HomeMy WebLinkAboutKeystone and 106th 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 "Keystone Parkway and 106rh Street Interchange
with Optional 126th Street Interchange Alternative Project#07-086 Project"at the office of the Clerk
Treasurer, One Civic Square, Carmel, Indiana (City Hail) 10:00 AM Local Time on or before April 9th,
2008, and commencing as soon as practicable thereafter 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 — Keystone Parkway and 106fd Street Interchange with
Optional 126th Street interchange Alternative, City of Carmel Project#07-088".
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 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 conference for discussions of the Project, the bidding requirements and other important matters will be
held on April 2nd at 9:00 AM in the Caucus Room on the 2rd Floor of City Hall (One Civic Square). Ali
prospective bidders are encouraged to attend the pre-bid conference.
The Project consists of, but is not necessarily limited to, the following:
Construction of a teardrop-shaped roundabout interchange at the intersection of Keystone Parkway and 106'"
Street, reconstruction of Keystone Parkway segments running north and south of the interchange, and
reconstruction of portions of 106" Street directly east and west of the interchange.
The Optional Alternative bid includes the construction of the 106th Street interchange (Project#07-08B) as well
as a second teardrop-shaped roundabout interchange at the intersection of Keystone Parkway and 126th Street
(Project#07-08D), involving the reconstruction of Keystone Parkway segments running north and south of the
126th Street interchange and reconstruction of portions of 126th Street directly east and west of the interchange.
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
Department of Engineering - 1'` Floor
One Civic Square
Carmel, IN 46032
(317) 571-2441
American Structurepoint, Inc
7260 Shadeland Station
Indianapolis, IN 46256
(317) 547-5580
A compact disk with electronic (.PDF) files of all project drawings and project manuals may be obtained from
American Structurepoint, Inc. These files include full-size and half-size drawings, geotechnical report and
project specifications for Carmel Projects 07-08B and 07-08D. There will be no charge for the compact disc,
Paper copies of drawings and project manuals must be obtained from American Structurepoint, Inc., at the
address stated above, upon the payment of 3300.00 for each set. Each set includes one half-size set of road
and bridge plans, geotechnical report, and project specifications for both the 106th Street and 126`h Street
interchanges (Project Numbers 07-08B and 07-08D). Payment must be by check. NO CASH ACCEPTED.
Make checks payable to American Structurepoint, inc. 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.
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 , 5-16-7, and included in the Project Manuals.
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
feast 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 fC 5-22-18-2
Diana L. Cordray
Clerk-Treasurer
Publication Dates: March 2151& March 28th, 2008
0: ""'E"""" City of Carmel Bid Opening
O® STRUCTUREPOINT Wednesday, Aril 09, 2008
r1:1 INC Y, p
WI
Carmel Project #07-08B- Keystone & 106th Street
Bidder Base Bid Alternate Bid
1 1/14t1/42>Kt $ 11/660,000 $ 2% I1010ob
2 N s $ 14E3It, 51 $, 2)7 $
3 y-' 14., - $ (4, 104,844,96 $ 30, 171, 305 .15
4 $ $
5 $ $
6 $ $
Carmel Project#07-08D -Keystone & 126th Street
Bidder Base Bid
11/14Vfiyt $ ISi4eb0 , o0
2 20 kn.*;(t,1.� $ Raj loot / 4S2, l 5
3 y $
4 $
s $
6 $
Form Prescribed by Slatr Iicwnt of Accounts 900549-S 161945 General Form No 99 P(Rev. I 987
CITY OF CARUIEL TOPICS LEGALS To: INDIANA NEWSPAPERS
307 N PENNSYLVANIA ST - PO BOX 145
COUNTY, INDIANA INDIANAPOLIS, IN 46206-0145
PUBLISHER'S CLAIM
LINE COUNT
Display Matter-(Must not exceed two actual lines,neither of tvh ich S
shall total more than four solid lines of the type in which the body
of the advertisement is set). Number of equivalent lines
I-lead-Number of lines S .
Body-Number of lines S - S .
Tail - Number of lines S
Total number of lines in notice
COMPUTATION OF CHARGES
112:0 lines 2.0 columns wide equals 224.0 equivalent S 1 10.20
Rues at 492 cents per line
Charges for extra proofs or publication(S1.(HI for each proof in excess of two) S .09 S _(I(
TOTAL AMOUNT OF CLAIM S •
DATA FOR COMPUTING COST S
Width of single column 7.83 ems Size of type 5.7 point $ S
Number of insertions LI) S 110_20
Punerart2 co idle provisions and peua/rics of Chaplet-155,.1c1.c of 1954.
I hereby certify that Inc foregoing account is lust and correct,that the amount daiinod is legally due, after
allowing all just credits,and that no part of the same has been paid.
DATE: 03/25/2008 A dir1_1 ems/ Clerk
Title
900549-5161945 PUBLISHER'S AFFIDAVIT
.1� ••�
Slate of Indiana SS
PUBLIC NOTICES liumil[nn County
noTi E la MOBS
CM,mfr din bards Personally appeared before me,a notal ublic in and for said county and slate.
Department:Board e�PUbec works and satcry 'Y P
One Civic Square
City al Carmen,Indiana 46932 I
Project: Parkway nd 106th Street Interchange
with cityn Renal n6m street Interchange Alternative I the undersigned Karen NIunits who, being duly sworn, says that SI-IF is clerk
dryryer it here Project aoi.Iitfl
'Safety Is here given that the Board el Public Warts and
Safety for the City f Carmel,Hamilton County.Indiana will
,reoelye sealed sneetlme amore doh Optio eysteoe Park. orthe Noblest•ille]_edger a newspaper ofgeneral circulation
way and 106th seee'Interchangoe with Opeonak 126th Street
fiat Interchange Attcrnallve Pmyecf nee-089 Prelett"at the ol-
e� np0a(City( it Dart lkt Treasurer,wy' One Civic nor be marl printed and published in the Ltglish language in the city of NOIILFS\MLLE in state AM local Time
.9th.2008,andd6�mmancih ansoo a ran`ICrabble thateat
nt an
publicly omened
0aloud ln the CaunEll Chambers of City Hall,110 late Lids
bes and and coon)"aforesaid,and that the printed matter attached hereto is it true ropy,
vdll e cute and pr proposal shall be properly and completely
executed c ahens.which lap include the nab-collislo amdaytl
as required by the State at Indians The bid envelope must which was duly published in said paper for 2 between the(lateb of:
be sealed and have the words-BID-Keystone Parkway and yP PP timers)
leash Street Interchange with CoCc€ona 126th Street Inter.
Ilan Alternative City of Carne]Praiert PW-995
4 bid m certlited check in an annuli'not less than ten 0312 112 0 08 and 03/281200H
percent(roab)of the amount bid Rust be submitted with r
each bid.A One hundred percent(100%)phfermanCe and
i yaymenl bond will ales be requited ante sunsssslul biddee ' ``
It shall staredatMseal as erachcnaland each bidder
shat be prepared as e en enter promptly r t in and each uc inn
shah tie Mundt performance emir bon nd b a nWor construction
with- XIA---1/7141/
ri/r-sue-�
cunvad.larnlstrant the a Bond,and bhpm work with- Clerk
t delay in the rent the award is made to him,out commence for other i ons an the nrs will the Title
heldd mg April requirements and other important matters wdl ne
hold on April]ad at a Ci AM In the).A en noon ve the 2nd
areencouraedkt(OteCwc prebi copmspcv' bidders Subscribed and sworn to before me on 03/2 8/2008
are oon bedcodl stn al,dthe m!'nid elll conference.-
The
Projec[anelbet¢f,ed b5 the nity of Cannel.
