS & BACKHOE
_ 416C Backhoe _ Cat/Forks/12" & 24" BucketRO8772
5210 Gradall
&72" buckets 4NB3DO0187
106330DLCat/54"
325C LH
LOADERS
1845C
279
Caterpillar
Case Skid Steer
Caterpillar Skid Steer _
--"
Cat Compactor
Cat CompactorMComp.
BFE01807
JAF0243235
GTL00526
17ZO1637
�-
ROLLERS
815 B
815 ky
CP433C _
SD1000
Cat Single Drum Vi2JM00726
Ingersoll Rand Smo
157884
MATERIAL HANDLERS
TH842C
Terex Telehandler
24386
TRUCKS
-�
RC 6 - - _
Ford Ton Truck F-700
1 FOPK74POKVA31713
R_C23
Ford F550 Mechanics Tr.
1 FDAF56F52EC14446
RC 27
--
GMC 6500
1GDL7D1G7HV505684
~
RC 28
RC 29 _
_
Chevy Silverado 4x4
Chevy Silverado 4x4
1 GCHK29UOGE160857
1GCHK29U96E280334
_
RC30
Mack Tractor
1 Mi AJ07Y27NO10653
_
RC31
---
Chevy Silverado T
1GCHK33647FS10681
1GCHK29UO3E202374
--
RC32
Che 250 Pickup--
`�Y
RC33
_
Ford F150 Super Crew Pickup _
iFTPW14VX8FB26822
RC34
Ford F350 Utilty Truck
1FDWF35916EA71621
RC35 International
_
4700LP Service-
1HTSLAAM9WH584385
_
RC36 _
Ford F150 Pickup
RC37
Ford F350 Super Duty Diesel
— - -
OFF -ROAD TRUCKSY----
TR 10
Cat 730 6x6 Art Tr. _ 81
M00612
TR 11
_
Cat 730 6x6 Art Tr. B1
M00137-"
TR 12
_
Cat 730 6x6 Art Tr. -- B1
MO0134
y
TR 13 Cat
730 Art. Ejector Truck B1
WO0236
_TRACTORS, ACCESSORIES & MISCELLANEOUS
-
6400 JD John
-"-. _ "-
Deere 85 HP L0640OV189742
---
4555 JD _. John
Deere RW45_55P007315
- -
4720 JD John
_
Deere 1
LV472OHLAH8400 99
12' Rome Disc Rome
8TACW-295R
-
12' Taylorway Disc Taylorway
�-
-- -
8' Disc
Fork Lift 461
Fork Truck
461620019
U
Rust ConstructionEquipment
W�rr�vLaanj oiuwanaa not Snot N5 3000
72" Ditching Bucket Warner & Swase _
72 Ditchin Bucket y__ ... -
�� Warner & Swasey
—�__.
7__Broom Bradco
Welder -
HS-0712-162671
314817-2
8644-6002
Portable
Welder
Bobcat Welder ---
6500 Watt Generator
Box _Spreader ---
2 - Dual Plane Lasers & masts
Miller
Miller
Honda
Attaches to D5
- -"--- ---
EALC-1023424 __
--- -
---
Stump & Brush Grinder Modell 000
72" 3.29cyd _ _.
Straw Blower
Crimper
_Woods (for 330DL)
Finn Model #UB220
----
88137
Endgate Seeder
14' Box Blade
Pipe Fusion machine -
McElroy 28 -'- — -
#14PB DIPS Fusion machine
_ ��... C48884
McElroy -Pit Bull_
Z Topcon GPS Systems
_
HyperLite Base & Rover -"-
Bullseye Laser Receiver
2 3" Trash pumps
_ --� --
6" Pump - Diesel
18 - Portable Radios
Thompson 14R06TSC00050
Motorola CP200
RTV 900 Turf Truck _
Kubota — -
8 Ton Spreader
Stolzfus --
613C 5000 G Water Wagon
Caterpillar 92XO0952
Water Wagon
Betterbilt
3000 G Water Wa on
Balzer
Utility Trailer T15 _
Lightning `--
Utility Trailer T16
Doolittle
TK_110 Trailer Tl8__
Trail King ~- -
2l' Dump Tr T19
ierzen -
.Utility TrLEE.
Corn Pro
Hilti
CoWackerHand
___Hand
Coelle
-
2 7800
----�� - -
Z720A Zohn
Deere TC720AE011566
_:IL
i=XH161' 1� F'AG ]COI I -
33653
164987
SECTION IV CONTRACTOR'S NON — COLLUSION AFFIDAVIT
The undersigned bidder or agent, being duly sworn on oath, says that he has not, nor has any other
member, representative, or agent of the firm, company, corporation or partnership represented by him, entered
into any combination, collusion or agreement with any person relative to the .price to be bid by anyone at such
letting nor to prevent any person from bidding nor to include anyone to refrain from bidding, and that this bid is
made without reference to any other bid and without any agreement, understanding or combination with any other
person in reference to such bidding.
