HomeMy WebLinkAboutBid Information and Packets .1
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JAMES BRAINARD, MAYOR
LETTER OF TRANSMITTAL
Date: March 3, 2011
To: Sandy Johnson
Clerk Treasurers Office
From: Michael T. McBride
City Engineer
Dept. of Engineering
RE: Bid Packet for Project#11-02 Towne Road 131st Street to 146th Street
Sandy, enclosed please find 4 (four) bids for Project#11-02.
Rieth-Riley $3,701,357,00
Crider & Crider $3,836,811.26
E&B Paving $4,266,248.25
Calumet $4,373,500.00
O'is Civic SQl.Ai E, C. I II'I-, IN -46032 Oi.i ici: 317.971.2 I I I FAN 317.571.2439
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•
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 will receive sealed bids for the above described "Project No. 11-
02Town Road: 131st Street to 146th Street Project"at the office of the Clerk Treasurer, One
Civic Square, Carmel, Indiana (City Hall) 10:00 AM Local Time on or before March 02,
2011, and commencing as soon as practicable thereafter10:00 a.m. Local Time, on the same
date such bids will be publicly opened and read aloud in the Council Chambers of City Hall. No
late bids will be accepted.
All bids and proposals shall be properly and completely executed on the proposal forms
provided with the plans and specifications. which will include the non-collusion affidavit as
required by the State of Indiana. The bid envelope must be sealed and have the words "BID —
Town Road: 131st Street to 146x'' Street" City of Carmel Project#11-02.
A bid bond or certified check in an amount not less than ten percent (10%) of the amount bid
must be submitted with each bid. A one hundred percent (100%) performance and payment
bond will also be required of the successful bidder. It is intended that actual construction of all
work divisions shall be started as soon as practicable. and each bidder shall be prepared to 11
enter promptly into a construction contract, furnish a performance bond. and begin work without
delay in the event the award is made to him.
A pre-bid meeting has been scheduled for Tuesday. February 22nd, 2011 at 9:30 a.m. in the
Caucus Room of Carmel City Hall. Any contractors planning to submit bids on this project are
encouraged to attend this meeting.
The Project consists of, but is not necessarily limited to. the following
Reconstruction of Towne Road beginning at 131st Street and continuing North to the
intersection 146x`' Street.
Contract Documents for the Project have been assembled into one bound project manual,
which together with drawings, may be examined at the following locations:
City of Carmel American Structurepoint, Inc.
Department of Engineering - 1`' Floor 7260 Shadeland Station
One Civic Square Indianapolis IN 46256
Carmel, IN 46032 (317) 547-5580
(317) 571-2441
Complete sets of bidding documents can be obtained from Eastern Engineering Supply, 9901
Allisonville Road, Fishers, IN 46038 through the American Structurepoint plan room,
http://www.structurepointplanroom.com/, for a Non-Refundable fee of $150.00 for each
complete set. payable to American Structurepoint. These sets include half-size drawings, cross
sections. and project specifications. All payments and costs of Contract Documents are non-
refundable.
Bidders shall assure they have obtained complete sets of drawings and Contract Documents
and shall assume the risk of any errors or omissions in bids prepared in reliance on incomplete
sets of drawings and Contract Documents.
This Project will be funded by the City of Carmel.
ti
Wage rates for the Project shall not be less than the current prescribed scale of wages as
determined by the Common Construction Wage Committee in accordance with I.C. 5-16-7, and
included in the Project Manual.
For special accommodations needed by handicapped individuals planning to attend the pre-bid
conference or public bid opening meeting, please call or notify the City of Carmel, Engineer's
Office, at (317) 571-2441. at least forty-eight (48) hours prior thereto.
No bidder may withdraw any bid or proposal within a period of thirty (30) days following the date
set for receiving bids or proposals. The Carmel Board of Public Works and Safety reserves the
right to hold any or all bids or proposals for a period of not more than thirty (30) days and said
bids or proposal shall remain in full force and effect during said period. The City of Carmel
reserves the right to reject and/or cancel any and all bids. solicitations and/or offers in whole or
in part as specified in the solicitations when it is not in the best interests of the governmental
body as determined by the purchasing agency in accordance with IC 5-22-18-2
Diana L. Cordray
Clerk-Treasurer
Publication Dates: February 11`h and 18`h, 2011
•
Prescribed by State Board of Accounts 80202-5773504 General Form No.99P(Rev.2009A)
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
-(Must not exceed two actual lines,neither of which shall
t:eybs 1 t Ba than four solid lines of the type in which the body of the
Notice is hereby given that the Board of Pub-
lic Works and Safety for the City of Carmel lent is set).-number of equivalent lines
Hamilton County.Indiana will receive sealed ) (1
bids for the above described-Project No.11••Of lines
02Town Road: 131st Street to 146th Street
Project"at the office of the Clerk Thrashmer,,
One Civic Square,Carmel,Indiana(City ltaR3 01 lines
10:00 AM Local Time on or before March 02,
2011. and commencing as soon as practi-)f lines
cable thereafter10:00 a.m.Local Time,on the
same date such bids will be publicly opened Der of lines in notice
and read aloud in the Council Chambers of
City Hall.No late bids will be accepted.
All bids and proposals shall be properly and - -completely executed on the proposal forms
provided with the plans and specifications. I II�RGES
which will Include the non-collusion affidavit.
as required by the State of Indiana.The bid F CHARGES
envelope must be sealed and have the words
"ND - Town Road: 131st Street to 146th
0 columns wide equals 228.0 equivalent lines at.685
Street-City of Cannel Praect#11.02. $ 156.20
notilessnthanct tifipercentk(10%) ofrhthelne
amount bid must be submitted with each ge for notices containing rule and figure work(50 per cent
bid. A one hundred percent (100%) perfor-
mance and payment bond will also be re-mount)
uired of the successful bidder.It is intended
that actual construction of all work divisions ra proofs of publication($1.00 for each proof in excess of two) .00
shall be started as soon as practicable,and MOUNT OF CLAIM
each bidder shall be prepared to enter $ 156.20
promptly Into a construction contract, fur-
nish a performance bond. and begin work
without delay in the event the award is made JUNG COST
to him.
A pre-bid meeting has been scheduled for
Tuesday.February 22nd.2011 at 9:30 a-m.in column 5_8 ems Size of type 7
the Caucus Room of Carmel City Hall. Any
contractors planning to submit bids on this t=ons 2.0
Project are encouraged to attend this meet-
ing.
The Protect consists of.but is not necessarily
limited to.the following:
Reconstruction of and continuing Road at
lintertsectit 146th street. Mortl+to )rovisions and penalties of IC 5-11-10-1,i hereby certify that the foregoing account is
Contract Documents for the Project have he amount claimed is legally due,after allowing all just credits,and that no part of the same
been assembled into one bound project man-
ual, u
which together with drawings. may be
examined at the following locations:
City of Cannel
Department of Engineering-1st Floor
Cams Square
t the printed matter attached hereto is a true copy,of the same column width and type size,
(311)571-2441
American Structurepoint.Inc. shed in said paper 2 times. The dates of publication being between the dates of:
7260 Shadeland Station
Indianapolis IN 46256
(317)547-5580 1/2011
Complete sets of bidding documents can be
obtained from Eastern Engineering Supply.
through lithe vAmeriican Struucturepoint plan
room. http://www.structurepolntplan-;menu checked below is true and correct:
room.com/. for a Non-Refundable fee of
$150.00 for each complete set, payable to
American Structurepoint.These sets Include
half-size drawings,cross sections,and pro-not have a Web site.
ject specifications.All payments and costs of
Contract Documents are non-refundable.
c Web site and this public notice was posted on the same da y as it was published blished in
Bidders ctampteets of drawings have
and shall assume the risk of any er-
rors )�
or incomplete sets beds prepared and onance Web site,but due to a technical problem or error,public notice was posted on
on incomplete sets of drawings and Contract s
Documens. Web site but refuses to post the public notice.