t0,d1e
anlnmica orthbe Project by nas nt be less an the / /
This rlSed will fwape as de eryofCarmeh U/^
Wage rates lw the prated shall not BI less than the nonce
poreSCrach Scalp of wages Committee I accor a by the I cmman
Cmsdmttluad In teProjct In accordance with LC. -5..4 N[ltary PubhC
LI 1,and included In the Project Manuals
rpr special accommodatmns needed by handicapped indf- 1
Ideals planning te aaend the pre-bid centerence or cum
did Opening meeting.please can oa natty the City or Can- 1
met,Engineer'e Office,at 01/7171-2141,at least forty.eiaht
(Ae lddermay y withdtay y I t DENISE HAMER ITE
P01'lll(ej they(w) a slollow g9 the date set far rogerl ya bids r�]'commission expires:
or proposals,The Carmel/lead of Public Works and Safety NOTARY-Pan.
reservesthe right to hold any or at bids or prepneals fora II SEAL
period at net more than thirty rte days and said bias or STATE OF INDIANA
proposal shall remain In full once es elect dui salt
penpd. the city et Carmel reserves the.weir to reject I MY COMMISSION EXPIRES FNnuu^,'on. 2f 18
and/or cancel any and all bids, themLOns andreor otters in
wn01e or In pun as speuhed m the z¢licitaeicns when it h
meedare thespurchhasi of they governmental accordance body as deter- u
IB2 agencyinazemretancevnrhlCSY1-
SianaLCONray
Clerk-Treasurer
_ -OIL O3/11;28.5161945)
•
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This form shall he utilized by all Bidders, except as otherwise specifically provided, all Parts
shall hapidly and accurately pled in and completed and notarized.
•
Project: Keystone Parkway and 126`h Street Interchange, City of
Carmel Project#07-08D
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at
the intersection of Keystone Parkway and 1260'Street,
reconstruction of Keystone Parkway segments running north
and south of the 126th Street interchange and reconstruction of
portions of 126" Street directly east and west of the interchange.
Date: APRIL 9, 2008
To: City of Carmel,Indiana, Board of Public Works and Safety
BlD-I IN2UO3c661 C21EJ]OC
I
PART I
BIDDER INFORMATION_
(Print}
1.1 Bidder Name: MILESTONE CONTRACTORS, L.P.
1.2 Bidder Address: Street Address: 5950 SOUTH BELMONT AVENUE
City: INDIANAPOLIS State: IN Zip: 46217
Phone: 317e788-6885 Fax: 317-788-1098
1.3 Bidder is a/an [mark one]
LIMITED
Individual z Partnership Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 /The following must he 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 Cannel,
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 11420030661.C.EE DnC
•
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 FIFTEEN MILLI ON FOUR HUNDRED
EIGHTY THOUSAND DOLLARS AND 00/100 Dollars (S 15,480,000.00 ). 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 arc 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 ov2003066I.c.FE.DOC
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-080
Keystone Parkway and 126th Street Interchange
ITE DESCRIPTION UNIT QUANTITY pRNCE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $102,000.00 $102,00000
2 MOBILIZATION ANT)DEMOBILIZATION LS 1 5727,418.67 $727,418.87
3 CLEARING RIGHT OF WAY LS 1 $60,000.00 $60,000.00
4 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH I $3,50100 $3,500.30
5 PAVEMENT REMOVAL SYS 14.933 $8.00 $119,464.00
6 GUARDRAIL,REMOVE LET 492 $3,75 $1,845.00
7 CENTER CURB,CONCRETE.REMOVE SYS 109 $25.00 $2,725.00
8 EXCAVATION,COMMON CYS 87,194 $19.00 $1,656,686.00
9 EXCAVATION,UNCLASSIFIED CYS 4,800 $14.00 $67,200,00
10 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 51 $35.00 $3,315.00
PROTECTION
11 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 46 $77,00 $3,542.00
12 TEMPORARY DITCH INLET PROTECTION EACH 12 $65.00 $780.00
13 TEMPORARY SEDIMENT TRAP TON 239 $7700 $18,40300
to TEMPORARY SILT FENCE LFT 1,429 $1.10 $1,571 90
15 SUBGRADE TREATMENT,TYPE I SYS 44,685 $5.00 $223,425.00
16 B BORROW CYS 2,830 $18.00 $50,940.00
17 STRUCTURE BACKFILL,TYPE 1 CY5 15,226 518.00 $274,066.00
18 STRUCTURE BACKFILL,TYPE 3 CYS 6,503 $26.00 $169,078.00
19 COMPACTED AGGREGATE, NO. 53, BASE TON 9,076 $19.00 $172,44400
20 SUBBASE FOR PCCP CYS 1,522 $37.00 $56,314.00
21 DENSE GRADED SUBBASE CYS 12 $30.00 $360.00
22 COMPACTED AGGREGATE NO. 53,TEMPORARY FOR DRIVEWAYS TON 58 $20.00 $1,160.00
23 MILLING,ASPHALT, 1 112 IN. SYS 11,678 $3.00 $35,034.00
24 PROFILOGRAPH,DMA LS 1 $5,000.00 55,000,00
25 HMA SURFACE,TYPE A TON 136 $120.00 $16,320.00
26 DMA SURFACE,TYPE C TON 770 584.00 $64,680.00
27 HMA INTERMEDIATE,TYPE A TON 414 664.00 $26,496.00
28 HMA INTERMEDIATE,TYPE C TON 1,119 $58.00 $64,902.00
29 DMA INTERMEDIATE,OG,TYPE C TON 1,185 $67.00 $79,395.00
30 HMA BASE,TYPE C TON 3,059 $54.00 $165.186.00
31 HMA INTERMEDIATE,00,TYPE D TON 4,430 $60.00 6265,800.00
32 HMA FOR TEMPORARY PAVEMENT TON 4,756 $59.00 $280,604.00
33 HMA SURFACE,TYPE 0 TON 3,225 $83.00 5267,675.00
34 HMA INTERMEDIATE,TYPED TON 3,410 $60.00 5204,600.00
35 HMA BASE,TYPED TON 13.681 $52.00 $711.412.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City or Carmel
Project No.07-080
Keystone Parkway and 126th Street Interchange
ITE DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO,36 HMA WEDGEAND LEVEL,TYPED TON 271 $81.00 521.951 00
37 ASPHALT FOR TACK COAT TON 38 5296,00 $10.944.00
38 CORING, PCCP LS 1 5804.00 $804.00
39 PGCP,12 IN. SYS 5,831 $59.00 $344,029.00
40 PCCP TRUCK APRON.7 IN, SYS 426 590.00 $38,340.00
41 PCCP,4 IN. SYS 202 582.00 $15,564.00
42 0-1 CONTRACTION JOINT LFT 4,589 $10.00 $45,89000
43 PCCP PATCHING,FULL DEPTH SYS 109 5200.00 $21,600.00
44 CONCRETE IMPRINTING SFT 7,506 55.09 $37,53000
45 GUARDRAIL TRANSITION TYPE TGB EACH 1 51.750.00 51,750.00
