HomeMy WebLinkAboutBid Information and Packets NOTICE TO BIDDERS
City of Carmel, Indiana
Notice is hereby given that the Board of Public Works and Safety for the City of Carmel, Hamilton County,
Indiana ("City") will receive sealed Bids for the "City's Auman and Newark Neighborhood Improvements Phase
2 Project- at the office of the Clerk-Treasurer, City Hall, One Civic Square, Carmel, Indiana, until 10:00
a.m. (local time) on September 7, 2011, at which time the timely received Bids will be publicly opened and
read aloud at the Board of Public Works and Safety Meeting in the Council Chambers.. Any bid(s) received
later than the above time will be returned unopened.
DESCRIPTION OF WORK: This is to be a unit price bid project and involves the construction of approximately
819 square yards of new concrete sidewalk, 494' of new concrete curb, and 1,539' of new reinforced concrete
storm sewer ranging in size from 12" up to 30" with inlets and manholes. Work includes some tree removal or
trimming, replacement of drives with concrete, miscellaneous ramp work, rough and finish grading and sodding
Maintenance of traffic and other incidental work is also included.
BIDDING DOCUMENTS: Bidding Documents are available for examination at: City of Carmel. Department of
Engineering (151 Floor), One Civic Square. Carmel, IN 46032 (317) 571-2441.
Copies of the Contract Documents may be obtained from Eagle Ridge Civil Engineering Services LLC. 1321
Laurel Oak Drive, Avon, Indiana, 46123. A NON-refundable payment of$50 per set shall be made out by check
or money order to Eagle Ridge Civil Engineering Services, LLC.
Bids shall be properly and completely executed on Bid forms contained in the Contract Documents. Each Bid
shall be accompanied by a completely filled out State Form No. 96 (including non-collusion affidavit), acceptable
bid security, and wage stipulation affidavit (if applicable). Any Bid not accompanied by the aforementioned
required items shall be deemed a non-responsive Bid. The Bid envelope must be sealed and be labeled with
the words"BID—AUMAN AND NEWARK NEIGHBORHOOD IMPROVEMENTS PHASE 2"
No bidder ("Bidder') may withdraw its proposal within a period of 30 days following the date set for the receiving
of Bids. The City reserves the right to retain any and all Bids for a period of not more than 30 days and said
Bids shall remain in full force and effect during said time. The City further reserves the right to waive
informalities and to award the Contract to any Bidder all to the advantage of the City of Carmel or to reject all
Bids in accordance with IC 5-22-18-2.
The Project will be funded by the federal and local funds. Wage rates for the Project shall be not less than the
current prescribed scale of wages as determined by the US Department of Labor and included in the Project
Manual.
BID SECURITY: Each Bid shall be accompanied by an acceptable certified check made payable to the City of
Carmel or an acceptable Bid bond in the amount equal to ten (10) percent of the total Bid price executed by an
incorporated surety company in good standing and qualified to do business in the State of Indiana and whose
name appears on the current Treasury Department Circular 570.
BONDS: A performance bond and payment bond, each in the amount of 100 percent of the Contract price, will
be required from the successful Bidder to whom the work is awarded.
PRE-BID CONFERENCE: A Pre-Bid conference will be held prior to the Bid opening on Tuesday, August 30,
2011 at 2:00 p.m. at the City Hall, (Caucus Room — 2nd Floor). One Civic Square, Carmel. IN 46032. to
familiarize Bidders with this Project. The meeting is not mandatory but is recommended. Please notify the City
Engineer's Office (317) 571-2441 if special accommodations are needed by handicapped individuals intending
to attend the pre-Bid conference or Bid opening at least 48 hours prior thereto.
PLANHOLDERS LIST: The list of current planholders ('Planholders") will be kept by Eagle Ridge Civil
Engineering LLC Requests for a copy of the current list will be honored by email at
mailbox @eagleridgecivil.com.
NTB-1
DEFINED TERMS: Defined terms contained in this Request for Proposals and/or in any of the Contract
Documents shall have the meaning set forth in Article 1 of the General Conditions, as the same may be
modified in writing by the Supplemental General Conditions, unless another meaning is specifically set forth in
the document at issue
Authorized By: The Carmel Board of Public Works and Safety
Diana L. Cordray
Clerk Treasurer
Publication dates August 19'. 2011 and August 26th, 2011
NTB-2
f .
I Prescribed by State Board of Accounts 80202-5848493 General Form No.99P(Rev.2009A)
Federal ID#35-2061385
CITY OF CARMEL-STAR LEGALS To: INDIANAPOLIS NEWSPAPERS
307 N PENNSYLVANIA ST -PO BOX 145
COUNTY, INDIANA INDIANAPOLIS, IN 46206-0145
PUBLISHER'S CLAIM
LINE COUNT
NOTICE TO BIDDERS
'-. `4_..---(Must not exceed two actual lines,neither of which shall
"')y'of anted,In aaa than four solid lines of the type in which the body of the
licWorkshand Safetynfor the City of Carmel.
Hamilton County, Indiana ("City") will re_lent is set).-number of equivalent lines
ceive sealed Bids for the"City's Auman and•of lines
Newark Neighborhood Improvements Phas
2 Pro at the office of the Clerk-Treasurer•.
One Civic Square.Carmel,Indi e ana, of lines
u 1 a.m.(local time)on September T, --
2011.at which time the timely received Bids )f lines
Board of Public opened Wors and SafetyyaMeetinglin ber of lines in notice
later thanithe above time willtlbe returired
unopened.
DESCRIPTION OF WORK:This is to be a unit
price hid project and involves the construc-
tion of approximately 819 square yards of)F CHARGES e
curb andrt oef w ne 4rreinftorced concrete I
storm sewer ranging In size from 12"up to '_0 columns wide equals 238.0 equivalent lines at.685
30"with inlets and manholes.Work includes line $ 163.05
some tree removal or trimming replacement
of drives with concrete,miscellaneous ramp
work,rough and finish grading and sodding..rge for notices containing rule and figure work(50 per cent
Maintenance of traffic and other incidental
work is also Included. amount)
•
BIDDING DOCUMENTS: Bidding Documents
are available for examination a9:city or car..tra proofs of publication($1.00 for each proof in excess of two) .00
One Civic Square,Carmel,IN 46032(317)°571.AMOUNT OF CLAIM $ 163.05
2441.
Copies of the Contract Documents may be
obtained from Eagle Ridge Civil Engineering fwd
Services LLC,1321 Laurel Oak Drive.Avon,In- PUTING COST
diana.46123.A NON-refundable payment of
Ss0 per set shall be made out by check or le column 5.8 ems Size of e 7
money order to Eagle Ridge Civil Engineering ��
Services.LLC.
Bids shall be properly and completely exe-Dertions 2.0
cuted on Bid forms contained in the Contract
Documents. Each Bid shall be accompanied
by a completely filled out State Form No.96
(including non-collusion affidavit), accept-
able bid security,and wage stipulation affi-
davit(If applicable). Any Bid not accomW}-te provisions and penalties of IC 5-11-10-1, I hereby certify that the foregoing account is
Hied by the aforementioned required ItenlsfT
shall be deemed a non-respons1ve Bid, me;at the amount claimed is legally due,after allowing all just credits,and that no part of the same
Bid envelope must be sealed and be labeled
with the words`B1D-AUMAN AND NEWARK
NEIGHBORHOOD IMPROVEMENTS PHASE 2".
No bidder("Bidder')may withdraw its propo-
sal within a eriod of 30 days following the
date set for 9 e ht to retain an receiving of Bids.The City re- that the printed matter attached hereto is a true copy,of the same column width and type size,
serves the right and all Bids for
a period of not more than fo days and said
Bids shall remain in full force and effect dur-
'blished in said paper 2 times. The dates of publication being between the dates of:
inp said time.The City further reserves the
right to waive informalities and to award the
Contract to any Bidder all to the advantage
of the City of Carmel or to reject all Bids in 8/25/2011
accordance with IC 5-22-18.2,
The Project will be funded by the federal and
local funds.Wage rates for the Project shall
be not less than the current prescribed scale >tatement checked below is true and correct:
of Depart-
ment wages Labor a dedtIn the Project t
Manual.