This Projetct will be funded by the City of Cam=el. � P
Wage rates for the Project shall not be less
than the current prescribed scale of wages
as determined by the Common Construction
Wage Committee in accordance with I.C.5• \/y�,`�1
For special included accommodations in the ati ns Manual.
ha handicapped el accvidua s plans geeded by
the pre-bid conference nferencelo planning to attend
the pre-bid conference or public bid opening
meeting,please call or notify the City of Car-
east forty-eight(48 hours(prior thereto.571-2441.at
No bidder may withdraw any bid or roposal
within a period of thirty(30)days following Title: Clerk
the date set for receiving bids or proposals.
The Carmel Board of Public Works and Safety
reserves the right to hold any or all bids or
proposals for a period of not more thart thirty
(30)days and said bids or proposal shall re-
main In full force and effect during said pe-
riod.The City of Carmel reserves the right to
reject and/or cancel any and all bids,solici-
tations and/or otters In whole or in part as
i
specified in the solicitations when it is not in
the best interests of of the governmental body
accordannce with IC 5-22-18-2 agency In
Diana L Cordray
Clerk-Treasurer
(S•2/12/11.2/19/11-5773504)
BID PROPOSAL SUMMARY PAGE
Complete the following information and place as the cover page to your bid
packet. Insert all documents into an envelope with project name and your
company name clearly marked on the outside. Seal the envelope.
Company:
Calumet Civil Contractors, Inc.
Project Name:
Towne Road: 131st Street to 146th Street
Date Submitted:
March 2, 2011
Base Bid
Amount: $4,373,500.00
Revised 2/2/2011
BIDDER'S ITIMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders.
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized.
Project: Towne Road: 131st Street to 1461'Street
Proposal For Construction of: Reconstruction of Towne Road beginning at 131st Street anti
continuing North to the intersection 146111 Street
Date: March 2, 2011
To: City of Carmel, Indiana,Board of Public Works and Safety
BID-1 1N2004_0222.PI-12.PE.DOC
PART 1
BIDDER INFORMATION
(Print)
1.1 Bidder Name: Calumet Civil Contractors, Inc.
1.2 Bidder Address: Street Address: 4898 Fieldstone Drive
City: Whites town State: IN Zip: 46075
Phone: (317) 769-1900 Fax: (317) 769-7424
1.3 Bidder is a/an[mark one]
Individual Partnership X Indiana Corporation
Foreign(Out of State) Corporation;State:
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Carmel,
Indiana,foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion #2, dated January 23, 19581
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
BID-2 1N2004.0222.PH2.FE.DOC
PART 2
BID PROPOSAL
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items,total Four Million Three Hundred Seventy
Three Thousand Five Hundred and 00/100 Dollars ($ 4,373,500.00 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
BID-3 1N2004.0222.PH2.FE.DOC
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.11-02 Base Bid
Towne Road from 131st Street to 146th Street
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
1 CONSTRUCTION ENGINEERING LS 1 $36,300.00 $36.300.00
2 MOBILIZATION AND DEMOBILIZATION LS 1 $220,000.00 $220,000.00
3 CLEARING RIGHT OF WAY LS 1 $20,000.00 $20,000.00
4 EXCAVATION,COMMON CYS 2,807 $76.00 $213,332.00
5 BORROW CYS 43.344 $6.50 $281,736.00
6 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 66 $40.00 $2,640.00
7 TEMP DITCH INLET PROTECTION EACH 12 $85.00 $1,020.00
8 TEMPORARY SILT FENCE LFT 11.308 $1.30 $14,700.40
9 NO.2 STONE TON 200 $16.00 $3,200.00
10 TEMPORARY CURB INLET PROTECTION EACH 2 $200.00 $400.00
11 TEMPORARY HORSESHOE DAM EACH 8 $800.00 $6,400.00
12 SUBGRADE TREATMENT,TYPE IIIA SYS 582 $6.50 $3,783.00
13 STRUCTURAL BACKFILL,TYPE 1 CYS 5,354 $17.00 $91,018.00
14 STRUCTURAL BACKFILL,TYPE 2 CYS 105 $34.00 $3,570.00
15 CHEMICAL MODIFICATION.SOILS SYS 43.629 $4.00 $174,516.00
16 COMPACTED AGGREGATE.NO 53,BASE TON 3,654 $16.00 $58,464.00
17 COMPACTED AGGREGATE,NO.73 TON 95 $36.00 $3,420.00
18 MILLING,ASPHALT,1 1/2 IN SYS 2.627 $2.00 $5,254.00
19 HMA SURFACE,TYPE A TON 978 $65.00 $63,570.00
20 HMA SURFACE,TYPE C TON 2,975 $68.00 $202,300.00
21 HMA INTERMEDIATE,TYPE A TON 1,946 $60.00 $116,760.00
22 HMA INTERMEDIATE,TYPE C TON 4,634 $55.00 $254,870.00
23 HMA BASE,TYPE C TON 12.204 $52.00 $634,608.00
24 HMA,TYPE C,INTERMEDIATE.OG 19.0mm TON 5,124 $56.00 $286,944.00
25 ASPHALT FOR TACK COAT TON 38 $100.00 $3,800.00
26 CURB RAMP,CONCRETE.C SYS 70 $122.00 $8,540.00
27 CURB RAMP,CONCRETE,G SYS 52 $130.00 $6,760.00
28 CURB RAMP.CONCRETE.K SYS 23 $158.00 $3,634.00
29 SIDEWALK.CONCRETE,4 IN SYS 25 $76.00 $1,900.00
30 CURB AND GUTTER,TYPE II LFT 12.064 $12.00 $144,768.00
31 CURB AND GUTTER,TYPE III LFT 11.768 $10.00 $117,680.00
32 HMA FOR APPROACHES,TYPE A TON 195 $102.00 $19,890.00
33 PCCP FOR APPROACHES,6 IN SYS 488 $58.00 $28.304.00
34 MAILBOX ASSEMBLY,SINGLE EACH 10 $350.00 $3,500.00
35 GEOTEXTILES SYS 71 $3.99 $283.29
36 RIPRAP,REVETMENT TON 34 $26.00 $884.00
37 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 3 $200.00 $600.00
38 FERTILIZER TON 2 $1,281.00 $2,562.00
39 SEED MIXTURE,U LBS 480 $3.00 $1,440.00
40 SEED MIXTURE.T LBS 256 $4.45 $1,139.20
41 MULCHING MATERIAL TON 14 $487.00 $6,818.00
42 WATER kGAL 48 $9 65 $463.20
43 TOPSOIL CYS 14.831 $24.00 $355,944.00
44 SODDING,NURSERY SYS 13,129 $2.52 $33,085.08
45 PLANT,DECIDUOUS SHRUB,24 TO 36 IN EACH 216 $32.55 $7,030.80
46 PLANT.DECIDUOUS TREE,MULTI-STEM,72 TO 96 IN EACH 18 $203.50 $3,663.00
47 PLANT.DECIDUOUS TREE,SINGLE STEM,1 25 TO 2 IN EACH 60 $240.00 $14,400.00
48 PLANT,DECIDUOUS TREE,SINGLE STEM,OVER 2 TO 2.5 IN EACH 121 $285.00 $34,485.00
49 PLANT.GROUND COVER EACH 3,237 $2.82 $9,128.34
50 PLANT.PERENNIAL EACH 921 $20.95 $19,294.95
51 FIELD OFFICE.B MOS 12 $2,500.00 $30,000.00
52 STRUCTURE,PRECAST.RC,BOX SECTION 5FT X 2FT LFT 117 $230.00 $26,910.00
53 PIPE.TYPE 4,CIRCULAR,6 IN LFT 11,849 $3.55 $42,063.95