45 IMPACT ATTENUATOR,R2,WI,TL-3 EACH 2 314,450.00 $28,900.00
47 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 515.850.00 $51,700,00
48 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,IL-3, STAGE 1 EACH 2 5140100 $2,800.00
49 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3, STAGE 2 EACH 2 52,200.00 $4,400.00
50 IMPACT ATTENUATOR SPARE PARTS PACKAGE.R2,W2,TL-3, STAGE 1 EACH 2 51,401,10 52,800.00
51 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL.$,STAGE 2 EACH 2 52.200.00 54400.00
52 GUARDRAIL END TREATMENT.OS EACH 1 52.30000 $2,30000
53 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE, STAGE I EACH 1 $475.00 $47500
54 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STAGE 2 EACH 1 5800.00 $800.00
55 ORNAMENTAL RAILING LFT 3,362 5116.00 $389.992.00
56 BARRIER DELINEATOR EACH 54 525.00 $1,35000
57 FENCE,FARM FIELD.47 IN. LFT 316 58.00 52,528.00
58 CURB RAMP,CONCRETE,C SYS 114 5365_00 $41.510.00
59 CURB RAMP,CONCRETE,G SYS 44 $380.00 $16,720.00
60 CURB RAMP,CONCRETE,L SYS 45 $355.00 $15,425.00
51 CONCRETE SIDEWALK,4 IN. SYS 271 $43.00 $11,653.00
62 INTEGRAL CONCRETE CURB LFT 495 $20.00 59,900.00
63 CONCRETE CURB,MODIFIED LFT 628 ¶23.00 $14,444 00
64 CURB AND GUTTER,B LFT 1,022 $21.00 $21,462.00
65 CURB AND GUTTER TYPE II LFT 2710 $15.00 $40,65000
66 CURB AND GUTTER.B,MODIFIED LFT 5200 $15.00 $78,000.00
67 CURB AND GUTTER TYPE III LFT 611 $25.00 $15,275.00
08 CURB TURNOUT EACH 1 $600.00 $600.00
69 CONCRETE ROLL CURB LFT 567 518.00 $10,205.00
70 INTEGRAL CONCRETE CURB.TYPE B LFT 1,589 $16.00 $30,224.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cermei
Project No.07-0BD
Keystone Parkway and 126th Street Interchange
INQ NIE
DESCRIPTION UNIT QUANTITY PRC TOTAL
71 HMA FOR APPROACHES.TYPE A TON 395 $88.00 $34,760 00
72 PCCP FOR APPROACHES.GIN, SYS 101 $68.00 $6,86800
73 GEOTEXTILES SYS 123 $2.00 $245.00
74 RIPRAP,CLASS 1 TON 22 $46.03 $1,056.00
75 RIPRAP,REVETMENT TON 46 $48.00 $2,208.00
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $300.00 $600.00
77 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 6,774 $0.30 52,032.20
78 EROSION CONTROL BLANKET SYS 107 $1.10 $117.70
79
80 WATER kGAL 33 $1.00 $33.00
81 TOP SOIL CYS 5.176 $1500 677.640.00
02 SODDING,NURSERY SYS 8,223 $2.50 520,657 50
85 IRRIGATION CONDUIT LET 500 $30.00 $15,000.00
84 CONCRETE BRIDGE RAILING TRANSITION.TPS-2 EACH 1 $3,000.00 $3,000.00
85 REINFORCED CONCRETE MOMENT SLAB, 12 IN. SYS 2,643 $120.00 $317,160.00
86 MODIFIED PS-2 BRIDGE RAIL,TYPE I LFT 1,227 $190.00 5233,130 00
87 MODIFIED 331N.BRIDGE RAIL LFT 2,159 $135.00 $291,465.00
88 ANTI-GRAFFITI PROTECTIVE COATING SET 60,425 $045 $27,191.25
89 SURFACE SEAL SFT 36,540 $0.36 $13,154.40
90 CUT WALL B SET 10,723 $100.00 $1.072.300.00
91 CUT WALL C SET 10,954 $104.00 21,139,216.00
92 TEMPORARY RETAINING WAIL LS 1 $275,000.00 $.275.009 00
93 PIPE.CIRCULAR.36 IN. LFT 91 $86.00 50,000.00
94 PIPE,TYPE 4,CIRCULAR,6IN. LFT 7,313 $345 $25,229.85
95 PIPE,UNDERORAIN OUTLET,6 I. LFT 159 $27 A0 $4,293.00
96 PIPE,CIRCULAR,12 IN. LFT 710 $45.00 531,950.00
97 PIPE,CIRCULAR,151N. LET 1,044 $48.00 550,112.00
98 PIPE,CIRCULAR,18 IN. LET 1,292 $50.00 864600.00
99 PIPE,CIRCULAR, 24 IN. LFT 1,085 $60.00 565,100.00
100 PIPE,CIRCULAR,42 IN. LFT 120 $93,00 $11,160.00
101 PIPE,CIRCULAR.48 IN. LET 732 $120.00 $87,84000
102 PIPE,CIRCULAR.601N. LFT 1,225 $170.00 $205,420.00
103 PIPE,CIRCULAR.66 IN. LFT 319 $215.00 $58,50500
104 CONCRETE ANCHOR,48 IN. EACH 1 $1,300.00 51,300 00
105 VIDEO INSPECTION FOR PIPE LFT 6677 $1.50 510.015.50
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08D
Keystone Parkway and 126th Street Interchange
iTEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
106 OUTLET PROTECTOR,2 EACH 6 5600.00 $3,600.00
107 VIDEO INSPECTION FOR UNDERDRAMS LFT 3,000 $1.10 $3,300.00
108 AGGREGATE FOR UNDERDRAINS CY3 791 533.00 $28,476.00
109 GEOTEXTILES FOR UNDERDRAIN SYS 8,688 51.80 $15,638 40
110 A2000 GIN.PVC.PERFORATED LIT 3,300 $6.05 $19,965.00
111 CASTING,ADJUST TO GRADE EACH 2 5250.00 $500.00
112 CAP INLET EACH 2 $550.00 $1,100.00
113 CATCH BASIN,E7 EACH 4 52,200.00 $8,800,00
114 INLET,310 EACH 8 52,000.00 $16,000.00
115 INLET,M70 EACH 3 51,900.00 $5,700.00
116 INLET,913 EACH 1 52,100.00 $2,100.00
I l7 CATCH BASIN, K10 EACH 13 52,200.00 $28,600.00
119 MANHOLE,C4 EACH 15 51,900.00 $28,50000
119 MANHOLE,C7 EACH 1 51,700.00 $1,70000
120 MANHOLE,F4 EACH 1 S10,200.00 $10,200.00
121 STRUCTURE,MANHOLE,RECONSTRUCT LIT 11 $520.00 $5,720.00
122 MANHOLE.N4 EACH 1 $11 000.00 $11,000.00
123 MANHOLE,N15 EACH 3 $13,000 00 $39,000.00
124 MANHOLE,L4 EACH 6 $9,003.00 $54,00000
125 MANHOLE,010 EACH 2 $2,300.00 54,30000
126 MANHOLE,K4 EACH 3 $6,00000 818,000.00
127 MANHOLE, K5 EACH 1 55,600.00 55,80000
128 MANHOLE,M4 EACH 2 $10,700.00 521.400.00
129 MANHOLE,J4 EACH 3 $3,300.00 59,900,00
130 CATCH BASIN,C15 EACH 1 $2,800 00 $2,80000
131 MANHOLE,M5 EACH 1 $11,000.00 811 000,00
132 MANHOLE,M15 EACH 3 $11,200.00 $33,600.00
133 MANHOLE 315 EACH 2 54,300.00 $8,60000
134 CATCH BASIN.HA-5 EACH 10 52,600.00 526,000 00
135 MASONRY COATING SET 35,055 $1.20 $42,066.00
135 CONCRETE STAINING SET 23,835 54.25 $101,511.25
137 FACE PANELS,CONCRETE SFT 15,991 $23.00 5357.793.00
133 WALL ERECTION SFT 15,991 $10 00 5159,910.00
139 LEVELING PAD,CONCRETE LET 1,222 330.00 $36,660.00
140 COARSE AGGREGATE,NO.8 TON 4,956 $18.00 ¶89,205.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07-080
Keystone Parkway and 126th Street interchange
ITEM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
141 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 572 $85.90 $37,18000