BID SECURITY: Each Bid shall be accompa-il es not have a Web site.
hied by an acceptable certified check made
payable to the City of Carmel or an aecep 0)t. '0;a Web site and this public notice was posted on the same day as it was published in
able Bid tend In the amount equal to ten(1
Ipercent of the total Bid price executed
ncorporated surety company in good stand-
in in and qualified to do business In the State
Indiana and whose name appears on the ray a Web site,but due to a technical problem or error,public notice was posted on
e aliment Circular 576, )` a Web site but refuses to post the public notice.
ayment r
DATE: 08/25/2011 Title: Clerk
Company Amount Alternative Alternative
/4"f 595, WY o o„,,,,, Lif) / , ,__
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]APES BRAINARD, MAYOR
LETTER OF TRANSMITTAL
Date: September 12, 2011
To: Sandy Johnson
Clerk Treasurers Office
From: Michael T. McBride
City Engineer
Dept. of Engineering
RE: Bid Packet for Auman and Newark Neighborhood Improvements
Phase II Project
Sandy, enclosed please find 3 (three) bids for The Auman & Newark
Neighborhood Improvements Phase II.
Contractor Base Bid
Hunt Paving $595,898.80
Atlas $624,320.00
Gradex $835,173.40
DEPARTMENT OF ENGINEERING
ONE CIVIC SQUARE, CARMEL, IN 46032 OFFICE 317.571.2441 FAx 317.571.2439
EMAIL engineeringec:armd in.gov
BID PACKAGE
ADMAN &NEWARK NEIGHBORHOOD IMPROVEMENTS
PHASE 2: Nappanee Drive
Sidewalk and Drainage Improvements
CARMEL,INDIANA
ITEMS
1 Proposal
2 Bid Bond
3 Wage Stipulation Affidavit
4 Form 96(Revised 2005)
5 List of Subcontractors 1 Suppliers
6 Non-Collusion Affidavit
PROPOSAL
AUMAN& NEWARK NEIGHBORHOOD IMPROVEMENTS
PHASE 2: Nappanee Drive
Sidewalk and Drainage Improvements
To the City of Carmel,Indiana:
The undersigned Bidder declares that it has read the Specifications and other Contract Documents, has
examined and understands the plans, has examined the Site of the Work and has determined for itself
the conditions affecting the Work, and proposes and agrees that if this Proposal is accepted,to provide,
at Bidder's own expense, all labor, insurance, superintendence, machinery, plant, equipment, tools,
apparatus, appliances and means of construction, and all materials and supplies, needed to complete,
for its intended purpose, the entire Work and all parts thereof described as included under the Contract
herein bid upon,in the manner and items prescribed, including all Work incidental thereto,according to
the Plans, Contract Documents and Specifications, Indiana Department of Transportation (INDOT)
Standard Specifications (2010 issue) and INDOT Standard Drawings and such instructions as the
ENGINEER may give.
And hereby tenders this Bid to construct said Project in accordance with the Contract Documents now
on file with the City of Cannel, Indiana, and pursuant to the payment bond and performance bond to be
filed herewith,each in the amount of 100%of the Contract price of:
TOTAL BID AMOUNT
hn r Hundeed Ninety-Fier Thouutnd Light Htindreu\met\-Eight and 80i 100
Dollars(Words)
$595,898.80
Dollars(Figures)
This price is the sum of the quoted unit prices times the quantities for each item as shown on the
attached itemized Proposal, Whereas a mathematical computation error exists on the Itemized Proposal,
thus causing the above-stated Bid Amounts to be stated incorrectly, the Bidder acknowledges that the
unit prices,as stated on the Itemized Proposal,shall govern.
The undersigned further agrees to complete the furnishing and construction of this Project and have it
substantially completed and ready for use on or before 90 Calendar Days from receipt of a Notice to
Proceed in accordance with the Instructions to Bidders.
P-1
J
ALTERNATES
Alternate#1: Replace Circular Reinforced Concrete Pipes with HDPE Pipes
For overall pricing comparison,the Owner wishes to consider the substitution of all circular reinforced concrete
pipes with circular HDPE pipes.This Alternate applies to Items 6 through 9 in the Itemized Proposal.
Material in the Alternate shall be:
High Density Polyethylene Pipe(HDPE): AASHTO Designation M252 Type S,M294 Type S,smooth
interior/annular exterior. Pipe shall be installed in accordance with pipe manufacturer's installation Guidelines for
Culvert Storm Drainage Applications.
Connections to structures shall be in accordance with manufacturer's recommendations.
Acceptable manufacturers: Advanced Drainage Systems,Inc."ADS N 12",or approved equal with manufacturer
approval through INDOT Manufacturer Requirements.
The Owner,at its sole discretion,may accept this Alternate to substitute circular HDPE pipes for circular
Reinforced Concrete pipes.The Alternate shall be bid using the same assumptions as those of the Base Bid
including required backfill.
If accepted by OWNER,Alternate 1 will be an adjustment to the Base Bid price This adjustment to the Base Bid
price is to be presented by the BIDDER as aLumpSum adjustment for all the applicable pipes under the noted
Items:
Add or Deduct Le.'eo O.Ur\ Zfitf't? cz t�$ O. 00
(Circle One) (written amount) (numerals)
Alternate#1: Replace Circular Reinforced Concrete Pipes with PVC Pipes
For overall pricing comparison,the Owner wishes to consider the substitution of all circular reinforced concrete
pipes with circular PVC pipes.This Alternate applies to Items 6 through 9 in the Itemized Proposal.
Material in the Alternate shall be:
Profile Wall Polyvinyl Chloride Pipe (PVC): AASHTO Designation M304 or ASTM F949, smooth
interior/annular exterior. Pipe shall be installed in accordance with pipe manufacturer's installation Guidelines for
Storm Drainage Applications.
Connections to structures shall be in accordance with manufacturer's recommendations.
Acceptable manufacturers: Contech Construction Products,Inc"A-2000",or approved equal with manufacturer
approval through INDOT Manufacturer Requirements.
The Owner,at its sole discretion,may accept this Alternate to substitute circular PVC pipes for circular
Reinforced Concrete pipes.The Alternate shall be bid using the same assumptions as those of the Base Bid
including required backfill.
If accepted by OWNER,Alternate I will be an adjustment to the Base Bid price. This adjustment to the Base Bid
price is to be presented by the BIDDER as a LumpSum adjustment for all the applicable pipes under the noted
Items:
Add or Deduct 7.-tf( Ad ILi'i Osro zly � tto-1- $ 0 . c)
(Circle One) (written amount) (numerals)
P-2
Enclosed is a certified check to the City of Carmel,or a bid bond binding the undersigned and surety to
the City of Cannel,Indiana,in the amount of:
-Di A; rit ttleu 5„w g, i Vk h�r��ec{
e e de'Le Mck t.■3h+' C. c r+;f.,5 Dollars(Words)
51 21 , Dollars(Figures)
which amount is not less than 10 %of the total Bid amount, guaranteeing the undersigned will enter
into the Contract for the performance of the work if this Proposal is accepted.
As required by the Instructions to Bidders, Questionnaire Form 96(revised 2005),of the Indiana State
Board of Accounts is properly executed and attached hereto. It is hereby agreed that this Proposal shall
remain in full force and effect, and may not be withdrawn for a period of 30 days from and after the
date of bid opening by the City Council,Cannel,Indiana.
Respectfully submitted,
The Hunt Paving Company, Inc,
CONTRACTOR
(Individual) (Partnership) or (Corporation)
By: / . 't
Edward D Hunt eneraUianger&:SRI.Secretary
Address: 2450 S Tibbs Ave
Indianapolis, IN 46241
Dated: 9/7/11
I
The above Bidder acknowledges receipt of Addenda Nos.
Note: The legal status of the Bidder, whether as an individual, partnership, company or corporation
must be indicated as above, and all pertinent information as required by the Specifications must be
furnished.