54 VIDEO INSPECTION FOR PIPE LFT 7.391 $1.55 $11,456.05
55 PIPE END SECTION. 12 IN EACH 6 $600.00 $3,600.00
56 PIPE END SECTION,15 IN EACH 2 $640.00 $1,280.00
57 PIPE END SECTION.18 IN EACH 6 $700.00 $4,200.00
58 PIPE.REINFORCED CONCRETE.12 IN. LFT 3.692 $28.00 $103,376.00
59 PIPE,REINFORCED CONCRETE,15 IN. LFT 2,359 $30.00 $70,770.00
60 PIPE,REINFORCED CONCRETE,18 IN. LFT 598 $33.00 $19,734.00
61 PIPE,REINFORCED CONCRETE.24 IN. LFT 638 $42.00 $26,796.00
62 PIPE,REINFORCED CONCRETE,36 IN. LFT 104 $78.00 $8,112.00
63 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $1.10 $3,300.00
64 AGGREGATE FOR UNDERDRAINS CYS 1.106 $36.45 $40.313.70
65 GEOTEXTILES FOR UNDERDRAIN SYS 12,553 $1.52 $19,080.56
66 INLET,J10 EACH 13 $1,400.00 $18,200.00
67 INLET,M10 EACH 26 $1,400.00 $36.400.00
68 CATCH BASIN,E7 EACH 4 $1,600.00 $6,400.00
69 CATCH BASIN,K10 EACH 37 $2.100.00 $77,700.00
70 MANHOLE,C4 EACH 36 $1,900.00 $68,400.00
71 MANHOLE,J4 EACH 2 $2,500.00 $5,000.00
72 MANHOLE,C7 EACH 1 $1.900.00 $1,900.00
73 CASTING,ADJUST TO GRADE EACH 3 $550.00 $1,650.00
74 FIRE HYDRANT,RELOCATE EACH 5 $1,475.00 $7,375.00
75 FIRE HYDRANT,ADJUST TO GRADE EACH 7 $1,325.00 $9,275.00
76 VALVE BOX,ADJUST TO GRADE EACH 16 $550.00 $8,800.00
77 CURB BOX,ADJUST TO GRADE EACH 3 $500.00 $1,500.00
78 INLET,RELOCATE EACH 2 $1,600.00 $3,200.00
79 FIELD CORE HOLE EACH 9 $1,020.00 $9,180.00
80 CONSTRUCTION SIGN.C EACH 10 $196.00 $1,960.00
1 81 ROAD CLOSURE SIGN ASSEMBLY EACH- 7 $425 00 $2.975.00
82 DETOUR ROUTE MARKER ASSEMBLY EACH- 25 355 D0 $2,125.00
83 CONSTRUCTION SIGN,A EACH 15 $150 00 $2,700.00
34 MAINTAINING TRAFFIC LS 1 $6,635.04 56,635.04
85 BARRICADE,All-B LFT • 156 $10.50 51,838.00
86 SIGN POST,SQUARE,TYPE 1.REINFORCED ANCHOR BASE LFT 231 514.52 $3.354.12
'
87 SIGN,SHEET ASSEMBLY,RELOCATE EACH 5 5135.79 $928.95
88 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS I SFT 66 $16.16 $1,067.88
89 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SFT 64 $17.83 $1,141.12
90 SIGN,SHEET,WITH LEGEND 0.125 IN THICKNESS SFT 9 $22.78 $205.02
91 HANDHOLE EACH 19 $915.62 $17,396.78
92 CABLE INTERDUCT LFT 7,249 515.27 5117,941.23
93 DECORATIVE STREET SIGN ASSEMBLY EACH 3 $2,009.37 56,028.11
94 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK.WHITE 24" LFT 120 $4.13 $495.60
95 TRANSVERSE MARKING THERMOPLASTIC,CROSSWALK LINE,8" LFT 373 $1.38 $514.74
96 LINE,THERMOPLASTIC.BROKEN,WHITE,4 IN LFT 2,921 $0.39 $1,139.19
97 LINE,THERMOPLASTIC.SOLID,WHITE,4 IN LET 1,307 $0.39 $509.73
98 LINE THERMOPLASTIC.SOLID,WHITE,8 IN LFT 496 $1.03 $510.88
99 LANE THERMOPLASTIC SOLID YELLOW,4 IN LFT 11,756 $0.39 $4,584 84
100 TRANSVERSE MARKING,THERMOPLASTIC,STOP LINE.24" LFT 61 $4.13 5251.93
101 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,LANE INDICATION EACH 3 $60,00 $180.00
ARROW .
102 PAVEMENT MESSAGE MARKING,THERMOPLASTIC.ONLY EACH 3 585.00 $255.00
103 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 10 5163.80 $1,638.00
104 LINE,THERMOPLASTIC,BROKEN,WHITE,SIN,3FT STRIPE-3 FT GAP LFT 172 $1.85 5318.20
105 LINE,THERMOPLASTIC,BROKEN,WHITE,121N,3FT STRIPE-3 FT GAP LFT 247 $2.96 $731.12
106 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,FISHHOOK LANE EACH 4 5375.00 $1,500.00
INDICATION ARROW
TOTAL: $4,373,500.00
SUBMITTED BY: Calumet Civil Contractors, Inc.
SIGNATURE Ail... AllA, A
11111 in d
TITLE: Vice President
ADDRESS: 4898 Fieldstone Drive Whitestown, In 46075
PART 4
CONTRACT DOCUMENTS AND ADDENDA
4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as
defined in the Standard General Conditions and incorporates such Contract Documents
herein by reference.
4.2 The Bidder acknowledges receipt of the following addenda:
ADDENDUM NUMBER DATE
p 2/16/11
Two 2/24/11
Three 2/28/11
BID-5 1N2004.0222.PH2.FE.DOC
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract
Documents in Section 5.3 of this Part.
5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a
material qualification or variance from the terms of the Contract Documents may result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
None
BID-6 1N2004.0222.PH2.FE.DOC
BID PROPOSAL SUMMARY PAGE
Complete the following information and place as the cover page to your bid
packet. Insert all documents into an envelope with project name and your
company name clearly marked on the outside. Seal the envelope.
Company: E & B Fes, Im. �Gractx, Inc. (Joint Venture)
Project Name: rItAre mod: 131st sit to 146th Street
Date Submitted: manth 2, 2011
Base Bid
Amount: 4,266,248.25
Revised 21212011
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIQNS
City of Carmel
Instructions To Bidders:
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized.
Project Towne Road:131st Street to 146"Street
Proposal For Construction of: Reconstruction of Towne Road beginning at 131st Street and
continuing North to the intersection 146"'Street
Date: Mardi 2, 2011
To: City of Carmel,Indiana, Board of Public Works and Safety
BID-I 1112004.0222.PH2IE.DOC
PART I.
BIDDER INFORMATION
(Print)
1.1 Bidder]Name: & B ' , .
Cr dex, Irr. (Joint V tore)
1.2 Bidder Address: Street Address: 171342 Mic ].et fl ANfflar a
3585 Priority way South Dr.
City: 1431D1Esville State: IN Zip: 46050
Indianapolis' IN 46240
Phone: (317) 773-4132 Fax: (317) 773-4137
(317) 573-3970 (317) 53- J1
1.3 Bidder is alan [mark one]
Individual Partnership Indiana Corporation
Foreign (Out of State) Corporation; State:
XC Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Carmel,
Indiana,foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion 142,. dated January 23, 1958.]
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
BID-2 1N2004.0222.PH2.FE.DOC
PART 2
BID PROPOSAL
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items, total *** SEE BILYR
Dollars ($ 4,266,248.25 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
*** Fbur Million, Thu Fl 3rr 3 Sixty-Six Ttrusard, 'ND Hu ed Fbrty-Eight and
Warty-Five Osnts.