142 MODULAR BLOCK WALL ERECTION SYS 572 $116.00 $56,352.00
143 TEMPORARY PAVEMENT MESSAGE MARKING,LANE INDICATION ARROW EACH 1 5100.00 $100.00
144 CONSTRUCTION SIGN,C EACH 2 $130.00 $250.00
145 ROAD CLOSURE SIGN ASSEMBLY EACH 8 5375.00 $225000
146 TEMPORARY PAVEMENT MARKING.REMOVABLE,4 IN. LET 17.982 50.85 $15,284.70
147 TEMPORARY PAVEMENT MARKING,REMOVABLE, BIN. LFT 5,559 5116 $11,478.25
148 DETOUR ROUTE MARKER ASSEMBLY EACH 18 $135.00 $2,43000
149 CONSTRUCTION SIGN,A EACH 44 5250.00 $11,000.00
150 CONSTRUCTION SIGN, E EACH 5 535.00 $175.00
151 FLASHING ARROW SIGN DAY 510 55.00 $2,550.00
152 MAINTAINING TRAFFIC LS 1 $50,000.00 $50,000.00
153 BARRICADE,Ill-A LFT 228 $15.00 $5,420,00
154 BARRICADE, III-B LFT 96 $15.00 $1,440,00
155 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 3,090 $20.00 $01,800.00
156 TEMPORARY TRAFFIC BARRIER,TYPE 1,ANCHORED LFT 296 $22.00 $6,512,00
157 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LIT 2,725 $22.00 $59,950,00
158 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $12,060.00 $24,12000
159 SIGN POST,SQUARE,1, REINFORCED ANCHOR BASE LFT 500 512.00 96,000 00
150 SIGN,PANEL,WITH LEGEND SFT 160 517.60 $2,800.00
161 SIGN,SHEET,RELOCATE EACH 3 $4200 $12600
162 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 6 $420.00 93,350.00
163 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.080 IN. SET 237 515.25 $3,614.25
164 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SFT 135 518.60 $2,257 60
165 STRUCTURAL STEEL,BREAKAWAY LBS 1,352 63.60 $4,557.20
166 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $1,984.00 $7,936.00
167 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $2.273.00 $9,09200
158 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 51.755.00 $1,755.00
189 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN PLASTIC CONDUIT.4 VC LFT 167 $7.80 $1,302.60
170 CONDUIT, PVC 2 IN. LFT 167 $5.00 $835 00
171 CONDUIT, STEEL,GALVANIZED,2 IN. LFT 965 $12.75 $12,303.75
172 WIRE,NO.4 COPPER, IN PLASTIC DUCT,IN CONDUIT,4 11C LFT 965 $7.80 $7,527.00
173 HANDHOLE,LIGHTING EACH 9 $610.00 $6,490.00
174 LIGHT STANDARD FOUNDATION,3 FT.DIA.X e FT. EACH 30 $075.00 $26,250.00
175 JUNCTION BOX EACH 2 $522.00 $1,044.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-0BD
Keystone Parkway and 126th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
175 WIRE.NO.4,COPPER.IN PLASTIC DUCT,IN TRENCH.4110 LET 8,535 $7.45 $48,685.75
177 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $895.00 $1,790.00
178 SERVICE POINT.II EACH 2 53,797.00 $7,594.00
179 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC EACH 4 $12.00 $48.00
150 CONNECTOR KIT.UNFUSED EACH 34 $30.00 $1,020,00
181 CONNECTOR KIT,FUSED EACH 34 $30.00 51.020.09
182 MULTIPLE COMPRESSION FITTING.NON-WATERPROOFED EACH 84 $10.00 5840.00
103 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 16 $50,00 $800.00
184 INSULATION LINK,NONWATERPROOFED EACH 68 $10.00 $580.00
165 INSULATION LINK,WATERPROOFED EACH 36 550.00 $1.800,00
190 CABLE DUCT MARKER EACH 14 $70.00 $980.00
187 POLE CIRCUIT CABLE, 1 C NO. 10 STRANDED COPPER LET 2150 $0.55 $1.188.00
188 CABLE INTERDUCT LET 1355 $10.70 $14,498.50
189 HANDHOLE EACH 5 $79000 33,950.00
190 LUMINAIRE.ROADWAY.METAL HALIDE,259 WATT, PORT HURON EACH 21 $1,342.00 528,182 00
191 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 13 $965.00 512.545.00
192 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 2 $805.00 $1.610.00
193 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $158.00 $672.00
194 LIGHT POLE.30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 13 $1,380.00 $17,940.00
195 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 17 $6,442.00 $109,51400
DECORATIVE POLE MAST ARM.AND BASE
195 LIGHT POLE.15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4 56 644.00 $22,576.00
DECORATIVE POLE,MAST ARM.AND BASE
197 LINE.THERMOPLASTIC, DOTTED,YELLOW,4 IN.,2 FT.LINE, LFT 52 51.00 $52.00
198 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11 $50.00 555000
199 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN, LFT 380 $2.75 $1,045.00
200 LINE,EPDXY,SOLID.WHITE,4 IN. LFT 2,516 50.24 3603.34
201 LINE,EPDXY,SOLID,YELLOW,4 IN, LFT 2,550 $0.24 $63600
202 TRANSVERSE MARKING,REMOVE LFT 53 $1.00 $53.00
203 LINE,THERMOPLASTIC,BROKEN,WHITE.4 IN. LFT 2,586 $0.32 5827.52
204 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 8,546 $0.32 $2.73472
205 LINE,THERMOPLASTIC,SOLID,WHITE,BIN, LET 2,586 $0.65 $1,680.90
206 LINE,THERMOPLASTIC.SOLID,WHITE,24 IN. LFT 239 $3,50 5836.50
207 LINE,PAINT,BROKEN.WHITE.4 IN. LFT 1,586 $0.16 $253.76
208 LINE,PAINT,SOLID,WHITE,4 IN. LFT 7,764 $0,16 $1,242.24
209 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 7,118 50.15 $1,133.88
210 LINE,REMOVE LFT 1,875 $0.50 $937.50
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-080
Keystone Parkway and 126th Street Interchange
ITEM 1
DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
211 TRANSVERSE MARKINGS,EPDXY,SOLID,YELLOW,CROSSHATCH LET 60 $1.00 $60.00
212 LINE,EPDXY, SOLID,WHITE,6 IN. LFT 309 53.50 $1,081.50
213 PAVEMENT MESSAGE MARKINGS,EPDXY,LANE INDICATIONS ARROWS EACH 2 $160.00 $320.00
214 PAVEMENT MESSAGE MARKINGS,EPDXY, FISHHOOK LANE INDICATION EACH 6 $325.00 $1,950.00
ARROWS
215 LINE,THERMOPLASTIC, SOLID,WHITE,6IN. LFT 798 50.70 $558.60
215 LINE,THERMOPLASTIC, SOLID,YELLOW,4 IN. LET 0,791 50.32 $3,133.12
_
217 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID YELLOW, LFT 97 $3,00 $291.00
CROSSHATCH
218 TRANSVERSE MARKINGS,THERMOPLASTIC, STOP LINE,24 IN. LFT 28 $10.00 $280.00
219 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH" LFT 100 $10.00 $1,000 00