P-3
ITEMIZED PROPOSAL
Auman & Newark Neighborhood Improvements Phase 2
Item # Item Description Quantity Unit Unit Cost Total Amount
1 Mobilization/Demobilization 1 LSUM $ 29,640.00 $ 29,640.00_
2 Construction Engineering 1 LSUM $ 3,600.00 $ 3,600.00
3 Clearing Right of Way _ 1 LSUM $ 15,400.00 $ 15,400.00_
4 B-Borrow for Structure Backfiill 1763 CYD $ 72.00 $ 126,936.00
5 Flowable Backfill for Pipes 142 CYD $ 81.00 $ 11,502.00-
6 Storm Sewer Pipe, 12" Class 11 RCP 41 LFT $ 42.00 $ 1,722.00
7 Storm Sewer Pipe, 15" Class II RCP 6 LFT $ 63.00 $ 378.00
8 Storm Sewer Pipe, 24" Class II RCP 71 LFT $ 70.00 $ 4,970.00
9 Storm Sewer Pipe, 30"Class II RCP 1355 LFT $ 83.00 $ 112,465.00
10 Storm Sewer Pipe, Elliptical 24"x36" Class II RCP 70 LFT $ 270.00 $ 18,900.00
11 Draintile, PVC, Undistributed 60 LFT $ 25.00 $ 1,500.00
12 Manhole D-7 9 EA $ 3,100.00 $ 27,900.00_
13 Manhole E-7 1 EA $ 3,300.00 $ 3,300.00_
14 Manhole D-10 3 EA $ 3,500.00 $ 10,500.00_
15 Manhole D-4 4 EA $ 3,250.00 $ 13,000.00_
_ 16 SQTU STRUCTURE 1 EA $ 15,900.00 $ 15,900.00
17 Inlet E-7 3 EA $ 1,325.00 $ 3,975.00_
18 Inlet J-10 1 EA $ 1,675.00 $ 1,675.00
19 Flowable Fill (Class A Concrete for Patching) 39 CYD $ 100.00 $ 3,900.00_
20 Class A Concrete for Structures 4 CYD $ 390.00 $ 1,560.00
21 Curb Ramps incl. truncated domes 41 SYD $ 165.00 $ 6,765.00_
22 4" Concrete Sidewalk 789 SYD $ 39.00 $ 30,771.00
23 Concrete Curb 266 LET $ 13.50 $ 3,591.00_
24 24"Combined Concrete Curb&Gutter 228 LET $ 32.00 $ 7,296.00
25 Concrete Pavement for Residential Drive, 6" 147 SYD $ 42.00 $ 6,174.00
26 Concrete Pavement for Commercial Drive, 9" 219 SYD $ 48.00 $ 10,512.00
27 Linear Grading 1520 LET $ 18,50 $ 28,120.00
28 Unsuitable Materials Remove/Replace 50 CYD
(Undistributed) $ 55.00 $ 2,750.00_
29 Compacted Agg. For Base, 53 257 TON $ 37.00 , $ 9,509.00
30 HMA Surface,A,for Road Patching 10 TON $ 265.00 $ 2,650.00
31 Tack Coat 118 SYS $ 5.30 $ 625.40
32 Water Service Line Replacement 184 LFT $ 42.00 $ 7,728.00
33 Relocate Water Meter 3 EA $ 525.00 $ 1,575.00
34 Maintenance of Traffic 1 LSUM $ 28,000.00 $ 28,000.00
35 Construction Fencing, Undistributed 100 LFT $ 3.50 $ 350.00
36 Ditch Inlet Protection 18 EA $ 105.00 $ 1,890.00
37 Existing Tree Protection I Trimming 1 LSUM $ 1,300.00 _ $ 1,300.00•
38 Protection of Utilities 1 LSUM $ 16,000.00 $ 16,000.00
39 Nursery Sodding for Lawns 1428 SYD $ 5.30 $ 7,568,40
P-it
Item # Item Description Quantity Unit Unit Cost Total Amount
40 Water 1 LSUM $ 1.00 $ 1,00
41 Reset 1 Relocate Fence 247 LFT $ 20.00 $ 4,940.00
42 Signs, Reset I Relocate 2 EA $ 260.00 $ 520.00
43 Mailbox, Reset I Relocate 6 EA $ 190,00 $ 1,140.00
44 QC Testing I Videotaping 1 LSUM $ 7,400.00 $ 7,400.00
TOTAL $ 595,898.80
ADDENDUM #1
Auman & Newark Neighborhood Improvements
Phase 2: Nappanee Drive Sidewalk and Drainage Improvements
City of Carmel, Indiana
Date of Addendum: September 2, 2011
Date of Bid Opening: September 7, 2011
Issued on Behalf of: City of Carmel
Prepared by: Eagle Ridge Civil Engineering Services, LLC
1321 Laurel Oak Drive,Avon, IN 46123
Phone: (317)370-9672
Email: bridgway @eagleridgecivii.com
To all bidders on the project:
All bidders submitting a Bid on the above project shall carefully read this Addendum and give it
consideration in the preparation of their Bid.
1. ADDITIONAL INFORMATION AND REVISIONS TO REQUIREMENTS
A. Water Service Connections-Clarification
Service line work per Carmel Standard Practice is to extend the water service connection
from the main. Carmel Utilities is making an exception from their standard practice by
having splices at the edge of pavement as shown in the plans, and not cutting and
patching the road.
B. Pipe Material
Bid document, (Pages P-1 through P-5), has been modified to include two additional
alternates for the possible substitution of the circular reinforced concrete piping
currently called for in the plans with either HDPE or PVC pipe.
C. Updated Wage Scales
Notice is hereby given that the applicable wage scales for the project have been
updated. The attached"General Decision Number: IN100006 9-2-11"replaces the
General Decision (pages W-15 through W-68) included in the project manual.
2. Any revisions to any of the Contract Documents made by this Addendum shall be considered as
the same revision to any and all related areas of the Contract Documents not specifically called
out in this Addendum.
3. The Bidder shall acknowledge receipt of this Addendum by inserting the date and number in the
space provided on Page P-3 of the PROPOSAL.
END OF ADDENDUM
PROPOSAL
AUMAN&NEWARK NEIGHBORHOOD IMPROVEMENTS
PHASE 2: Nappanee Drive
Sidewalk and Drainage Improvements
To the City of Carmel,Indiana:
The undersigned Bidder declares that it has read the Specifications and other Contract Documents,has
examined and understands the plans, has examined the Site of the Work and has determined for itself
the conditions affecting the Work,and proposes and agrees that if this Proposal is accepted,to provide,
at Bidder's own expense, all labor, insurance, superintendence, machinery, plant, equipment, tools,
apparatus, appliances and means of construction, and all materials and supplies, needed to complete,
for its intended purpose,the entire Work and all parts thereof described as included under the Contract
herein bid upon,in the manner and items prescribed, including all Work incidental thereto,according to
the Plans, Contract Documents and Specifications, Indiana Department of Transportation (INDOT)
Standard Specifications (2010 issue) and INDOT Standard Drawings and such instructions as the
ENGINEER may give.
And hereby tenders this Bid to construct said Project in accordance with the Contract Documents now
on file with the City of Carmel, Indiana,and pursuant to the payment bond and performance bond to be
filed herewith,each in the amount of 100%of the Contract price of:
TOTAL BASE BID AMOUNT
The Base Bid is for bidding the project as required by the plans,specifications and contract documents,
to include the use of storm pipes made only of reinforced concrete.The Itemized Proposal shall be
completed under this same condition and the total of the Itemized Proposal as submitted is to match the
total of the Base Bid Amount:
Dollars(Words)
Dollars(Figures)
This price is the sum of the quoted unit prices times the quantities for each item as shown on the
attached Itemized Proposal. Whereas a mathematical computation error exists on the Itemized Proposal,
thus causing the above-stated Bid Amounts to be stated incorrectly, the Bidder acknowledges that the
unit prices,as stated on the Itemized Proposal,shall govern.
The undersigned further agrees to complete the furnishing and construction of this Project and have it
substantially completed and ready for use on or before 90 Calendar Days from receipt of a Notice to
Proceed in accordance with the Instructions to Bidders.