BID-3 1N2004.0222.PE2.FE.DOC
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No, 11-02 Base Bid
Towne Road from 131st to 146th Street
ITEM
NO DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $ 95,000.00 $ 95,000-00
2 'MOBILIZATION AND DEMOBILIZATION LS 1 $ 209,000.00 $ 209,000.00
3 CLEARING RIGHT Of WAY LS 1 $ 150,000.00 5 150,00000
4 EXCAVATION.COMMON CYS 2,807 $ 96.00 $ 269,472.00
T
5 BORROW CYS 43.344 $ 4.00 $ 173,376.00
6 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 66 $ 28.00 $ 1,848.00
7 TEMP DITCH INLET PROTECTION EACH 12 $ 85.00 $ 1,020.00
8 TEMPORARY SILT FENCE LFT 11,308 $ 1.35 $ 15,265.80
9 NO.2 STONE TON 200 $ 22.00 $ 4,400.00
10 TEMPORARY CURB INLET PROTECTION EACH 2 $ 100,00 $ 200.00
11 TEMPORARY HORSESHOE DAM EACH 8 $ 1,100.00 $ 6,800.00
12 SUBGRADE TREATMENT,TYPE IIIA SYS 582 $ 6.40 $ 3.724.80
13 STRUCTURAL BACKFILL,TYPE 1 CYS 5,354 $ 20.00 $ 107,080.00
14 STRUCTURAL BACKFILL,TYPE 2 CYS 105 $ 31.00 $ 3,255.00
15 CHEMICAL MODIFICATION,SOILS SYS 43,629 $ 4.50 $ 196,330,50
16 COMPACTED AGGREGATE.NO.53,BASE TON 3.654 $ 18,00 $ 65,772.00
17 COMPACTED AGGREGATE.NO.73 TON 95 5 18.00 $ 1,710.00
18 MILLING,ASPHALT,1 112 IN SYS 2,827 $ 2.00 S 5.254,00
19 HMA SURFACE,TYPE TON 978 $ 40.00 5 39,120.00
20 HMA SURFACE,TYPE C TON 2,975 $ 56.00 $ 172,550.00
21 .HMA INTERMEDIATE,TYPE A TON 1,946 $ 47.00 $ 91,482.00
22 HMA INTERMEDIATE,TYPE C TON 4,634 $ 44.00 $ 203.898.00
23 HMA BASE.TYPE C TON 12,204 $ 43.00.$ 524,772,00
24 HMA,TYPE C,INTERMEDIATE.OG 19.0 mm TON 5,124 5 43.00 $ 220,332.00
25 ASPHALT FOR TACK COAT TON 3B $ 250.00 $ 9,500.00
26 CURB RAMP.CONCRETE,C SYS 70 $ 85.00 S 5,950.00
27 CURB RAMP,CONCRETE,G SYS 52 $ 85.00 $ 4,420.00
28 CURB RAMP,CONCRETE,K SYS 23 $ 85.00 $ 1,955.00
29 SIDEWALK,CONCRETE,4 IN SYS 25 $ 52.00 $ 1.300.00
30 CURB AND GUTTER,TYPE II LET 12,064 $ 9.60 $ 115,814.40
31 CURB AND GUTTER,TYPE III LET 11,766 $ 9.60 $ 112,972.80
32 HMA FOR APPROACHES,TYPE A TON 195 $ 75.00 $ 14.625.00
33 PCCP FOR APPROACHES,6 I SYS 488 $ 32.50 $ 15,860.00
34 MAILBOX ASSEMBLY,SINGLE EACH 10 $ 180.00 $ 1,800.00
35 GEOTEXTILES SYS 71 $ 4.50 5 319.50
36 RIPRAP,REVETMENT TON 34 $ 28.00 $ 552.00
37 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 3 $ 210.00 $ 630.00
38 FERTILIZER TON 2 $ 1,345.00 $ 2,690.00
39 SEED MIXTURE.U LBS 480 $ 3.15 5 1,512.00
40 SEED MIXTURE.T LBS 256 $ 4 65 $ 1,190.40
41 MULCHING MATERIAL TON 14 $ 511.00 $ 7,154.00
42 WATER kGAL 46 $ 10.00 $ 460.00
43 TOPSOIL CYS 14,831 $ 6.50 $ 96.401.50
44 SODDING,NURSERY SYS 13,129 $ 3.30 $ 43.325.70
45 PLANT,DECIDUOUS SHRUB,24 TO 36 IN EACH 216 $ 34.00 $ 7.3.44.00
46 PLANT,DECIDUOUS TREE,MULTI-STEM,72 TO 96 IN EACH 18 $ 213,00 $ 3,834.00
47 PLANT,DECIDUOUS TREE,SINGLE STEM,1.25 TO 2 IN EACH 60 $ 250.00 $ 15,000.00
48 PLANT.DECIDUOUS TREE,SINGLE STEM,OVER 2 TO 2.5 IN EACH 121 $ 299,00 $ 36,179.00
49 PLANT,GROUND COVER EACH 3.237 $ 2.95 $ 9.549.15
50 PLANT,PERENNIAL EACH 921 $ 22.00 $ 20,262.00
51 FIELD OFFICE.B MOS 12 $ 2,089.97 $ 25,079.64
52 STRUCTURE,PRECAST.RC,BOX SECTION 5FT X 2FT LFT 117 $ 248.00 $ 29,016.00
53 PIPE,TYPE 4,CIRCULAR,6 IN LFT 11,849 S 4.35 $ 51,543.15
54 'VIDEO INSPECTION FOR PIPE LFT 7,391 $ 1.00 $ 7,391.00
55 PIPE END SECTION,12 IN EACH 6 $ 575.00 5 3,450.00
56 PIPE END SECTION.15 tN EACH 2 $ 585.00 $ 1,170.00
57 PIPE END SECTION,18 IN EACH 6 $ 650.00 $ 3.900.00
58 PIPE, REINFORCED CONCRETE,12 IN LFT 3,692 $ 29.00 $ 107.068.00
59 PIPE,REINFORCED CONCRETE,15 IN LET 2.359 $ 33.00 $ 77,847.00
60 PIPE,REINFORCED CONCRETE,18 IN LFT 598 $ 35.00 $ 20,930.00
61 PIPE,REINFORCED CONCRETE,24 IN. LFT 638 $ 48.00 $ 30,624.0Q
62 PIPE,REINFORCED CONCRETE.36 IN. LFT 104 $ 75.00 $ 7.800.00
63 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $ 1.00 $ 3,000.00
64 AGGREGATE FOR UNDERDRAINS CYS 1,106 $ 29.00 $ 32,074.00
65 GEOTEXTILES FOR UNOERDRAIN SYS 12,553 $ 1.00 $ 12,553.00
66 INLET,J10 EACH 13 $ 1,400,00 $ 18,200.00
67 INLET,M10 EACH 26 $ 1,900.00 $ 49,400.00
68 CATCH BASIN,E7 EACH 4 $ 1,800 00 $ 7,200.00
69 CATCH BASIN.K10 EACH 37 $ 2,300.00 $ 85,100.00
70 MANHOLE,C4 EACH 36 $ 1,900.00 $ 68,400.00
71 MANHOLE,J4 EACH 2 $ 3,200.00 $ 6,400.00
72 MANHOLE,C7 EACH 1 $ 1,800.00 $ 1,800.00
73 CASTING,ADJUST TO GRADE EACH 3 $ 860.00 $ 2,580.00
74 FIRE HYDRANT,RELOCATE EACH 5 $ 6,500.00 $ 32,500.00
75 FIREHYDRANT,ADJUST TO GRADE EACH 7 $ 1,100.00 $ 7,700.00
76 VALVE BOX,ADJUST TO GRADE EACH 16 $ 380 00 $ 6,080,00
77 CURB BOX.ADJUST TO GRADE EACH 3 $ 430.00 $ 1,290.00
78 INLET.RELOCATE EACH 2 $ 1,400.00 5 2,800.00
79 FIELD CORE HOLE EACH 9 $ 650.00 $ 5,850.00
BO CONSTRUCTION SIGN.C EACH 10 $ 195.00 $ 1,950 00
81 ROAD CLOSURE SIGN ASSEMBLY EACH 7 $ 425.00 $ 2,975.00
82 DETOUR ROUTE MARKER ASSEMBLY EACH 25 $ 85.00 S 2,125.00
83 CONSTRUCTION SIGN,A EACH 15 $ 180.00 $ 2,700.00
84 MAINTAINING TRAFFIC LS 1 $ 325,520 00 $ 325,520.00
85 BARRICADE,III•S LFT 156 $ 10.50 $ 1,638.00
86 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR BASE LFT 231 5 13.50 5 3,118.50
87 SIGN SHEET ASSEMBLY,RELOCATE EACH 5 $ 40.00 $ 20000
88 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS SFT 66 $ 17.00 ' $ 1.122.00
89 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SET 64 $ 18.00 $ 1,152.00
90 SIGN,SHEET,WITH LEGEND 0.125 IN THICKNESS SET 9 $ 1.00 $ 9.00
Si HANDHOLE EACH 19 5 850.00 $ 16,150,00 .