220 PAVEMENT MESSAGE MARKINGS,THERMOPLASUC,LANE INDICATION EACH 4 550 oa $200.00
ARROW
221 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD[ONLY) EACH 4 550.00 $200.00
222 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 4 $7500 $300.00
INDICATION ARROWS
223 SNOWPI.OWABLE RAISED PAVEMENT MARKER EACH 240 518.10 $4,344.00
224 LINE,THERMOPLASTIC,SOLID,YELLOW,a IN LET 575 $1.00 $57500
225 LINE,THERMOPLASTIC, BROKEN,WHITE, 12 IN.,3 FT. STRIPE-3 FT.GAP LFT 126 $10.00 $1,26000
226 LINE,THERMOPLASTIC, BROKEN,WHITE,61N.,3 FT.STRIPE-3 FT.GAP LFT 63 510.00 $630.00
227 LINE,EPDXY,SOLID,YELLOW,6 IN. LFT 638 55.00 $3,190.00
228 LINE,THERMOPLASTIC,DOTTED,WHITE,4 IN.,2 FT. LINE,4 FT. LFT 58 510.00 $580.00
229 RETAINING WALL MOCK UP LS 1 $90,000.00 $80,000.00
230 BRIDGE RAIL MOCK UP LS 1 $10,000.00 $10,000.00
231 FLAT-WORK MOCK UP LS 1 $4.000.00 $4,000 00
232 FORMLINER,WALL PANELS SET 37,666 54.50 $169,497.00
233 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 2.159 $4.50 $9,715 50
234 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 1,227 $23.00 $28.221.00
235 CONTROLLER.RESET TIMING EACH 2 $295.00 $590.00
236
237 CONTROLLER,REWIRE EACH 2 $357.00 $714.00
238 TRAFFIC SIGNAL HEAD,3-SECTION,LED(G,Y, R,) EACH 2 $560.00 $1,120.00
239 TRAFFIC SIGNAL HEAD,3 FACE,12 IN.RED.AMBER ARROW,GREEN EACH 5 $560,00 $2,600.90
ARROW
240 TRAFFIC SIGNAL HEAD,5-SECTION,LED(G.Y,R,GA.YAK EACH 1 $1,057.00 $1,057,00
241 13114 ROADWAY LOOP WIRE LET 484 $0.45 $217.80
242 SIGNAL CABLE 58!14 GA LET 303 $1.50 $454.50
243 SIGNAL CABLE 7cf14 GA LFT 40 $175 $70.00
244 SIGNAL CABLE 23116 GA,SHIELDED LFT 478 $0.80 $382.40
245 DETECTOR HOUSING EACH 1 $644.00 $644.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
ProfeCl No.07-08D
Keystone Parkway and 126th Street interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
245 SAWCUT FOR ROADWAY LOOP 8 SEALANT LET 158 $700 $1.10600
247 LOAD SWITCH EACH 1 $70.00 $70.00
BRIDGE ITEMS
248 CONSTRUCTION ENGINEERING L5 1 $15,000 A0 $15,000.00
249 MOBILIZATION AND DEMOBILIZATION LS 1 $110,000.00 $110,000.00
250 EXCAVATION,DRY CYS 85 $18.00 $1,530.00
251 8 BORROW CYS 29 $18.00 $522,00
252 AGGREGATE FOR END BENT SACKFILL CYS 116 $75.00 $8,700.00
253 DENSE GRADED SUBBASE CYS 45 $120.00 $5,400.00
254 CONCRETE IMPRINTING SFT 7,452 $2.50 $18530.00
255 ORNAMENTAL RAILING LET 207 $173.00 535,811.00
256 CURB, INTEGRAL,CONCRETE LFT 171 $31 90 55,301_00
257 REINFORCED CONCRETE BRIDGE APPROACH SYS 270 $120.00 $32,40090
258 GEOTEXTILES SYS 318 $3.00 5954.00
259 DYNAMIC PILE LOAD TEST EACH 2 55,000.00 510 000.00
260 TEST PILE,RESTRIKE EACH 2 $1,000.00 $2000.00
251 TEST PILE EACH 2 $4,000.00 58,000.00
262 PILE TIE,STEEL H EACH 60 511000 56,600.00
253 PILE TIP,STEEL H,HP 12 X 74 LFT 4,580 $57.00 3266,760 00
254 CONCRETE,A.SUBSTRUCTURE CYS 190 $500.00 895,000.00
255 CONCRETE,B,FOOTINGS CYS 89 $300.00 825700.00
265 REINFORCING BARS LBS 55,734 $0.95 352,947.30
267 REINFORCING BARS,EPDXY COATED LBS 182,386 $1.05 $191.505.30
268 CONCRETE, C,SUPERSTRUCTURE CY5 849 $60000 5509,400.00
269 CONCRETE, C.RAILING CYS 39 $85000 333,150.00
270 STRUCTURAL MEMBERS.CONCRETE I-BEAM,11,35 IN.X 12 IN. LFT 1,642 $125.00 $205,25000
271 SURFACE SEAL SET 15,160 $0.42 $6,367 20
272 ANCHOR PLATE.AP 1 EACH 84 $5000 $3,840.00
273 PIPE, END BENT DRAIN.6IN_ LFT 424 $13.00 $5,512.00
274 MASONRY COATING SFT 5,340 $1.20 $6,468.00
275 CONDUIT, PVC,2 IN. LFT 215 $5.00 $1,075,00
276 CONCRETE STAINING SET 277 $12.00 $3,324,00
277 STREET NAME SIGN,BRIDGE MOUNTED.DECORATIVE EACH 2 34,000.00 $8,00090
276 FORMLINE,SPECIALTY.CITY SEAL EACH 2 57400,00 $14,800 00
279 FORMILINER,BRIDGE RAIL, REAR FACE LFT 207 $18.00 $3.726.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
Wry of Carmel
Project No.07-060
Keystone Parkway and 126th Street interchange
ITEM DESCRIPTION UNR QUANTITY PRICE TOTAL
280 FORMILINER.BRIDGE RAIL,FRONT FACE LFT 207 86.00 $1.242.00
282 PIPE.PVC.6 IN. LFT 41 330.00 $1,230.00
283 INLET,815 EACH 1 $2,600.00 81600.00
284 SEED MIXTURE,TYPE U LBS 422 $2.25 5949.50
285 MULCHING MATERIAL TON 6 $350.00 52,100 00
285 FERTILIZER TON 1 $550.00 5550.00
287 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1 $$0000.00 330,000.00
298 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1 $50000.00 $50,000.00
289 MANHOLE,L4,BYPASS EACH 1 $8,000.00 $8000.00
TOTAL: $16.480,000 00
281 PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS SFT 23,555 -50.87 -$20,753.85
Milestone Contractors.L P By Contractors United,Inc.-General
SUBMITTED BY: Partner
SIGNATURE ye‘e:E,41 12, Ott,
TITLE'. Brad McCall,Manager of Estimating
ADDRESS: 5950 South Belmont Avenue,Indianapolis,IN 46217
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
#1 APRIL Y, 2008
#2 APRIL 4 2008
#3 APRIL 7, 2008
BID-5 1N200306(,I.c2 FE DOC
•
PART 5
EXCEPTIONS
Instructions To Bidders:
5.] 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 he 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 JN2ocuam 1.C2.FE.Doc
BIDDER'S ITEMIZED PROPOSAL
•
AND DECLARATIONS
City of Carmel
Insirnclions To Bidders:
This form shall he utilized by all Bidders, except as otherwise specifically provided, all Parts
shall be folly and accurately filled in and completed and notarized
Project: Keystone Parkway and 126th Street Interchange, City of
Carmel Project#07-080
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at
the intersection of Keystone Parkway and 126`x'Street,
reconstruction of Keystone Parkway segments running north
and south of the 126th Street interchange and reconstruction of
portions of 126'h Street directly east and west of the interchange.