P-1
ALTERNATES
Alternate#1: Replace Circular Reinforced Concrete Pipes with HDPE Pipes
For overall pricing comparison,the Owner wishes to consider the substitution of all circular reinforced concrete
pipes with circular HDPE pipes.This Alternate applies to Items 6 through 9 in the Itemized Proposal.
Material in the Alternate shall be:
High Density Polyethylene Pipe(HDPE): AASHTO Designation M252 Type S,M294 Type S,smooth
interior/annular exterior. Pipe shall be installed in accordance with pipe manufacturer's installation Guidelines for
Culvert Storm Drainage Applications,
Connections to structures shall be in accordance with manufacturer's recommendations.
Acceptable manufacturers: Advanced Drainage Systems, Inc."ADS N 12",or approved equal with manufacturer
approval through INDOT Manufacturer Requirements.
The Owner,at its sole discretion,may accept this Alternate to substitute circular HDPE pipes for circular
Reinforced Concrete pipes.The Alternate shall be bid using the same assumptions as those of the Base Bid
including required backfill.
if accepted by OWNER,Alternate 1 will be an adjustment to the Base Bid price. This adjustment to the Base Bid
price is to be presented by the BIDDER as a LumpSum adjustment for all the applicable pipes under the noted
Items:
Add or Deduct $
(Circle One) (written amount) (numerals)
Alternate#1: Replace Circular Reinforced Concrete Pipes with PVC Pipes
For overall pricing comparison,the Owner wishes to consider the substitution of all circular reinforced concrete
pipes with circular PVC pipes.This Alternate applies to Items 6 through 9 in the Itemized Proposal.
Material in the Alternate shall be:
Profile Wall Polyvinyl Chloride Pipe (PVC): AASHTO Designation M304 or ASTM F949, smooth
interior/annular exterior. Pipe shall be installed in accordance with pipe manufacturer's installation Guidelines for
Storm Drainage Applications.
Connections to structures shall be in accordance with manufacturer's recommendations.
Acceptable manufacturers: Contech Construction Products, Inc."A-2000". or approved equal with manufacturer
approval through INDOT Manufacturer Requirements.
The Owner,at its sole discretion,may accept this Alternate to substitute circular PVC pipes for circular
Reinforced Concrete pipes.The Alternate shall be bid using the same assumptions as those of the Base Bid
including required backfill.
If accepted by OWNER,Alternate i will be an adjustment to the Base Bid price. This adjustment to the Base Bid
price is to be presented by the BIDDER as a LumpSum adjustment for all the applicable pipes under the noted
Items:
Add or Deduct $
(Circle One) (written amount) (numerals)
P-2
Enclosed is a certified check to the City of Carmel,or a bid bond binding the undersigned and surety to
the City of Carmel, Indiana,in the amount of:
Dollars(Words)
Dollars(Figures)
which amount is not less than 10 % of the total Bid amount, guaranteeing the undersigned will enter
into the Contract for the performance of the work if this Proposal is accepted.
As required by the Instructions to Bidders, Questionnaire Form 96(revised 2005), of the Indiana State
Board of Accounts is properly executed and attached hereto. It is hereby agreed that this Proposal shall
remain in full force and effect, and may not be withdrawn for a period of 30 days from and after the
date of bid opening by the City Council,Carmel,Indiana.
Respectfully submitted,
CONTRACTOR
(Individual) (Partnership) or (Corporation)
By:
Address:
Dated:
The above Bidder acknowledges receipt of Addenda Nos.
Note: The legal status of the Bidder, whether as an individual, partnership, company or corporation
must be indicated as above, and all pertinent information as required by the Specifications must be
furnished.
P-3
Item
# Item Description Quantity Unit Unit Cost ATotal
40 Water 1 LSUM
_ 41 Reset/ Relocate Fence 247 LFT
42 Signs, Reset/Relocate 2 EA
_ 43 Mailbox, Reset/ Relocate _ 6 EA
44 QC Testing/Videotaping 1 LSUM
I
TOTAL:
P-5
General Decision Number: IN100006 09/02/2011 IN6
Superseded General Decision Number: IN20080006
State: Indiana
Construction Types: Heavy and Highway
Counties:Adams,Allen, Bartholomew, Benton, Blackford,
Boone, Brown, Carroll,Cass,Clark, Clay,Clinton, Crawford,
Daviess, Dearborn, Decatur, DeKalb,Delaware, Dubois, Elkhart,
Fayette, Floyd, Fountain, Franklin, Fulton,Gibson,Grant,
Greene,Hamilton, Hancock, Harrison, Hendricks, Henry, Howard,
Huntington,Jackson, Jasper,Jay,Jefferson,Jennings,Johnson,
Knox, Kosciusko, Lagrange, Lawrence,Madison, Marion,Marshall,
Martin, Miami, Monroe, Montgomery, Morgan, Newton, Noble,Ohio,
Orange, Owen,Parke, Perry, Pike,Posey, Pulaski, Putnam,
Randolph, Ripley, Rush,Scott, Shelby, Spencer,Starke,
Steuben,Sullivan,Switzerland,Tippecanoe,Tipton, Union,
Vanderburgh,Vermillion,Vigo, Wabash,Warren,Warrick,
Washington,Wayne, Wells,White and Whitley Counties in Indiana.
* EXCEPT LAKE, LAPORTE, PORTER AND ST.JOSEPH COUNTIES HEAVY
AND HIGHWAY CONSTRUCTION PROJECTS
Modification Number Publication Date
0 03/12/2010
1 03/19/2010
2 04/02/2010
3 04/09/2010
4 04/16/2010
5 04/23/2010
6 04/30/2010
7 05/07/2010
8 05/14/2010
9 06/04/2010
10 06/18/2010
11 07/02/2010
12 07/09/2010
13 07/23/2010
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State Form 62414
Preached by State Board of Accounts Form No.86(Revised 2005)
CONTRACTOR'S BID FOR PUBLIC WORK— FORM 96
PART I
(To be completed for all bids. Please type or print)
Cate: 9/7/2011 •
1. Governmental Unft(Owner): The City of Carmel, Indiana
2. county: Hamilton T
3. Bidder(Firm): pmt Pa Inc. •
Address: 2450 S. Tibbs Avenue
City/State: Indianapolis, IN 46241
4. Telephone Number. 317-241-8313
5. Agent of Bidder(if applicable): n/ r
Pursuant to notices given,the undersigned offers to furnish labor and/or material necessary to complete
the public works project of Duman & Neward Neighborhood Improvements - Phase 2
(Governmental Unit)In accordance with plans and specifications prepared by
Eagle Ridge Civil Eng.Services, Inc. dated 8/15/2011 for the sum of
• Five Hundred Ninety-Five Thousand Eight Hundred Ninety Eight and 80/100 595 8 9 8.8 0
The undersigned further agrees to furnish a bond or certified check with this bid for an amount specified In the
notice of the lotting. 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 (LC. 5-18-8-4 I hereby certify that I and all
subcontractors employed by me for this project will us'e U.S. steel products on this project If awarded. I
understand that violations hereunder may result in forfeiture of contractual payments.
ACCEPTANCE
The above bid is accepted this _ day of subject to the
following conditions: _
Contracting Authority Members:
PART II
(For projects of$100,000 or more- IC 36-1-12-4)
Governmental Unit: The City of Carmel, Indiana
Bidder(Firm) The Hunt Paving Company, Inc.
Date; 9/7/20 1 1
These statements to be submitted under oath by each bidder with and as a part of his bid.
Attach additional pages for each section as needed.
SECTION I EXPERIENCE QUESTIONNAIRE
1. What public works projects has your organization completed for the period of one(1)year prior to the
date of the current bid?
Completion
Contract Amount Class of Work Date Name and Address of Owner
5/4..(v C, 'AC th 1oint Repair; ?-30-2e)10 C tiFz''d drs ttam te4
a t4S.sb yb�
?t8 I$.b°d l" P{„, . .-i -2010 ifrr a �* I-onec' 'G
/ ? ' , 'b.910 o-15-20 ID 111-6v_;11.4!, ' R;ARM
f ' 2- I- Ota AT Er� ' t�-`.qt°__•,� t�
U I P1� a taa:. ..K I .. 1 ■'...