92 CABLE INTERDUCT LET 7,249 $ 11.85 $ 05,900.65
93 DECORATIVE STREET SIGN ASSEMBLY EACH 3 $ 1,885.00 $ 5,655.00 •
94 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" LFT 120 $ 4.13 $ 495.60
95 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK LINE,8" LFT 373 5 1.38 $ 514.74
96 LINE.THERMOPLASTIC,BROKEN,WHITE.4 IN _ LET 2,921 $ 0.39 $ 1 13913
97 LINE,THERMOPLASTIC.SOLID,WHITE.4 IN LFT 1,307 $ 0.39 $ 509.73
98 LINE THERMOPLASTIC,SOLID,WHITE,6 IN LFT 496 $ 1-03 $ 510.88
99 LINE THERMOPLASTIC,SOLID,YELLOW,4 IN LFT 11,756 $ 0.39 $ 4,584.84
100 TRANSVERSE MARKING,THERMOPLASTIC,STOP LINE, 24" LET 61 $ 4.13 $ 251.93
PAVEMENT MESSAGE MARKING,THERMOPLASTIC,LANE INDICATION EACH 3 $ 60.00 $ 180,00
101 "ARROW
102 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,ONLY EACH 3 $ 85.00 $ 255.00
103 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 10 163.80 1,638.00
104 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN,3FT STRIPE-3 FT GAP LFT 172 1,85 318.
105 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN,3FT STRIPE-3FT GAP LFT 247 2.955 728.65
PAVEMENT MESSAGE MARKING.THERMOPLASTIC,FISHHOOK LANE
106 INDICATION ARROW EACH 4 375.00 1,500.00
TOTAL: 4,266,248.25
SUBMITTED BY: E&B Pavin•, Inc/Gradex, Inc. Joint Venture
e S---"s‘6....t ,
SIGNATUy 41 .!/j!/.t - 4 . L
/Larry Canterb 1 Scott Sweeney +
ITLE: Vice Presidc't I Vice President
ADDRESS: 17042 Middletown Avenue, Noblesville, IN 460601
3685 Priority Way South Drive, Indianapolis, IN 46240
PART 4
CONTRACT DOCUMENTS AND ADDENDA
4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as
defined in the Standard General Conditions and incorporates such Contract Documents
herein by reference.
4.2 The Bidder acknowledges receipt of the following addenda:
ADDENDUM NUMBER DATE
I F .ty 16, 2011
2 Ferry 24, 2011
3 Ftaruaxy 28, 2011
BID-5 IN2404.4222.PH2,FE,DOC
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract
Documents in Section 5.3 of this Part.
5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a
material qualification or variance from the terms of the Contract Documents may result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
WA
BID-6 w2004.0222.FH2.FE.uoc
BID PROPOSAL SUMMARY PAGE
Complete the following information and place as the cover page to your bid
packet. Insert all documents into an envelope with project name and your
company name clearly marked on the outside. Seal the envelope.
Company:
b.,\ICr2-1c2- 1 \
Project Name: O\p 1F-N' - 9-01\\D
Date Submitted: -5 - a - 2Q \ \
Base Bid
t336,12.11
Amount:
Revised 21212011
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
IThis form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized
I
Pzoect: Towne Road: 131st Street to 146A Street
11
Proposal For Construction of: Reconstruction of Towne Road beginning at 131st Street and
continuing North to the intersection He Street
Date: J 2-0
To: City of Carmel, Indiana, Board of Public Works and Safety
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BID-1 IN2404.0^22.PH2.FE.DOC
PART 1
BIDDER INFORMATION
(Print)
1.1 Bidder Name: 1tyE.Q 11- 1 1 oee r .
tH r
1.2 Bidder Address: Street Address:
Aeb0t vacs-1- � '
city:IMINAI-Witu5 State: 11`1 Zip: 4(o ZL
Phone: J� 3'-/' O'15a Fax: 7]∎ 1 '33L4. 1)Sct
1.3 Bidder is a/an[mark one]
Individual Partnership Y Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Carmel,
Indiana,foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion #2, dated January 23, 1958.]