Date: April 9, 2008
To: City of Carmel, Indiana, Board of Public Works and Safety
•
BID-1 1N2003066I C2.FN.DOC
PART I
BIDDER INFORMATION
(Print)
1.1 Bidder Name: Rieth-Riley Construction Co. , Inc.
1.2 Bidder Address: Street Address: 1751 W. Minnesota St. , PO Box 276
City: Indianapolis State: IN Zip: 46206
Phone: 317/634-5561 Fax: 317/631-6423
L3 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 he 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 1N2003066!.C2,IE.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 times)
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 Sixteen Million One Hundred Nine
Thousand Four Hundred Fifty Two and 75/100 Dollars ($ 16,109.452.75 ). The
Bidder acknowledges that evaluation of the lowest Bid shall be based on such price and
further acknowledges that the unit quantities fisted in Part 3 of this Proposal arc 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 IN2003G66I.c2.re.00c
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07.08D
Keystone Parkway and 126th Street Interchange
INEOM DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $135,000.00 $135.000.00
2 MOBILIZATION AND DEMOBILIZATION LS 1 $582,927.03 $582,927.03
3 CLEARING RIGHT OF WAY LS 1 $124,000.00 5124,000_00
4 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 $3,240.00 $3,240.00
5 PAVEMENT REMOVAL SYS 14,933 $8.00 $119,464.00
6 GUARDRAIL,REMOVE LFT 492 $3.75 $1,84000
7 CENTER CURB,CONCRETE,REMOVE SYS 109 $40.00 64.36000
8 EXCAVATION.COMMON CYS 87,194 $14.50 $1,264,313.00
9 EXCAVATION.UNCLASSIFIED CYS 4.800 $11.00 $52.800.00
10 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 51 $65.00 $3,315.00
PROTECTION
11 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46 $64.00 52,944.00
12 TEMPORARY DITCH INLET PROTECTION EACH 12 565.00 $78010
13 TEMPORARY SEDIMENT TRAP TON 239 554.00 $12,906.00
14 TEMPORARY SILT FENCE LET 1,429 $1.10 $1,571.90
15 SUBGRADE TREATMENT.TYPE I SYS 44.685 $4.00 $178,740.00
16 B BORROW CYS 2.830 $23.00 $65,090.00
17 STRUCTURE BACKFILL.TYPE 1 CYS 15.228 $23.00 $350,198-00
18 STRUCTURE BACKFILL,TYPE 3 CYS 6.503 $25.30 $164,525.90
19 COMPACTED AGGREGATE,NO.53,BASE TON 9,076 $21.00 $190596.00
20 SUBBASE FOR POOP CYS 1,522 $51.00 $77,622.00
21 DENSE GRADED SUBBASE CYS 12 $120.00 $1,440.00
22 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 58 $66.00 $3,826.00
23 MILLING,ASPHALT, 1 112 IN. SYS 11,678 $0.80 $9,342.40
24 PROFILOGRAPH,HMA LS 1 $2,200.00 $2,200.00
25 HMA SURFACE.TYPE A TON 136 $74.00 $10,064.00
26 HMA SURFACE,TYPE C TON 770 $75.50 $58,135,40
27 HMA INTERMEDIATE,TYPE A TON 414 $55.50 $22,977.00
28 HMA INTERMEDIATE,TYPE C TON 1,119 $49.00 $54,931.00
29 HMA INTERMEDIATE,00,TYPE C TON 1,185 $54.50 $64.582.50
30 HMA BASE,TYPE TON 3.059 $45.25 5138419.75
31 HMA INTERMEDIATE,PG,TYPE 0 TON 4,439 $51.75 $229,252 50
32 HMA FOR TEMPORARY PAVEMENT TON 4,756 $62.50 $297,250.00
33 HMA SURFACE,TYPED TON 3.225 $67.50 $217,687.50
34 HMA INTERMEDIATE,TYPED TON 3,410 $48.50 $165,385.00
35 HMA BASE,TYPED TON 13,681 541.50 $567,761.50
PART 3
Cs - •CT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-080
Keystone Parkway and 126th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
36 HMA WEDGE AND LEVEL,TYPED TON 271 $54.50 $14,76950
37 ASPHALT FOR TACK COAT TON 38 $185.00 $7,030.00
38 CORING.POOP LS 1 $1,000.00 $1,00000
39 PCCP,12 IN. SYS 5.831 $54.00 $314,87400
40 PCCP TRUCK APRON,7 IN, SYS 426 5140.00 559,640.00
41 PCCP,4 IN. SYS 202 $36.00 $7,272.00
42 0-1 CONTRACTION JOINT LFT 4,580 $12.60 $57,821.40
43 PCCP PATCHING.FULL DEPTH SYS 109 $153.00 $16,677.00
44 CONCRETE IMPRINTING SET 7,506 $3.80 $28,522.80
45 GUARDRAIL TRANSITION TYPE TGB EACH 1 $1,750.00 $1,750.00
46 IMPACT ATTENUATOR 132,W1,TL-3 EACH 2 $14,450.00 $28,900.00
47 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 515,850.00 $31,700.00
48 IMPACT ATTENUATOR SPARE PARTS PACKAGE.R2,W1,TL-3,STAGE 1 EACH 2 $1,400.00 $2,800.00
49 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3.STAGE 2 EACH 2 $2,200.00 $4,400.00
50 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2.TL-3,STAGE 1 EACH 2 $1,400.00 $2,800.00
51 IMPACT ATTENUATOR SPARE PARTS PACKAGE, Si W2,TL-3.STAGE 2 EACH 2 $2,200.00 $4,400.00
52 GUARDRAIL END TREATMENT,OS EACH 1 $2,300.00 $2,300.00
53 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STAGE 1 EACH 1 $475.00 $475.00
54 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STAGE 2 EACH 1 $800.00 8800.00
55 ORNAMENTAL RAILING LFT 5,352 $115.50 $388,311.00
56 BARRIER DELINEATOR EACH 54 325.00 $1,350.00
57 FENCE,FARM FIELD,47IN. LET 316 $8.00 $2,528.00
58 CURB RAMP.CONCRETE,C SYS 114 $108.00 $12,312.00
59 CURB RAMP.CONCRETE,G SYS 44 $108.00 $4,752.00
60 CURB RAMP,CONCRETE,L SYS 45 $108.00 $4,860.00
61 CONCRETE SIDEWALK,4 IN. SYS 271 $38.50 $10,435.50
62 INTEGRAL CONCRETE CURB LFT 495 $24.25 $12003.75
63 CONCRETE CURB.MODIFIED LFT 628 $15.70 $9,859.60
64 CURB AND CUTTER,B LFT 1,022 $11.70 $11,957.40
65 CURB AND GUTTER TYPE II LET 2710 $11.90 $32,249.00
95 CURB AND GUTTER,B,MODIFIED LET 5200 $4157 $55,484.00
67 CURB AND GUTTER TYPE III LET 611 $14.25 $3,706.75
68 CURB TURNOUT EACH 1 $3,15000 $3,150.00
69 CONCRETE ROLL CURB LET 567 $21.64 312.269,88
70 INTEGRAL CONCRETE CURB,TYPE B LET 1,889 $12.40 $23,423.60
PART l
CONTRACT ITEMS AND UNIT PR CES
Ctty of Carmel
Project No.07-08D
Keystone Parkway and 126th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY FRNOE TOTAL
71 HMA FOR APPROACHES,TYPE A TON 395 595.50 $37,722.50
72 PCCP FOR APPROACHES,6 IN. SYS 101 56200 $6262.00
73 GEOTEXTILES SYS 123 $2.50 $307.50
74 RIPRAP,CLASS 1 TON 22 $54.00 $1,188.00
75 RIPRAP,REVETMENT TON 46 $27.00 $1,242.00
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $300.00 $600.00
77 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 6,774 $0.27 $1.828.98