4 -11 ono
2, What public works projects are now in process of construction by your organization?
Expected
Contract Amount Class of Work Completion Name and Address of Owner
Date
'15I .31-6.06 - cf eck- c� rtei
kfrirL
f20l1 , y. �•o
rr
'd Vi15,'90 Cu1Vtit Wateatot 2-5--201) if • r'', oer•lAC�6041444
a o ion ►� �1�7._f)11 Ci D P f] nr tis-trr►Ave.
RAIN ,'79'25 794,b5 • M! � <�. Ia- 1-Wit • r
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 financial and questionnaire
•
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.)
as per 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.
undetermined at this time
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 thatyou subsequently 6elemiine that you will use a
subcontractor on the proposed project.
see financial form 96
•
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.
yes, see attached equipment 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 III 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.
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 parsons, firms, or corporation has, have or will receive directly or
Indirectly, any rebate,fee, gift,commission or thing of value on account of such sate,
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 Indianapolis this day of , 2011
The Hunt Paving Company, Inc.
er moot
By �-- �_,G � 'f•
Edward D. Hunt
General Manager & Assistant Secretary
(Title of Person SIgning)
ACKNOWLEDGEMENT
STATE OF Indiana
)as
COUNTY OF Mari nn )
Before me,a Notary Public, personally appeared the above-named Frieararri n int and
swore that the statements contained In the foregoing document are true and correct.
Subscribed and sworn to before me this 7 day of S Er1r1t3re , 2011
Notary Putts
My Commission Expires:, qL4 I1Z
County of Residence:YYYC1'Q.1tC"....
•
•
Fenn No.96(Revised 2006)
BID OF
• The Hunt Paving Company, Inc•
(
2450 s. Tits Avenue
(Address)
Indianapolis, IN 46241
FOR
PUBLIC WORKS PROJECTS
OF
The City of Carmel, Indiana
Auman & Newark Neighborhood
Improvements Phase 2: Nappanee Drive
• Sidewalk and Drainage Improvements
Filed
Action taken
V
PROPOSAL
AUMAN& NEWARK NEIGHBORHOOD IMPROVEMENTS
PHASE 2: Nappanee Drive
Sidewalk and Drainage Improvements
To the City of Carmel, Indiana:
The undersigned Bidder declares that it has read the Specifications and other Contract Documents, has
examined and understands the plans, has examined the Site of the Work and has determined for itself
the conditions affecting the Work,and proposes and agrees that if this Proposal is accepted,to provide,
at Bidder's own expense, all labor, insurance, superintendence, machinery, plant, equipment, tools,
apparatus, appliances and means of construction, and all materials and supplies, needed to complete,
for its intended purpose,the entire Work and all parts thereof described as included under the Contract
herein bid upon, in the manner and items prescribed, including all Work incidental thereto,according to
the Plans, Contract Documents and Specifications, Indiana Department of Transportation (INDOT)
Standard Specifications (2010 issue) and INDOT Standard Drawings and such instructions as the
ENGINEER may give.
And hereby tenders this Bid to construct said Project in accordance with the Contract Documents now
on file with the City of Carmel, Indiana,and pursuant to the payment bond and performance bond to be
filed herewith,each in the amount of 100%of the Contract price of:
TOTAL BASE BID AMOUNT
The Base Bid is for bidding the project as required by the plans,specifications and contract documents,
to include the use of storm pipes made only of reinforced concrete.The Itemized Proposal shall be
completed under this same condition and the total of the Itemized Proposal as submitted is to match the
total of the Base Bid Amount:
Eight Hundred Thirty Five Thousand One Hundred
and Seventy Three Dollars and 40/100 Dollars(Words)
$835,173.40 Dollars(Figures)
This price is the sum of the quoted unit prices times the quantities for each item as shown on the
attached Itemized Proposal. Whereas a mathematical computation error exists on the Itemized Proposal,
thus causing the above-stated Bid Amounts to be stated incorrectly, the Bidder acknowledges that the
unit prices,as stated on the Itemized Proposal,shall govern.
The undersigned further agrees to complete the furnishing and construction of this Project and have it
substantially completed and ready for use on or before 90 Calendar Days from receipt of a Notice to
Proceed in accordance with the Instructions to Bidders.
P-1
ALTERNATES
Alternate#1: Replace Circular Reinforced Concrete Pipes with HDPE Pipes
For overall pricing comparison,the Owner wishes to consider the substitution of all circular reinforced concrete
pipes with circular HDPE pipes.This Alternate applies to Items 6 through 9 in the itemized Proposal.
Material in the Alternate shall be:
High Density Polyethylene Pipe(HOPE): AASHTO Designation M252 Type S,M294 Type S,smooth
interior/annular exterior. Pipe shall be installed in accordance with pipe manufacturer's installation Guidelines for
Culvert Storm Drainage Applications.
Connections to structures shall be in accordance with manufacturer's recommendations.
Acceptable manufacturers: Advanced Drainage Systems,Inc. "ADS N 12", or approved equal with manufacturer
approval through INDOT Manufacturer Requirements.
The Owner,at its sole discretion,may accept this Alternate to substitute circular HDPE pipes for circular
Reinforced Concrete pipes.The Alternate shall be bid using the same assumptions as those of the Base Bid
including required backfill.
If accepted by OWNER,Alternate I will be an adjustment to the Base Bid price. This adjustment to the Base Bid
price is to be presented by the BIDDER as a LuntpSum adjustment for all the applicable pipes under the noted
Items:
Add ir Deduct Twenty—Five Thousand Dollars $ 25,000.00
ircle One) (written amount) (numerals)
Alternate#1: Replace Circular Reinforced Concrete Pipes with PVC Pipes
For overall pricing comparison,the Owner wishes to consider the substitution of all circular reinforced concrete
pipes with circular PVC pipes.This Alternate applies to Items 6 through 9 in the Itemized Proposal.
Material in the Alternate shall be:
Profile Wall Polyvinyl Chloride Pipe (PVC): AASHTO Designation M304 or ASTM F949, smooth
interior/annular exterior. Pipe shall be installed in accordance with pipe manufacturer's installation Guidelines for
Storm Drainage Applications.
Connections to structures shall be in accordance with manufacturer's recommendations.
Acceptable manufacturers: Contech Construction Products, Inc."A-2000", or approved equal with manufacturer
approval through INDOT Manufacturer Requirements_
The Owner,at its sole discretion,may accept this Alternate to substitute circular PVC pipes for circular
Reinforced Concrete pipes.The Alternate shall be bid using the same assumptions as those of the Base Bid
including required backfill.
If accepted by OWNER,Alternate I will be an adjustment to the Base Bid price_ This adjustment to the Base Bid
price is to be presented by the BIDDER as a LumpSum adjustment for all the applicable pipes under the noted
Items:
Ad. .r Deduct Forty Thousand Dollars $ 40,000.00
(Circle One) (written amount) (numerals)
P-2
Enclosed is a certified check to the City of Carmel,or a bid bond binding the undersigned and surety to
the City of Cannel,Indiana, in the amount of:
Ten Percent of the Amount of Bid Dollars(Words)
10% of Bid Dollars(Figures)
which amount is not less than 10 % of the total Bid amount, guaranteeing the undersigned will enter
into the Contract for the performance of the work if this Proposal is accepted.
As required by the Instructions to Bidders, Questionnaire Form 96 (revised 2005), of the Indiana State
Board of Accounts is properly executed and attached hereto. It is hereby agreed that this Proposal shall
remain in full force and effect, and may not be withdrawn for a period of 30 days from and after the
date of bid opening by the City Council, Cannel,Indiana.
Respectfully submitted,
Gradex, Inc.
CONTRACTOR
(individual) (its) or (Corporation)
By: c-a
Scott Sweeney, Vice Present
Address: 3685 Priority Way S. Dr. , #140
Indianapolis, IN 46240
Dated: September 7, 2011
The above Bidder acknowledges receipt of Addenda Nos. 1
Note: The legal status of the Bidder, whether as an individual, partnership, company or corporation
must be indicated as above, and all pertinent information as required by the Specifications must be
furnished.