.1 Corporation Name: N
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
j
BID-2 IN2004.0222.PH2.FE,DOC
1
I PART 2
BID PROPOSAL
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Ite• s, total -11µ #411...u00 EIC D l)
it 4r -51X ..j ►J • _ " Dollars ($ 3 636,8i l . 210 ). The
Bidder acknowledges that evaluation of the owest Bid shall {:oe based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
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BID-3 IN2004.0222.PH2.FEDOC
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.11-02 Base Bid
Towne Road from 131st Street to 146th Street
ITE
NO.M UNIT UNIT QUANTITY PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $249,000.00 $249,000.00
2 MOBILIZATION AND DEMOBILIZATION LS 1 $192,000.00 $192.000.00
3 CLEARING RIGHT OF WAY LS 1 $100,000.00 $100,000.00
4 EXCAVATION,COMMON CYS 2,807 $50.00 5140.350.00
5 BORROW CYS 43,344 $0.01 $433.44
6 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 66 $50.00 $3,300.00
7 TEMP DITCH INLET PROTECTION EACH 12 $55.00 $660.00
8 TEMPORARY SILT FENCE LFT 11,308 $1.25 $14,135.00
9 NO 2 STONE TON 200 $30.00 $6,000.00
10 TEMPORARY CURB INLET PROTECTION EACH 2 $45.00 $90.00
11 TEMPORARY HORSESHOE DAM EACH 8 $250.00 $2,000.00
12 SUBGRADE TREATMENT,TYPE IIIA SYS 582 $8.00 $4,656.00
13 STRUCTURAL BACKFILL,TYPE 1 CYS 5.354 $20.00 $107,080.00
14 STRUCTURAL BACKFILL,TYPE 2 CYS 105 $25.00 $2,625.00
15 CHEMICAL MODIFICATION.SOILS SYS 43,629 $5.75 $250,866.75
18 COMPACTED AGGREGATE,NO.53,BASE TON 3,654 $16.50 $60,291.00
17 COMPACTED AGGREGATE,NO.73 TON 95 $17.50 $1,662.50
18 MILLING,ASPHALT,1 1/2 IN SYS 2.627 $10.00 $26,270.00
19 HMA SURFACE,TYPE A TON 978 $67.50 $66,015.00
20 HMA SURFACE,TYPE C TON 2,975 $62.50 $185,937.50
21 HMA INTERMEDIATE,TYPE A TON 1.946 $50.00 $97,300.00
22 HMA INTERMEDIATE,TYPE C TON 4,634 $50.00 $231,700.00
23 HMA BASE.TYPE C TON 12,204 $40.00 $488,180 00
24 HMA,TYPE C,INTERMEDIATE,OG 19.0mm TON 5,124 $48.00 5245,952 00
25 ASPHALT FOR TACK COAT TON 38 $400.00 $15,200.00
26 CURB RAMP,CONCRETE.C SYS 70 $70.00 $4,900.00
27 CURB RAMP,CONCRETE,G SYS 52 $70.00 $3,640.00
28 CURB RAMP.CONCRETE,K SYS 23 $90.00 $2,070.00
29 SIDEWALK,CONCRETE,4 IN SYS 25 $70.00 $1,750.00
30 CURB AND GUTTER,TYPE II LFT 12,064 $8.26 $99,648.64
31 CURB AND GUTTER,TYPE III LFT 11,768 $8.26 $97,203.68
32 HMA FOR APPROACHES,TYPE A TON 195 $125.00 $24.375.00
33 PCCP FOR APPROACHES,6 IN SYS 488 $44.43 $21,681.84
34 MAILBOX ASSEMBLY,SINGLE EACH 10 $175.00 $1,750.00
35 GEOTEXTILES SYS 71 $2.50 $177.50
36 RIPRAP,REVETMENT TON 34 $40.00 51,360.00
37 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 3 $400.00 $1,200.00
38 FERTILIZER TON 2 $495.00 $990.00
39 SEED MIXTURE,U LBS 480 $3.40 $1,632.00
40 SEED MIXTURE.T LBS 256 $1.95 $499.20
41 MULCHING MATERIAL TON 14 $235.00 $3.290.00
42 WATER kGAL 48 $1.00 $48.00
43 TOPSOIL CYS 14,831 $0.10 $1,483.10
44 SODDING,NURSERY SYS 13,129 $2.36 $30,984 44
45 PLANT,DECIDUOUS SHRUB,24 TO 36 IN EACH 216 $81.00 $17,496.00
46 PLANT,DECIDUOUS TREE,MULTI-STEM,72 TO 96 IN EACH 18 $138.00 $2,484.00
47 PLANT,DECIDUOUS TREE,SINGLE STEM.1.25 TO 2 IN EACH 60 $152.00 $9.120.00
48 PLANT,DECIDUOUS TREE.SINGLE STEM,OVER 2 TO 2.5 IN EACH 121 $202.00 $24,442.00
49 PLANT,GROUND COVER EACH 3,237 $5.20 $16,832.40
50 PLANT.PERENNIAL EACH 921 $26.00 $23,946.00
51 FIELD OFFICE.B MOS 12 $1,750.00 $21,000.00
52 STRUCTURE.PRECAST.RC.BOX SECTION 5FT X 2FT LFT 117 $300.00 $35,100.00
53 PIPE.TYPE 4,CIRCULAR,6 IN LFT 11,849 $2.50 $29,622.50
54 VIDEO INSPECTION FOR PIPE LFT 7,391 $0.65 $4,804.15
55 PIPE END SECTION,12 IN EACH 6 $750.00 $4,500.00
56 PIPE END SECTION.15 IN EACH 2 $850.00 $1,700.00
57 PIPE END SECTION.18 IN EACH 6 $950.00 $5,700.00
58 PIPE,REINFORCED CONCRETE,12 IN. LFT 3.692 $25.00 $92.300.00
59 PIPE,REINFORCED CONCRETE,15 IN. LFT 2.359 $30.00 $70,770.00
60 PIPE,REINFORCED CONCRETE,18 IN. LFT 598 $35.00 $20,930.00
61 PIPE,REINFORCED CONCRETE,24 IN. LFT 638 $40 00 $25,520.00
62 PIPE.REINFORCED CONCRETE,36 IN. LFT 104 $50.00 $5,200.00
63 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $0.65 $1,950.00
64 AGGREGATE FOR UNDERDRAINS CYS 1,106 $40.00 $44,240.00
65 GEOTEXTILES FOR UNDERDRAIN SYS 12,553 $1.00 $12,553.00
66 INLET,J10 EACH 13 $1,500.00 $19,500.00
67 INLET,M10 EACH 26 $1,500.00 $39,000.00
68 CATCH BASIN,E7 EACH 4 $2,000.00 $8,000.00
69 CATCH BASIN,K10 EACH 37 $2,500.00 $92.500.00
70 MANHOLE,C4 EACH 36 $2,000.00 $72,000.00
71 MANHOLE,J4 EACH 2 $3,000.00 $6,000.00
72 MANHOLE.C7 EACH 1 $2,000.00 $2,000.00
73 CASTING.ADJUST TO GRADE EACH 3 $750.00 $2,250.00
74 FIRE HYDRANT,RELOCATE EACH 5 $250.00 $1,250.00
75 FIRE HYDRANT,ADJUST TO GRADE EACH 7 $250.00 $1,750.00
76 VALVE BOX,ADJUST TO GRADE EACH 16 $200.00 $3,200.00
77 CURB BOX,ADJUST TO GRADE EACH 3 $200.00 $600.00
78 INLET.RELOCATE EACH 2 $500.00 $1,000.00
79 FIELD CORE HOLE EACH 9 $200.00 $1,800.00
80 CONSTRUCTION SIGN,C EACH 10 $195.00 $1,950.00
81 ROAD CLOSURE SIGN ASSEMBLY EACH 7 $245.00 $1,715.00
82 DETOUR ROUTE MARKER ASSEMBLY EACH 25 $95.00 $2,375.00
83 CONSTRUCTION SIGN,A EACH 15 $138.00 $2,040.00
84 MAINTAINING TRAFFIC LS 1 $200,000.00 $200,000.00
85 BARRICADE,Ill-B LFT 158 $11.00 $1,716.00
86 SIGN POST,SQUARE,TYPE 1,REINFORCED ANCHOR BASE LFT 231 $14.50 $3,349.50
87 SIGN,SHEET ASSEMBLY,RELOCATE EACH 5 $45.00 $225.00
88 SIGN.SHEET,WITH LEGEND 0.080"THICKNESS SFT 66 $17.00 $1,122.00
89 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SFT 64 $18.00 $1,152.00
90 SIGN,SHEET,WITH LEGEND 0.125 IN THICKNESS SFT 9 $1.00 $9.00
91 HANDHOLE EACH 19 $850.00 $16,150.00
92 CABLE INTERDUCT LFT 7,249 $10.00 $72,490.00
93 DECORATIVE STREET SIGN ASSEMBLY EACH 3 $2,010.00 $6,030.00
94 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" LFT 120 $4.75 $570.00
95 TRANSVERSE MARKING THERMOPLASTIC,CROSSWALK LINE,8" LFT 373 $1.60 $596.80
96 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LFT 2,921 $0.78 $2,278.38
97 LINE.THERMOPLASTIC,SOLID,WHITE,4 IN LFT 1,307 $0.43 $562.01
98 LINE THERMOPLASTIC,SOLID,WHITE,6 IN LFT 498 $1.30 $644.80
99 LINE THERMOPLASTIC SOLID YELLOW.4 IN LFT 11,756 $0.43 $5,055.08
100 TRANSVERSE MARKING,THERMOPLASTIC,STOP LINE.24" LFT 61 $4.75 $289.75
101 PAVEMENT MESSAGE MARKING,THERMOPLASTIC.LANE INDICATION EACH 3 $90.00 $270.00
ARROW
102 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,ONLY EACH 3 $120.00 $360.00
103 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 10 $200.00 $2,000.00
104 LINE,THERMOPLASTIC,BROKEN,WHITE,SIN.3FT STRIPE•3 FT GAP LFT 172 $2.50 $430.00
105 LINE.THERMOPLASTIC,BROKEN.WHITE,121N,3FT STRIPE-3 FT GAP LFT 247 $3.90 $963.30
106 PAVEMENT MESSAGE MARKING,THERMOPLASTIC,FISHHOOK LANE EACH 4 $260.00 $1,040.00
INDICATION ARROW
TOTAL: $3,836,811 .26
SUBMITTED BY: Crider & Crider, Inc.