He further says that no person or persons, firms, or corporation has, have or will receive directly or
Indirectly, any rebate, fee, gift, commission or thing of value on account of such sale.
SECTION V OATH AND AFFIRMATION
I HEREBY AFFIRM UNDER THE PENALTIES FOR PERJURY THAT THE FACTS AND INFORMATION
CONTAINED IN THE FOREGOING BID FOR PUBLIC WORKS ARE TRUE AND CORRECT.
Dated at Seymour, IN this 9 day of December . 2014
Rust Construction Inc.
ACKNOWLEDGEMENT
STATE OF Indiana
COUNTY OF Jackson ) ss
Before me, a Notary Public, personally appeared the above -named) L
9 and
swore that the statements contained in the foregoing document are true and correct.
Subscribed and sworn to before me this 9 _ day of December 2014
Notary Public
My Commission Expires: 6-4-2016
County of Residence: Jackson
(E-XHIBIT PAGE _!I_OF.
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12f812014
3:24 PM Rust Conskuc6on Inc. Confidential
Bid Summary for Proiect:
12-09-2014- uote-New Paris Pike Landfall -Richmond -Cell 4C.xlsx
uanlit Ullll
1 Earthwork Mob/Demob 1
2
Gcosynthetics Mob/Demob
LS
$
53,000.00
$
53,000.Oi
3
Geos nthetics Crew Standb
I
LS
$
2,315.00
$
2,315.01
4
Dewalerin ,Surface Water, Erosion Control, Dust
1
Da
$
2,390.00
$
2,390.A,
5
Excavate wither Phase 4C and Stock ite Non -Liner Soils
I
LS
S
15 900.00
$
15,900.0(
6
Excavate within Phase 4C and Stock ite Liner Soils East of
95,600
18,500
Cy
$
4.11
S
398,652.0(
7
Build Haul Road to the East of Phase 4C from North
0
CY
S
4.1 I
$
76,035.0(
Perimeter Road Down to Cell Floor Level
Incidental
$
$
-
8
9
Proofroll Sub. -A.
Re air Unstable Sub a
5.73
AC
$
1,050.00
S
6016.50
t0
Structural Fill in Phase 4C using Soils Excavated in Phase
30
600
CY
$
6
$
1,0.00
4C
CY
$
5..75
$
3,450.00
I 1
Recompacted Soil Liner Constructed from Soils taken from
18,500
CY
$
Stock ile East of Phase 4C 593 Acres x 2.0'
5.88
S
108,780.00
12
To ofCta Surface `-ion
5.73
AC
$
13
Geosynthetic Clay Layer Placed over Compacted Soil Liner
252,300
SF
1,650.00
$
9,454.50
and Anchored with Geomembrane 5.79 acres
$
0.61
$
153,903.00
14a
Leachate Collection Washed River Gravel (5.79 acres x 1.0
9,500
TN
$
x1.5T/CY+additional 60T for Leachate Collection Sump).
19.79
$
188,005.00
,.cast Son woctc ile.elect Soil (use excavated non liner soil) along top of north 800
Cy
$deslo 6.20
$ 4,960.00
erforated LeachatCollection Pi - 6" HDPE 21 or 17
olid Wall Leachate Collection Riser Pipe - 6" HDPE SDR
1 or 17
590
210
LF
LF
$ 12.00
S 7,080.00
S 13.00
$ 225.00
S 2,730.00
JIHDPE
rforated Leachate Sum Pi I8" SDR17
lid %Va11 Leachate Sum Riser - 18" 1 iDPE SDR 17
rforated Leak -Detection Sump Pipe - 6" HDPE SDR 21
17
15
210
15
LF
LFS90.00
LP
$ 3,375.00
S 11,350.00
S 90.00
$ 1,350.00
lid Wall Leak -Detection Riser Pipe 6"HDPE SDR 21 or
210
LF
$ 13.00
$ 2,730.00
DPE Flatslock Under Perforated Pipes in Leachate Sump
d Leak Detection SumPE
1
LS
S 1,500.00
S 1,500.00
Caps at Ends of Sump, Leak Detection, Leachate
llection, & Underdrain Pi es
I
LS
$ 2,000.00
S 2,000.00
25
nnanent Liner AnchorTrench at North Perimeter290
load LinerGeos thetics
Tic -in Existing Liner Along West Side to Proposed Phase
I
750
LF
LS
LF
S10.00
$ 2,900.00
$ 2,300.00
S 2,300.00
$ 8.00
$ 6,000.00
42760-mil