P-3
ITEMIZED PROPOSAL
Auman & Newark Neighborhood Improvements Phase 2
Item
# Item Description Quantity Unit Unit Cost Total Amount
1 Mobilization/Demobilization 1 LSUM $ 41,700.00 $ 41,700.00
2 Construction Engineering 1 LSUM $ 35,000.00 $ 35,000.00
3 Clearing Right of Way 1 LSUM $ 50,000.00 $ 50,000.00
4 B-Borrow for Structure Backfill 1763 CYD $ 25.00 $ 44,075.00
5 Flowable Backfill for Pipes 142 CYD $ 85.00 $ 12.070.00
6 Storm Sewer Pipe, 12" Class II RCP 41 LFT $ 52.00 $ 2,132.00
7 Storm Sewer Pipe, 15" Class II RCP 6 LFT $ 81.00 $ 486.00
8 Storm Sewer Pipe, 24" Class II RCP 71 LFT $ 85.00 $ 6,035.00
9 Storm Sewer Pipe, 30" Class II RCP 1355 LFT $ 90.00 $ 121,950.00
10 Storm Sewer Pipe, Elliptical 24"x 36" Class II RCP 70 LFT $ 158.00 $ 11,060.00
11 Draintile, PVC, Undistributed 60 LFT $ 26.00 $ 1,560.00
12 Manhole D-7 9 EA $ 4,000.00 $ 36,000.00
13 Manhole E-7 1 EA $ 4,500.00 $ 4,500.00
14 Manhole D-10 3 EA $ 6,200.00 $ 18,600.00
15 Manhole D-4 4 EA $ 5,500.00 $ 22,000.00
16 SQTU STRUCTURE 1 EA $ 35,000.00 $ 35,000.00
17 Inlet E-7 3 EA $ 1 ,700.00 $ 5.100.00
18 Inlet J-10 1 EA $ 1,800.00 $ 1,800.00
19 Flowable Fill (Class A Concrete for Patching) 39 CYD $ 107.00 $ 4,173.00
20 Class A Concrete for Structures 4 CYD $ 960.00 $ 3,840.00
21 Curb Ramps incl. truncated domes 41 SYD $ 190.00 $ 7.790.00
22 4" Concrete Sidewalk 789 SYD $ 44.00 $ 34.716.00
23 Concrete Curb 266 LFT $ 28.00 $ 7,448.00
24 24" Combined Concrete Curb & Gutter 228 LFT $ 28.00 $ 6,384.00
25 Concrete Pavement for Residential Drive, 6" 147 SYD $ 61 .00 $ 8,967.00
26 Concrete Pavement for Commercial Drive, 9" 219 SYD $ 83.00 $ 18,177.00
27 Linear Grading 1520 LFT $ 7.80 $ 11,856.00
28 Unsuitable Materials Remove/Replace 50 CYD $ 130.00 $ 6,500.00
(Undistributed)
29 Compacted Agg. For Base, 53 257 TON $ 26.00 $ 6,682.00
30 HMA Surface, A, for Road Patching 10 TON $ 370.00 $ 3,700.00
31 _Tack Coat 118 SYS $ 11.00 $ 1 ,298.00
32 Water Service Line Replacement 184 LFT $ 61.00 $ 11 ,224.00
33 Relocate Water Meter 3 EA $ 1 ,600.00 $ 4,800.00
34 Maintenance of Traffic 1 LSUM $ 50,000.00 $ 50,000.00
35 Construction Fencing, Undistributed 100 LFT $ 9.00 $ 900.00
36 Ditch Inlet Protection 18 EA $ 110.00 $ 1 ,980.00
37 Existing Tree Protection / Trimming 1 LSUM $ 28,000.00 $ 28,000.00
38 Protection Utilities 1 LSUM $ 137,000.00 $ 137,000.00
39 Nursery Sodding for Lawns 1428 SYD $ 6.80 $ 9,710.40
P-4
Item
# Item Description Quantity Unit Unit Cost Total Amount
40 Water 1 LSUM_ $ 3,300.00 $ 3,300.00
41 Reset/ Relocated Fence 247 LFT $ 20.00 $ 4,940.00
42 Signs, Reset/ Relocate 2 EA $ 520.00 $ 1,040.00
43 Mailbox, Reset / Relocate 6 EA $ 780.00 $ 4,680.00
44 QC Testing /Videotaping 1 / LSUM $ 7,000.00 $ 7,000.00
TOTAL: $ 835,173.40 ,
P-5
State Form 52414
Prescribed by State Board of Accounts Form No.96(Revised 2005)
CONTRACTOR'S BID FOR PUBLIC WORK - FORM 96
PART I
(To be completed for all bids. Please type or print)
Date: September 7, 2011
1. Governmental Unit (Owner): City of Carmel
2. County : Hamilton
3. Bidder (Firm): Gradex, Inc.
Address: 3685 Priority Way S. Drive, Suite 140
City/State: Indianapolis, IN 46240
4. Telephone Number: 317-573-3970
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 City of Carmel
(Governmental Unit) in accordance with plans and specifications prepared by Eagle Ridge
Civil Engineering Services, LLC and dated August 15, 2011 for the sum of
EigTit Hundred Thirty Five Thousand One
Hundred and Seventy Three Dollars and 40/100 $ 835,173.40_
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). I 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.
ACCEPTANCE
The above bid is accepted this day of , subject to the
following conditions:
Contracting Authority Members:
PART II
(For projects of$100,000 or more — IC 36-1-12-4)
Governmental Unit: City of Carmel
Bidder(Firm) Gradex, Inc.
Date: September 7, 2011
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
1. What public works projects has your organization completed for the period of one (1)year prior to the
date of the current bid?
Completion
Contract Amount Class of Work Date Name and Address of Owner
$13,736,235 Excavating, 2007 R-25397, SR 22, Kokomo, INDOT
$ 4,464,205 Grading and 2007 Ethanol Plant, Linden, IN
$11,423,128 Utilities 2008 Anson Phase 1, Boone Co., IN
$20,940,619 2010 R-28177,SR 641,Terre Haute, INDOT
2. What public works projects are now in process of construction by your organization?
Expected
Contract Amount Class of Work Completion Name and Address of Owner
Date
$ 7,312,643 Excavating, 2011 Saxony TIF District, Fishers, IN
$ 7,479,555 Grading and 2011 Union Chapel Road, Noblesville, IN
$ 6,161,406 Utilities 2011 IAA Cargo Apron 4, Indianapolis Airport
$22,635,081 2013 IR-33045, 1-69, Daviess Co., INDOT
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.
Turner Construction, 9190 Priority Way S. Dr., Indpls, IN 46240 - Marcus Bloomfield
E&B Paving, Inc., 17042 Middletown Ave., Noblesville, IN 46060 - Larry Canterbury
Duke Construction, 600 E. 96th St., #100, Indpls, IN 46240 - Randy Burke
Hunt Construction Group, 2450 S. Tibbs, Indpls, IN 46206 - Mike Fratianni
Walsh Construction, 2749 N. State Road 39, LaPorte, IN 46350 Brad Koester
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.)
Install pipe; grade, seed
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. If it is determined
that we are the low bidder, we will submit a list with our post bid submittals.
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.
See attached 'List of Subcontractors / Suppliers'
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.
All required loaders; backhoes, trucks, dozers, etc.
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 III 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.
SECTION IV CONTRACTOR'S NON y-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 Indianapolis this 7th day of September 2011
Gradex, Inc.
(Name of Organization)
By
Vice President
(Title of Person Signing)
ACKNOWLEDGEMENT
STATE OF Indiana
) ss
COUNTY OF Marion
Before me, a Notary Public, personally appeared the above-named Scott Sweeney and
swore that the statements contained in the foregoing document are true and correct.
Subscribed and sworn to before me this 7th day of September 2011
f
o Notary
40, li
My Commission Expires: February 7, 2016
County of Residence: Hamilton
Form No.96(Revised 2005)
BID OF
Gradex, Inc.