SIGNATURE 0
Robert E Crider
TITLE: President
ADDRESS: 4806 West 86th Street, Indianapolis 46268
PART 4
CONTRACT DOCUMENTS AND ADDENDA
I
4.1 The Bidder agrees to be bound by the terms and provisions of all Contract Documents as
defined in the Standard General Conditions and incorporates such Contract Documents
herein by reference.
4.2 The Bidder acknowledges receipt of the following addenda:
ADDENDUM NUMBER DATE
2-\c40- 2o'\
2�- 20\\
-
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BID-5 IN2004.0222.PH2.FE.DOC
PART 5
EXCEPTIONS
Instructions To Bidders:
5.1 The Bidder shall fully state each exception taken to the Specifications or other Contract
Documents in Section 5.3 of this Part.
5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a
material qualification or variance from the terms of the Contract Documents may result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
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BID-6 IN2004.0222.PH2.FE.DOC
v
BID PROPOSAL SUMMARY PAGE
Complete the following information and place as the cover page to your bid
packet. Insert all documents into an envelope with project name and your
company name clearly marked on the outside. Seal the envelope.
Company:
Rieth-Riley Construction Co. , Inc.
Project Name:
Towne Road: 131st Street to 146th Street
City of Carmel Project #11-02
Date Submitted: March 2, 2011
Base Bid
$3,701,357.00
Amount:
Revised 2/212011
I
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BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized.
Project: Towne Road: 131st Street to 146Th Street
1 Proposal For Construction of:
Reconstruction of Towne Road beginning at 131st Street and
continuing North to the intersection 146th Street
Date: March 2, 2011
To: City of Carmel, Indiana,Board of Public Works and Safety
BID-I IN2004.0222.PH2.FE.DOC
d. 41 i
PART I
BIDDER INFORMATION
(Print)
1.1 Bidder Name: Rieth-Riley Construction Co., Inc.
1.2 Bidder Address: Street Address: 1751 W. Minnesota Street
City: Indianapolis State: IN Zip: 46221
Phone: 317-634-5561 Fax: 317-631-6423
1.3 Bidder is a/an [mark one]
Individual Partnership x Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Carmel,
Indiana,foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion #2, dated January 23, 1958.]
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name;
Address:
BID-2 IN2004.0222.13FI2.FE,DOC
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.= 1 1
PART 2
BID PROPOSAL
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items,total?green l lirm_sev_en hirvfred e
tl sand three hundred fifty--seven Dollars ($3,701 ,357.00 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities listed in Part 3 of this Proposal are estimates
solely for the purpose of Bid evaluation and Contract award, and are not to be construed
as exact or binding. The Bidder further understands that all Work which may result on
the Contract shall be compensated for on a Unit Price basis and that the OWNER and
ENGINEER cannot and do not guarantee the amount or quantity of any item of Work to
be performed or furnished under the Contract.
BID-3 [N2004.0222.P1i2.FE.DCC
I PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.11-02 Base Bid
Towne Road from 131st Street to 146th Street
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
1 CONSTRUCTION ENGINEERING LS 1 $46.700.00 $46.700 00
2 MOBILIZATION AND DEMOBILIZATION LS I $146.180.99 $146,180.99
3 CLEARING RIGHT OF WAY LS 1 $42,315.00 $42,315.00
4 EXCAVATION,COMMON CYS 2.807 $55.00 $154,385.00
5 BORROW CYS 43.344 $7.20 $312.076 80
6 TEMPORARY CHECK DAM.REVETMENT RIPRAP TON 66 $41.80 $2.758.80
7 TEMP DITCH INLET PROTECTION EACH 12 $85 00 $1,020.00
8 TEMPORARY SILT FENCE LFT 11,308 $1.30 514.700.40
9 NO 2 STONE TON 200 $18 40 $3,680 00
10 TEMPORARY CURB INLET PROTECTION EACH 2 $100 00 $200.00
11 TEMPORARY HORSESHOE DAM EACH 8 $1,040.00 $8,320.00
12 SUBGRADE TREATMENT.TYPE IIIA SYS 582 $7 40 $4,306.80
13 STRUCTURAL BACKFILL,TYPE 1 CYS 5,354 $15 75 $84,325.50
14 STRUCTURAL BACKFILL.TYPE 2 CYS 105 $20.20 $2,121 00
15 CHEMICAL MODIFICATION,SOILS SYS 43.629 $4.67 $203,747.43
16 COMPACTED AGGREGATE,NO 53,BASE TON 3.654 $18.75 $68,512.50
17 COMPACTED AGGREGATE.NO 73 TON 95 $25 40 $2,413.00
18 MILLING,ASPHALT, 1 1/2 IN SYS 2,627 $3 50 $9,194 50
19 HMA SURFACE.TYPE A TON 978 $70.10 $68.557.80
20 HMA SURFACE,TYPE C TON 2.975 $57.75 $171,806.25
21 HMA INTERMEDIATE,TYPE A TON 1,946 $46 95 $91,364.70
22 HMA INTERMEDIATE.TYPE C TON 4,634 $42.85 $198,566.90
23 HMA BASE.TYPE C TON 12.204 $41.30 $504.025.20
24 HMA.TYPE C.INTERMEDIATE,OG 19.0mm TON 5.124 $45.70 5234.166.80
25 ASPHALT FOR TACK COAT TON 38 $520.00 $19,760.00
26 CURB RAMP.CONCRETE,C SYS 70 $106.00 $7,420.00
27 CURB RAMP,CONCRETE.G SYS 52 $110.00 $5.720.00
28 CURB RAMP CONCRETE,K SYS 23 5118.00 $2,714.00
29 SIDEWALK.CONCRETE.4 IN SYS 25 $46.70 $1,167.50
30 CURB AND GUTTER,TYPE II LFT 12,064 $10.00 $120,640.00
31 CURB AND GUTTER.TYPE III LFT 11,768 59.35 $110,030.80
32 HMA FOR APPROACHES,TYPE A TON 195 $74.60 $14,547.00
33 PCCP FOR APPROACHES.6 IN SYS 488 $40.55 $19.788.40
34 MAILBOX ASSEMBLY,SINGLE EACH 10 $180.00 $1,800.00
35 GEOTEXTILES SYS 71 $1.70 $120.70
36 RIPRAP,REVETMENT TON 34 $41.05 $1,395.70
37 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 3 $200.00 $600.00
38 FERTILIZER TON 2 $1,281.00 $2,562.00
39 SEED MIXTURE,U LBS 480 $3 00 $1,440.00
' -
40 SEED MIXTURE,T LBS 256 $4.45 $1,139.20
41 MULCHING MATERIAL TON 14 $487.00 $6,618.00