78 EROSION CONTROL BLANKET SYS 107 51.10 $117.70
79 $0.00 $0.00
80 WATER kGAL 33 $1.00 533.00
81 TOPSOIL CYS 5,176 $10.00 $51,760.00
82 SODDING,NURSERY SYS 8,223 $3.20 $26,313.60
83 IRRIGATION CONDUIT LFT 500 $10.00 $5,000.00
84 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1 $5,150.00 $5,150.00
85 REINFORCED CONCRETE MOMENT SLAB.12 IN. SYS 2.643 $184,50 $487,633.50
86 MODIFIED PS-2 BRIDGE RAIL,TYPE I LET 1.227 5195.00 $239,265.00
87 MODIFIED 33 IN,BRIDGE RAIL LET 2.159 $98.00 $211,582.00
88 ANTI-GRAFFITI PROTECTIVE COATING SET 60,425 $0.45 $27,191.25
89 SURFACE SEAL SF- 36,540 $0.36 513,154.40
90 CUT WALL 8 SET 10,723 $145.00 $1,554,83500
91 CUT WALL C SET 10,954 $146.00 $1.599,284.00
92 TEMPORARY RETAINING WALL LS 1 $575,000.00 $575,000.00
93 PIPE,CIRCULAR,36 IN. LET 91 $81.00 $7,371.00
94 PIPE,TYPE 4.CIRCULAR,6 IN. LFT 7,313 $4.40 $32,177.20
95 PIPE,UNDERORAIN OUTLET,6 IN. LIT 159 515.45 $2,456.55
95 PIPE,CIRCULAR,12 IN. LIT 710 $27.00 $19,170.00
97 PIPE,CIRCULAR,15 IN. LFT 1.044 530.00 $31,320.00
98 PIPE,CIRCULAR,18 IN. LFT 1,292 531.00 $40,052.00
99 PIPE,CIRCULAR,24 IN. LFT 1.085 $43.00 $46,655.00
100 PIPE,CIRCULAR,42 IN. LFT 120 $87.00 $10,440.00
101 PIPE.CIRCULAR,48 IN. LFT 732 $105.00 $76,860.00
102 PIPE,CIRCULAR,60 IN. LIT 1,226 $13700 $167,962.00
103 PIPE,CIRCULAR,66 IN. LIT 319 5172.00 $54.868.00
104 CONCRETE ANCHOR.48 IN. EACH 1 $2,170.00 52,170.00
105 VIDEO INSPECTION FOR PIPE LET 6.677 $1.60 $10,683.20
PART 3
CONTRACT ITEMS AND UNIT PRICES
Cfty of Cannel
Project No.07-08D
Keystone Parkway and 126th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRNOE TOTAL
106 OUTLET PROTECTOR,2 EACH 6 $490.00 $2,940,00
107 VIDEO INSPECTION FOR UNDERDRAINS LET 3.000 $1,00 $3,000.00
106 AGGREGATE FOR UNDERDRAINS CYS 791 $36.00 $28.475.00
109 GEOTEXTILES FOR UNDERORAIN SYS 8,688 $1.00 $8,688.00
110 A2000 6 IN.PVC,PERFORATED LET 3.300 $5.00 $16.500.00
111 CASTING,ADJUST TO GRADE EACH 2 $700.00 $1,400.00
112 CAP INLET EACH 2 $440.00 $880.00
113 CATCH BASIN, E7 EACH 4 $1,250.00 $5,000.00
114 INLET,.110 EACH 8 $1,350.00 $10,800.00
115 INLET,M10 EACH 3 $1,900.00 $5,700.00
116 INLET,R13 EACH 1 $1.950.00 $1,850.00
117 CATCH BASIN,K10 EACH 13 $1,400.00 $18,200.00
118 MANHOLE,C4 EACH 15 51,600.00 $24.000.00
119 MANHOLE,C7 EACH 1 $2,200.00 $2,200.00
120 MANHOLE,F4 EACH 1 $7,000.00 57,000,00
121 STRUCTURE,MANHOLE.RECONSTRUCT LFT 11 $280.00 $3,080.00
122 MANHOLE,N4 EACH 1 $7,700.00 $7,700.00
123 MANHOLE,N15 EACH 3 37.900,00 $23,700.00
124 MANHOLE,L4 EACH 6 36,600.00 $39,600.00
125 MANHOLE,010 EACH 2 $2,500.00 $5.000.00
126 MANHOLE,K4 EACH 3 $4,000.00 $12,000.00
127 MANHOLE.K5 EACH 1 $4,700.00 $4.700.00
128 MANHOLE.M4 EACH ' 2 310,000.00 $20.000.00
129 MANHOLE,J4 EACH 3 $2,700.00 $8,100.00
130 CATCH BASIN.C15 EACH 1 $1,500.00 $1,500.00
—
131 MANHOLE,M5 EACH 1 $10,500.00 $10,500.00
132 MANHOLE,M15 EACH 3 $7,400.00 $22.200.00
133 MANHOLE,J15 EACH 2 $3,300.00 $6,600.00
134 CATCH BASIN,HA-5 EACH 10 $2.400.00 $24,000.00
135 MASONRY COATING SET 35,055 $1.25 $43,818.75
136 CONCRETE STAINING SIT 23,885 $3.60 $85,986.00
137 FACE PANELS.CONCRETE SET 15.991 $17.50 $279,542 50
138 WALL ERECTION SET 15.991 $5.65 $93,547.35
139 LEVELING PAD,CONCRETE LFT 1.222 5103,50 $126,477.00
140 COARSE AGGREGATE.NO.6 TON 4,956 $23.61 $117,011.16
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08D
Keystone Parkway and 126th Street Interchange
INEEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
O.141 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 572 $5125 $29,315.00
142 MODULAR BLOCK WALL ERECTION SYS 572 $238.75 $136,565.00
143 TEMPORARY PAVEMENT MESSAGE MARKING,LANE INDICATION ARROW EACH 1 $40.00 $40.00
144 CONSTRUCTION SIGN,C EACH 2 $565.00 $1.130.00
145 ROAD CLOSURE SIGN ASSEMBLY EACH 6 $290.00 $1,740.00
146 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 17,982 $0.70 $12,587.40
147 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN. LFT 6,559 $1.89 $12,396.51
146 DETOUR ROUTE MARKER ASSEMBLY EACH 18 $85.00 91,530.00
149 CONSTRUCTION SIGN,A EACH 44 $179.00 £7,876.00
150 CONSTRUCTION SIGN.B EACH 5 $50.00 $250.00
151 FLASHING ARROW SIGN DAY 510 $9.00 $4,590.00
152 MAINTAINING TRAFFIC LS 1 $25,000.00 $25,000.00
153 BARRICADE,Ill-A LET 228 $12.00 $2,735.00
154 BARRICADE.III-B LET 96 $15.00 $1,440.00
155 TEMPORARY TRAFFIC BARRIER.TYPE 1 LET 3,090 $41.50 $128,235,00
156 TEMPORARY TRAFFIC BARRIER,TYPE 1,ANCHORED LET 296 $45.00 $13,320.00
157 TEMPORARYTRAFFIC BARRIER,TYPE 2,ANCHORED LFT 2,725 $57.00 $155,325.00
158 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $7,400.00 $14,800.00
159 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LET 500 $12.00 $6,000.00
160 SIGN,PANEL,WITH LEGEND SF" 160 $17.50 $2,800.00
161 SIGN,SHEET, RELOCATE EACH 3 $42.00 $126.00
162 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 8 $42000 $3,360.00
163 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 IN. SET 237 $15.25 $3,614.25
164 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND.0100 IN. SET 136 $16.00 $2176.00
165 STRUCTURAL STEEL.BREAKAWAY LBS 1,352 $3.60 $4,867.20
166 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $1,984.00 $7,936.00
167 DECORATIVE STREET SIGN ASSEMBLY.INSTALLED EACH 4 $2,273.00 $9.092.00
168 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 $1,755.00 $1,755.00
169 WIRE,NO.4 COPPER, IN PLASTIC DUCT.IN PLASTIC CONDUIT.41/C LFT 167 $7.80 $1,302.60
170 CONDUIT.PVC.2 IN. LFT 167 $5.00 $835.00
171 CONDUIT.STEEL,GALVANIZED.2 IN. LFT 965 $12.75 $12,303.75
172 WIRE.NO.4 COPPER.IN PLASTIC DUCT,IN CONDUIT,4 1/C LET - 965 $7.80 $7,527.00
173 HANDHOLE,LIGHTING EACH 9 $610.00 85,490.00
174 LIGHT STANDARD FOUNDATION.3 FT.DIA.X 8 FT. EACH 30 $875.00 $26,250 00
175 JUNCTION BOX EACH 2 $522.00 $1,044.00
PART 3.