(Contractor)
3685 Priority Way S. Drive, Suite 140
(Address)
Indianapolis, IN 46240
FOR
PUBLIC WORKS PROJECTS
OF
Auman and Newark Neighborhood
Improvements Phase 2: Nappanee Drive
Sidewalk and Drainage Improvements
Filed
Action taken
BID PACKAGE
AUMAN&NEWARK NEIGHBORHOOD IMPROVEMENTS
PHASE 2: Nappanee Drive
Sidewalk and Drainage Improvements
CARMEL,INDIANA
ITEMS
1 Proposal
2 Bid Bond
3 Wage Stipulation Affidavit
4 Form 96(Revised 2005)
5 List of Subcontractors/Suppliers
6 Non-Collusion Affidavit
PROPOSAL
AUMAN&NEWARK NEIGHBORHOOD IMPROVEMENTS
PHASE 2: Nappanee Drive
Sidewalk and Drainage Improvements
To the City of Carmel,Indiana:
The undersigned Bidder declares that it has read the Specifications and other Contract Documents,has
examined and understands the plans,has examined the Site of the Work and has determined for itself
the conditions affecting the Work,and proposes and agrees that if this Proposal is accepted,to provide,
at Bidder's own expense, all labor, insurance, superintendence, machinery, plant, equipment, tools,
apparatus, appliances and means of construction, and all materials and supplies, needed to complete,
for its intended purpose, the entire Work and all parts thereof described as included under the Contract
herein bid upon,in the manner and items prescribed,inchiding all Work incidental thereto,according to
the Plans, Contract Documents and Specifications, Indiana Department of Transportation (INDOT)
Standard Specifications (2010 issue) and INDOT Standard Drawings and such instructions as the
ENGINEER may give.
And hereby tenders this Bid to construct said Project in accordance with the Contract Documents now
on file with the City of Cannel,Indiana,and pursuant to the payment bond and performance bond to be
filed herewith,each in the amount of 100%of the Contract price of
TOTAL BASE BID AMOUNT
The Base Bid is for bidding the project as required by the plans,specifications and contract documents,
to include the use of storm pipes made only of reinforced concrete.The Itemized Proposal shall be
completed under this same condition and the total of the Itemized Proposal as submitted is to match the
total of the Base Bid Amount:
' •/t., 4— Dollars(Words)
�Zy 320 . Dollars(Figures)
This price is the sum of the quoted unit prices times the quantities for each item as shown on the
attached Itemized Proposal. Whereas a mathematical computation error exists on the Itemized Proposal,
thus causing the above-stated Bid Amounts to be stated incorrectly, the Bidder acknowledges that the
unit prices,as stated on the Itemized Proposal,shall govern.
The undersigned further agrees to complete the furnishing and construction of this Project and have it
substantially completed and ready for use on or before 90 Calendar Days from receipt of a Notice to
Proceed in accordance with the Instructions to Bidders.
P-1
ALTERNATES
Alternate#1: Replace Circular Reinforced Concrete Pipes with HDPE Pipes
For overall pricing comparison,the Owner wishes to consider the substitution of all circular reinforced concrete
pipes with circular HDPE pipes.This Alternate applies to Items 6 through 9 in the Itemized Proposal.
Material in the Alternate shall be:
High Density Polyethylene Pipe(HDPE): AASHTO Designation M252 Type S,M294 Type S,smooth
interior/annular exterior. Pipe shall be installed in accordance with pipe manufacturer's installation Guidelines for
Culvert Storm Drainage Applications.
Connections to structures shall be in accordance with manufacturer's recommendations.
Acceptable manufacturers: Advanced Drainage Systems,Inc. "ADS N 12",or approved equal with manufacturer
approval through INDOT Manufacturer Requirements.
The Owner,at its sole discretion,may accept this Alternate to substitute circular HDPE pipes for circular
Reinforced Concrete pipes.The Alternate shall be bid using the same assumptions as those of the Base Bid
including required backfill.
If accepted by OWNER,Alternate 1 will be an adjustment to the Base Bid price. This adjustment to the Base Bid
price is to be presented by the BIDDER as a LumpSum adjustment for all the applicable pipes under the noted
Items:
Add o educt
!t-a !7 $ 4DO.
(Circle '(written amount) (numerals)
Alternate#1: Replace Circular Reinforced Concrete Pipes with PVC Pipes
For overall pricing comparison,the Owner wishes to consider the substitution of all circular reinforced concrete
pipes with circular PVC pipes.This Alternate applies to Items 6 through 9 in the Itemized Proposal.
Material in the Alternate shall be:
Profile Wall Polyvinyl Chloride Pipe (PVC): AASHTO Designation M304 or ASTM F949, smooth
interior/annular exterior. Pipe shall be installed in accordance with pipe manufacturer's installation Guidelines for
Storm Drainage Applications.
Connections to structures shall be in accordance with manufacturer's recommendations.
Acceptable manufacturers: Contech Construction Products, Inc."A-2000",or approved equal with manufacturer
approval through INDOT Manufacturer Requirements.
The Owner,at its sole discretion,may accept this Alternate to substitute circular PVC pipes for circular
Reinforced Concrete pipes.The Alternate shall be bid using the same assumptions as those of the Base Bid
including required backfill.
If accepted by OWNER,Alternate l will be an adjustment to the Base Bid price. This adjustment to the Base Bid
price is to be presented by the BIDDER as a LumpSum adjustment for all the applicable pipes under the noted
Items: 'f
Add or Deduct /UQyt $ 0---
(Circle One) (written amount) (numerals)
P-2
Enclosed is a certified check to the City of Carmel,or a bid bond binding the undersigned and surety to
the City of Carmel, Indiana,in the amount of:
5/4 7-4/44')/ P� ��
7- " ! 32—tri Dollars(Words)
6Z f 3Z Dollars(Figures)
which amount is not less than 10 % of the total Bid amount, guaranteeing the undersigned will enter
into the Contract for the performance of the work if this Proposal is accepted.
As required by the Instructions to Bidders,Questionnaire Form 96(revised 2005), of the Indiana State
Board of Accounts is properly executed and attached hereto. It is hereby agreed that this Proposal shall
remain in full force and effect, and may not be withdrawn for a period of 30 days from and after the
date of bid opening by the City Council,Carmel,Indiana.
Respectfully submitted,
Atlas Excavating, Inc.
CONTRACTOR
(Individual) (Partnership) or (Corporation)
By: i(/W—L i --
Address: 4740 Swisher Road
West Lafayette, IN 47906
Dated: September 7, 2011
The above Bidder acknowledges receipt of Addenda Nos.
Note: The legal status of the Bidder, whether as an individual, partnership, company or corporation
must be indicated as above, and all pertinent information as required by the Specifications must be
furnished.