42 WATER kGAL 48 $9.85 $463.20
43 TOPSOIL CYS 14,831 38.00 3116,646.00
44 SODDING,NURSERY SYS 13,129 $2.52 333,085.08
45 PLANT,DECIDUOUS SHRUB,24 TO 36 IN EACH 216 $32.55 $7,030.80
46 PLANT,DECIDUOUS TREE,MULTI-STEM,72 TO 96 IN EACH 18 $203.50 $3,663.00
47 PLANT,DECIDUOUS TREE,SINGLE STEM,1.25 TO 2 IN EACH 60 3240.00 $14,400.00
48 PLANT,DECIDUOUS TREE,SINGLE STEM.OVER 2 TO 2.5 IN EACH 121 3285.00 $34,485,00
49 PLANT,GROUND COVER EACH 3,237 $2.82 $9,128.34
50 PLANT,PERENNIAL EACH 1 921 320.95 $19,294.95
51 FIELD OFFICE.B MOS 12 $2,125.00 $25,500.00
52 STRUCTURE,PRECAST,RC,BOX SECTION 5FT X 2FT LFT 117 $270.00 331,590.00
53 PIPE,TYPE 4.CIRCULAR,6 IN LET 11,84$ $1.85 621,920.85
54 VIDEO INSPECTION FOR PIPE LFT 7.391 $1,00 $7,391.00
55 PIPE END SECTION.12 IN EACH 6 $945.00 $5,670.00
56 V PIPE END SECTION,15 IN EACH 2 $960.00 $1,960.00
57 PIPE END SECTION.18 IN EACH 6 31.020.00 86,120.00
58 PIPE,REINFORCED CONCRETE, 12 IN. LFT 1 3.692 822.85 $64,362.20
59 PIPE,REINFORCED CONCRETE, 15 IN, LFT 2,359 $25.70 $60,626.30
60 PIPE,REINFORCED CONCRETE, 18 IN. LFT 598 $27.90 $16,684.20
61 PIPE,REINFORCED CONCRETE,24 IN LET 638 $34.00 $21,692.00
62 PIPE,REINFORCED CONCRETE,36 IN. LET 104 $54.75 $5,694.00
63 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $0,85 $2,550.00
84 AGGREGATE FOR UNIJERDRAINS CYS 1,106 $31.50 634,830,00
65 GEOTEXTILES FOR'UNDERIJRAIN SYS 12,553 $0.90 $11,297.70
56 INLET.J10 EACH 13 $1,550.00 $20.150.00
67 INLET.M10 EACH 26 $1,550.00 $40.300.00
66 CATCH BASIN,E7 EACH 4 32,000.00 $8,000.00
69 CATCH BASIN,K10 EACH 37 52,386.00 ' 388,245.00
70 MANHOLE,C4 EACH 36 $1,790.00 1 364,440.00
71 MANHOLE,J4 EACH 2 $2,815.00 $5,630.00
72 MANHOLE,C7 EACH 1 $1,675.00 31,676.00
73 CASTING,ADJUST TO GRADE EACH 3 $540.00 $1,620.00
74 FIRE HYDRANT.RELOCATE EACH 5 $1,685.00 $8,425.00
75 FIRE HYDRANT,ADJUST TO GRADE EACH 7 $1,100.00 $7,700.00
78 VALVE BOX,ADJUST TO GRADE EACH 16 3475.00 37,600.40
77 CURB BOX,ADJUST TO GRADE EACH 3 $742.30 $2,226.00
78 INLET,RELOCATE EACH 2 $1.240.30 $2,480.00
79 FIELD CORE HOLE EACH 9 ! $730.00 $6,570.00
80 CONSTRUCTION SIGN,C EACH 10 $195-00 31,950.00
•1
81 ROAD CLOSURE SIGN ASSEMBLY EACH 7 $425.00 $2,975.00
82 DETOUR ROUTE MARKER ASSEMBLY EACH 25 $85.00 $2,125.00
83 CONSTRUCTION SIGN,A EACH 15 9180.00 $2,700.00
84 MAINTAINING TRAFFIC LS I $27,770.00 $27,770.00
• r
85 BARRICADE,III-B LFT 156 510.50 $1,838.00
86 SIGN POST.SQUARE,TYPE 1,REINFORCED ANCHOR BASE LFT 231 $13.50 53,118.50
87 SIGN.SHEET ASSEMBLY,RELOCATE EACH 5 540.00 $200.00
88 SIGN,SHEET,WITH LEGEND 0.080"THICKNESS SFT 66 617.00 $1,122.00
89 SIGN,SHEET,WITH LEGEND 0.100 IN THICKNESS SFT 64 $18.00 $1,152.00
90 SIGN,SHEET,WITH LEGEND 0.125 IN THICKNESS SFT 9 $1.00 $9.00
■
91 HANDHOLE EACH 19 5850.00 $16,150.00
92 CABLE INTERDUCT LFT 7,249 511 85 $85,999.65
93 DECORATIVE STREET SIGN ASSEMBLY EACH 3 $1.885.00 $5,655.00
94 TRANSVERSE MARKING THERMOPLASTIC CROSSWALK,WHITE 24" LFT 120 $4.13 9495.60
95 TRANSVERSE MARKING THERMOPLASTIC,CROSSWALK LINE,8' LFT 373 $1.38 $514.74
96 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN LFT 2,921 $0.39 $1,139.19
97 LINE,THERMOPLASTIC,SOLID,WHITE.4 IN LFT 1,307 $0.39 $509.73
98 LINE THERMOPLASTIC,SOLID.WHITE;6 IN LFT 496 $1.03 $510.83•
99 LINE THERMOPLASTIC SOLID YELLOW.4 IN LFT 11,756 $0.39 $44,584.54
100 TRANSVERSE MARKING.THERMOPLASTIC.STOP LINE,24" LFT 61 $4.13 $251.93
101 PAVEMENT MESSAGE MARKING,THERMOPLASTIC.LANE INDICATION EACH 3 $50.00 $180.00
ARROW _ - .
102 PAVEMENT MESSAGE MARKING,THERMOPLASTIC.ONLY EACH 3 $85.00 I $2555,00
103 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 10 $163.80 $1.638.00
104 LINE,THERMOPLASTIC,BROKEN,WHITE,GIN,3FT STRIPE=3FT GAP LFT 172 $1.85 $318.20
105 LINE,THERMOPLASTIC,BROKEN,WHITE,12IN,3FT STRIPE-3 FT GAP LFT 247 $2.95 $728.65
146
'PAVEMENT MESSAGE MARKING.THERMOPLASTIC,FISHHOOK LANE EACH 4 $375.00 $1,500.00
INDICATION ARROW
TOTAL: $3,701,357.00
SUBMITTED BY RIETH-RILEY CONSTRUCTION CO., INC.
SIGNATURE , 1 - --- 7
1 n M. Wischmeyer
TITLE: AREA MANAGER
ADDRESS: 1751 West Minnesota Street, Indianapolis, IN 46221
't 1 r
M
PART 8
NON-COLLUSION AFFIDAVIT
The individual person(s) executing this Bid Proposal, being first duly sworn, depose(s) and
state(s) that the Bidder has not directly or indirectly entered into a combination, collusion,
undertaking or agreement with any other Bidder or person (i) relative to the price(s) proposed
herein or to be bid by another person, or (ii) to prevent any person from bidding, or (iii) to
induce a person to refrain from Bidding; and furthermore, this Bid Proposal is made and
submitted without reference to any other bids and without agreement, understanding or
combination, either directly or indirectly, with any persons with reference to such bidding in any
way or manner whatsoever_
PART 9
SIGNATURES 1
[Signature by or on behalf of the Bidder in the spaces provided below shall constitute execution
of each and every Part of this Itemized Proposal and Declarations Document. SIGNATURE
MUST BE PROPERLYNOTARIZED.]
Bidders Name: Riet h–Ri 1 ey Construct"i on [:o. . Inc,
Written Signature: A/ — —
Printed Name: John M. Wischme er
Title: Area Manager
Important-Notary Signature and Seal Required in the Space Below
STATE OF Indiana
SS:
COUNTY OF Marion
Subscribed and sworn to before me this 2nd day of March ,
20 I1.
My commission expires: June 17, 2017 (Signed) 6
„./..,..„
,e 1
Printed: Erin B. Newlin
Residing in Marion County, State of Indiana
BID-9 1N2004 0222.PH2,FE.DOC