porary Anchor (w/ 4' x 8' x 1/2" OSB Plywood cover)
ng East, South, and Southwest Sides of Phase 4C
1,290
LF
$ 2.00
$ 2,580.00
Smooth HDPE Primary Geomembrane (2.74 acres)
119,400
SF
$ 0.61
$ 72,834.00
28
60-mil Textured HDPE Primary Geomembrane (3.05 acres)
132,900
SF
$ 0.84
S 111,636.00
29
30
16 071S Y Nonwoven Geotextile 5.79 acres)
6 Z/a Nonwoven Geotextile over Sump and 6" LCS Pipe
58'x58' + 500'x2O'
252.300
13,400
SF
SF
$ 0.36
$ 0.21
$ 90,828.00
S 2,814.00
31
32
Geomembrane Storntwater Fla
Geos}nrthetic Clay Layer Placed Over Primary
Geomembrane
0
3,400
None
SF
$
$ 1.00
$
$ 3,400.00
33
Geomembrane Glove Placed Over GCL and Welded to
Primary Geomembrane
3,400
SF
$ I.00
$ 3,400.00
34
35 16
36
Leak Detection La or - River Gravel 58-x5s1xt')
07JSV Nonwoven Geotextile 58'x58'+ 58'x58')
Geomembrane Under Leak Detection La er
31400
6,800
0
SF
SF
None
$ 1.27
S 0.40
$
$ 4,319.00
$ 2,720.00
$
EXHIBIT - _ PAGE _jj OF-LLI
R:1RCMIds12014-11-25-New Paris Pike LandfiIR12.09-2014-Quote•New Paris Rketbandfill-Richmond-Cell 4C 1 of 2
12f8l2014
3:24 PM
Rust Construction Inc,
37
Seconds 2'RecompampA Cla liner 252 CY
3,400
38
Manhole Mli3-7 with Pump Control Board and Dual Wall
Piping. 8' HDPE 34" Diameter SDR 21 with hinged HDPE-
Lid
39
4" SDR2l, HDPE Secondary Containment Pipe from MH3-
350
7 to Existing M143-6, SDR 17 ma be used
40
4" SDR21, HDPE Pipe to drain NU 13-7 over Anchor Trench
210
as Directed b RSD, SDR !7 rna be used
41
21SDR Pump Outflow Pipe to MH3.7 with
240
lick Connects every 100,
42
2" SDR 17, HDPE Pump Outflow Pipe from MH3-7 to MHk
350
6 with Quick Connects at Each Manhole
43
EPG Sum P one inslallcd and I spare)
2
44
EPG Electrical Panel wlth Connections to Leachale Pumps
in Cell 3G and Cell 4C to Alternate their Flows to Forcemain
I
45
Connect Electrical Power Source (provided by RSD) to New
MH3-7 Panel
I
and Pump Four I10v Outlets Provided by
Contractor
Total of All Rents 1,1 Ihru L 45 Costs
Alt. 1
ADD Excavate within Phase 4C and Stockpile Mon -Liner
9,300
Soils Near Active Landfillin Area Estimated uaniti(,)
All. 2
ADD Recompacted Soil Liner (5.73 acres x 1') Constructed
9,300
from Soils taken from Existing North Stockpile when 3' Soil
Liner is used Instead of GCL +2' Soil Liner
Alt. 3
DEDUCT Geosythelic Clay Layer when 3' Soil Liner is
-252,300
Used Instead of GCL + 2' Soi Liner 5.79 Acres
Alt. 4
Perforated Sump Underdrain Pipe - 12" HDPE SDR 21 (as
20
directed by RSD Under Leak Detect Zone). SDR 17 May Be
Used
Alt. 5
12" Underdrain Bedding Gravel (3',x3'x20')(as directed by
7
RSD Under Leak Detection Zone
Alt. 6
Solid Wall Sump Underdrain Riser Pipe-12" HDPE SDR 21
210
as directed by RSD under leak detection zone
Aft. 7
Tem ors Pump and Power Generator for Underdrain
I
Aft. 8
Test Pad r`nne,.,, An... _ _.___ .
T1VE
IEXHIE31T _Z PAGE
R:IRCRBids12014.11.25•Now Paris Pike LandflIR12.09.2014-Quote-New Paris MetMandfill-Richmond-Cell 4C
LS
LF
LF
LF
LF
EA
LS
CY
CY
SF
LT
CY
LF
EA
LS
Confidential
b 0,53
$ 8,00.00
$
$
;
8,000.00
i 12.00
$
4200,002
10.00$
2,100.0 0
$ .00
.0S 0
S
4,375.00
.00
S 9,800.00
S 11,700-001
$
S
19,600.00
11,700.00
6 6,800.00 (S 6.800 0n
5.00 S 46,500.00
6.15 S 57,195.00
a 0.60 S (151,?
$ 57.00 $ I,1
$ i18.00 S 8
S 30.00 S 6.31
100.00
900.00
174.00
2 o12