P-3
ITEMIZED PROPOSAL
Auman & Newark Neighborhood Improvements Phase 2
Item Item Description Quantity Unit Unit Cost Amount
1 Mobilization/Demobilization 1 LSUM 3/0te Of c
2 Construction Engineering 1 LSUM .5 � 5o
3 Clearing Right of Way 1 LSUM 25" 7.10,441
(a
5
4 B-Borrow for Structure Backfill 1763 CYD 5 ,�� '
5 Flowable Backfill for Pipes 142 CYD ldi /(.7 2
6 Storm Sewer Pipe, 12" Class II RCP 41 LFT 7a 2 ?d
7 Storm Sewer Pipe, 15" Class II RCP 6 LFT SG 4er4
8 Storm Sewer Pipe, 24" Class II RCP 71 LFT id d 7 ,[ 1
9 Storm Sewer Pipe, 30" Class II RCP 1355 LFT /Y6 l g9 7c: _
10 Storm Sewer Pipe, Elliptical 24"x36" Class II RCP 70 LFT f a tf, ieW
11 Draintile, PVC, Undistributed 60 LFT 6. 3 god
12 Manhole D-7 9 EA 46' 5¢e 44:74P
13 Manhole E-7 1 EA -eES .
14 Manhole D-10 3 EA 6 as 7isf d
15 Manhole D-4 4 EA 'c 'd Da4
16 SQTU STRUCTURE 1 EA 2d ■ ? GIOZ1
17 Inlet E-7 3 EA /.—ei z( . 'elp
18 Inlet J-10 1 - EA 7,Ge Z ads
19 Flowable Fill (Class A Concrete for Patching) 39 CYD 2r— ii, 2'
20 Class A Concrete for Structures 4 CYD 4&1 j eD
21 Curb Ramps in truncated domes 41 SYD � /Zr l'i7---5
22 4" Concrete Sidewalk 789 SYD Z3 676
23 Concrete Curb 266 LFT 26 _ 5 3 Z
24 24" Combined Concrete Curb&Gutter 228 LFT Zo itfl__O __
25 Concrete Pavement for Residential Drive, 6" 147 SYD _
26 Concrete Pavement for Commercial Drive, 9" 219 , SYD 6 5' / z ;5
27 Linear Grading 1520 LFT 33 5 O
28 Unsuitable Materials Remove/Replace 50 CYD "d a
(Undistributed)
29 Compacted Agg, For Base, 53 257 TON 25 4¢45
30 HMA Surface,A, for Road Patching 10 TON zi meet/ I
31 Tack Coat 118 SYS / Z/ g
32 Water Service Line Replacement 184 LFT 2.4 34i Fe
33 Relocate Water Meter 3 EA jetod tJ
34 Maintenance of Traffic 1 ' LSUM 2,}D " ?.a
35 Construction Fencing, Undistributed 100 LFT 4- ad
36 Ditch Inlet Protection 18 EA /dd
37 Existing Tree Protection/Trimming 1 LSUM / I _
38 Protection of Utilities 1 LSUM /' /
39 Nursery Sodding for Lawns - 1428 SYD g5-,C1?"
P-4
Item Item Description Quantity Unit Unit Cost Amount
40 Water 1 LSUM / � .
41 Reset/Relocate Fence 247 LFT /r-✓ 57o-3.-
42 Signs, Reset/Relocate 2 EA / V 2a)
43 Mailbox, Reset/Relocate 6 EA /66 �o
44 QC Testing I Videotaping 1 LSUM 7 r
TOTAL: �4/ J Z d
P-5
WAGE STIPULATION AFFIDAVIT
AUMAN&NEWARK NEIGHBORHOOD IMPROVEMENTS
PHASE 2: Nappanee Drive
Sidewalk and Drainage Improvements
CARMEL,INDIANA
The undersigned Bidder, as a part of the Bid for the above Project hereby stipulates that if
awarded the Contract for such Project, the Bidder shall pay the minimum, or higher, hourly
wages for the various classifications of labor as set out in the Wage Requirements as described
in the Contract Documents and as determined by the OWNER.
Witness our hands this 7th day of Sept , 2011.
Atlas Excavating, Inc.
Name:
Address: 4740 Swisher Road
West Lafayette, IN 47906
By /
� President
,
Title
'w-1
Fore No 96(RewseC 2005)
BID OF
ATLAS EXCAVATING, INC.
4740 SWISHER ROAD
WEST LAFAYETTE, IN 47906
FOR
PUBLIC WORKS PROJECT
OF
City of Carmel IN
Altman&Newark Neighborhood Improvements
Flied_ Sept 7,2011
Action taken
State Form 52412
Prescribed by State Board of Accounts Form No.96(Revised 2005)
CONTRACTOR'S BID FOR PUBLIC WORK- FORM 96
PART I
(To be completed for all bids.Please type or print)
Date: Sept.7,2011
1. Governmental Unit: City of Carmel IN
2. County: Hamilton
3. Bidder(Firm): Atlas Excavating, Inc
Address: 4740 Swisher Rd., Bldg.A
City/State: West Lafayette, In 47906
4. Telephone Number: 765-429-4800
5.Agent of Bidder(if applicable): NA
Pursuant to notices given, the undersigned offers to furnish labor and/or material necessary to complete
the public works project of City of Carmel IN prepared by Eagle Ridge Civil Engineering dated
August 15, 2011 for the sum of 54i 16 i !
7Z 01-J1 $ 1j320 °�
The under-signed 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 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. I 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.
ACCEPTANCE
The above bid is accepted this day of , subject to the
following conditions:
Contracting Authority Members:
PART II
(For projects of$100,000 or more — IC 36-1-12-4)
Governmental Unit: City of Carmel IN
Bidder (Firm): Atlas Excavating, Inc.
Date: September 7, 2011
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.
1. 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 When Completed Name and Address of Owner
1,297,335.00 Water Main 2010 Carmel IN S Water Trans Main
487,241.00 Sanitary 2010 Columbus IN Bakalar LS
594,000.00 Sanitary 2010 Brandt OH Clark Co Sewer
615,000.00 Sanitary 2010 Normal IL Cherry Street Water
2. What public works projects are now in process of construction by your organization?
Contract Amount Class of Work When to be Name and Address of Owner
Completed
817,000 Storm Drainage 2011 Chalmers IN Strom Drainage
2,178,000.00 Sanitary 2011 Dana IN Gravity Sewer
2,717,347 Sanitary DD 2011 Dahinda IL Sanitary System
449,400 Sanitary 2011 Goshen IN River Crossing
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.
Rieth-Riley Construction-Tom Buck
Maddox Industrial-Jay Maddox
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. As per Plans&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 work done by each subcontractor.
See attachment to form 96 (rev 2005)
g 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 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. As per Plans and
Specifications
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. As per Plans and Specifications
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 III 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.
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 OF PERJURY THAT THE FACTS AND INFORMATION
CONTAINED IN THE FOREGOING BID FOR PUBLIC WORKS ARE TRUE AND CORRECT.
Dated at West Lafayette, IN 7th day of Sept. 2011.
Atlas Excavating, Inc.
(Name of Organization)
Federa #: 35-1212938
By:
Tina Dillon, President
(Title of Person Signing)
ACKNOWLEDGEMENT
STATE OF INDIANA )
ss:
COUNTY OF TIPPECANOE )
Before me, a Notary Public, personally appeared the above-named Tina Dillon and swore that the statements
contained in the foregoing document are true and correct
Subscribed and sworn to before me this Sept 7, 2011.
Notary Public- Jan e L lL. g
My Commission Expires: Mar 12, 2017
County of Residence: Clinton
LIST OF SUBCONTRACTORS/SUPPLIERS
AUMAN&NEWARK NEIGHBORHOOD IMPROVEMENTS
PHASE 2: Nappanee Drive
Sidewalk and Drainage Improvements
CARMEL,INDIANA
Subtrade Proposed Subcontractor/Supplier Address
� 12.45/4Yt'. 0/2'' 4/2014:x7A. Av)//Yt- •
/14117"1"4 /t4( Ch qV, )
Bidder is required to list any proposed Subcontractors or Suppliers for whom their portion of
the Contract is expected to be$10,000 or more.
L-1
NON-COLLUSION AFFIDAVIT
AUMAN&NEWARK NEIGHBORHOOD IMPROVEMENTS
PHASE 2: Nappanee Drive
Sidewalk and Drainage Improvements
CARMEL,INDIANA
The Bidder,by its officers and agents or representatives present at the time of filing this Bid,
being duly sworn on their oaths,say that neither they nor any of them have in any way directly.
or indirectly entered into any arrangement or agreement with any other Bidder or with any
public officer whereby such affiant or affiants,or any of them,has paid or is to pay such other
Bidder or public officer anything of value whatsoever, that such affiant or affiants, or any of
them, has not directly or indirectly entered into any arrangement with any other Bidder or
Bidders which tends to or does lesson or destroy free competition in the letting of the Contract
sought for by the attached Bid, that no inducement of any form or character other than that
which appears upon the face of the Bid will be suggested, offered, paid, or delivered to any
person whomsoever to influence the acceptance of the said Bid or awarding of the Contract,
nor has this Bidder any agreement or understanding of any kind whatsoever with any person
whomsoever, to pay, deliver to, or share with any person in any way or manner any of the
proceeds of the Contract sought by this Bid.
Witness our hands this 7th day of Sept , 2011.
Name: Atlas Excavating, Inc.
Address: 4740 Swisher Road
West Lafayette, IN 47906
By: ,
President
Title
NCA-1