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07-080
Keystone Parkway and 126th Street Interchange
I I�EOM DESCRIPTION UNIT QUANTITY PRICE TOTAL
176 WIRE,NO 4,COPPER, IN PLASTIC DUCT.IN TRENCH,4 1/C LFT 6,535 $7.45 548,685.75
177 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 3895.00 $1,790.00
178 SERVICE POINT,II EACH 2 $3,797.00 $7594.00
179 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC EACH 4 $12.00 $48.00
180 CONNECTOR KIT,UNFUSEU EACH 34 $30.00 $1,020.00
181 CONNECTOR KIT,FUSED EACH 34 $30.00 $1,020.00
182 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 84 510.00 5840.00
183 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 16 $50.00 $800.00
184 INSULATION LINK,NONWATERPROOFED EACH 68 $10.00 $680.00
185 INSULATION LINK.WATERPROOFED EACH 36 $50.00 $1,600 00
186 CABLE DUCT MARKER EACH 14 $70.00 $980.03
187 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 2,160 $0.55 $1,188.03
188 CABLE INTERDUCT LET 1,555 $10.70 $14,498.50
189 HANDHOLE EACH 5 $790.00 $3,950.00
190 LUMINAIRE.ROADWAY.METAL HALIDE,250 WATT.PORT HURON EACH 21 $1,342.00 528,182.00
191 LUMINAIRE.ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 13 $965.00 $12,54500
192 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 2 $805.00 $1,610 00
193 LIGHT FOUNDATION.BRIDGE MOUNT,WITH GROUNDING EACH 4 $166.00 $672.00
194 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 13 $1,380.00 $17,940.00
195 LIGHT POLE.30 Ef.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 17 $6,44200 $109,51403
DECORATIVE POLE MAST ARM.AND BASE
196 LIGHT POLE.15 FT.LAtH.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4 55644.00 $22.576.90
DECORATIVE POLE MAST ARM AND BASE
197 LINE,THERMOPLASTIC,OOTTED,YELLOW,4IN.,2 FT.LINE, LFT 52 50.99 ' $51.48
198 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11 $3900 $429.00
199 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE.24 IN. LFT 380 $3.99 $1516.20
200 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2,516 $0.40 $1,006.40
201 LINE,EPDXY,SOLID.YELLOW,4 IN. LFT 2.650 $0.40 $1,060.00
202 TRANSVERSE MARKING,REMOVE LFT 53 $2.01 $106.53
203 LINE,THERMOPLASTIC,BROKEN,WHITE.4 IN. LFT 2,586 $0.35 $905.10
204 LINE,THERMOPLASTIC.SOLID,WHITE,4 IN_ LFT 8.546 50.35 $2,991.10
205 LINE,THERMOPLASTIC.SOLID,WHITE.8 IN. LFT 2,586 $1.19 . $3,077.34
206 LINE,THERMOPLASTIC.SOLID,WHITE,24 IN. LFT 239 $3,99 $953.61
207 LINE.PAINT.BROKEN.WHITE,4 IN. LFT 1586 $0.26 $412.36
208 LINE.PAINT.SOLID,WHITE,4 IN. LFT 7,764 $0.26 $2,018.64
209 LINE.PAINT,SOLID,YELLOW.4 IN, LET 7,118 50.25 $1,850.68
210 LINE.REMOVE LFT 1.875 $0.29 5543.75
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-06D
Keystone Parkway and 126th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
211 TRANSVERSE MARKINGS,EPDXY.SOLID,YELLOW, CROSSHATCH LFT 60 $18.00 $1,080.00
212 LINE,EPDXY,SOLID,WHITE,6IN. LFT 309 $5.25 $1,622.25
213 PAVEMENT MESSAGE MARKINGS,EPDXY.LANE INDICATIONS ARROWS EACH 2 $240.00 $480.00
214 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK LANE INDICATION EACH 6 $487.00 $2,92200
ARROWS
215 LINE,THERMOPLASTIC,SOLID.WHITE,6 IN. LFT 798 $0.99 $790.02
215 LINE.THERMOPLASTIC.SOLID,YELLOW,4 IN. LFT 9,791 $0.35 $3,426.85
217 TRANSVERSE MARKINGS,THERMOPLASTIC.SOLID YELLOW, LFT 97 $1.99 $193.03
CROSSHATCH
218 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE,24 IN. LFT 26 $3.99 $111.72
219 TRANSVERSE MARKINGS.THERMOPLASTIC,"SHARKS TEETH" LFT 100 $2.00 $200.00
220 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,LANE INDICATION EACH 4 $99.00 $396.00
ARROW
221 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 4 $115.00 $460.00
222 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 4 $245.00 $980A0
INDICATION ARROWS
223 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 240 $18.10 $4,344.00
224 LINE.THERMOPLASTIC,SOLID,YELLOW,8 IN. LET 575 $1.19 $684.25
225 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN..3 FT.STRIPE-3 FT.GAP LFT 126 $1.99 $25074
226 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN.,3 FT.STRIPE-3 FT.GAP LET 93 50.96 $62.37
227 LINE, EPDXY,SOLID,YELLOW,6IN. LFT 638 50.60 $382.80
228 LINE,THERMOPLASTIC, DOTTED.WHITE.4 IN..2 FT.LINE,4 FT. LFT 58 $0.99 $57.42
229 RETAINING WALL MOCK UP LS 1 $23500.00 $23.500.00
230 BRIDGE RAIL MOCK UP LS 1 $15,200.00 $15,200.00
231 FLAT-WORK MOCK UP LS 1 54965,28 $4,955.28
232 FORMLINER,WALL PANELS SET 37,666 $3.00 $112,998.00
233 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 2,159 $16.75 $36,163.25
234 FORMLINER,33 IN. BRIDGE RAIL FOR RAMPS,REAR FACE LET 1,227 $29.75 $36,503.25
235 CONTROLLER,RESET TIMING EACH 2 $295.00 $590-00
236 $0.00 $0.00
237 CONTROLLER,REWIRE EACH 2 $357.00 $714.00
238 TRAFFIC SIGNAL HEAD,3-SECTION.LED(G,V.R,) EACH 2 $563 00 $1,120.00
239 TRAFFIC SIGNAL HEAD,3 FACE, 121N.RED.AMBER ARROW,GREEN EACH 5 $560.00 $2,800.00
ARROW
240 TRAFFIC SIGNAL HEAD,5-SECTION,LED(G,Y.R,GA.YA) EACH 1 $1.057.00 $1,057 00
241 1414 ROADWAY LOOP WIRE LET 484 $0.45 $217.80
242 SIGNAL CABLE 5c114 GA LFT 303 $1 50 $454.50
243 SIGNAL CABLE 7c14 GA LFT 40 $1 75 $70.00
244 SIGNAL CABLE 206 GA,SHIELDED LFT 478 $0.80 $382.40
245 DETECTOR HOUSING EACH 1 $644.00 $644.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
Cary of Cannel
Project No.07-08D
Keystone Parkway anti 126th Street Interchange
ITEM
NO. DESCRIPTION UNIT QUANTITY PRICE TOTAL
246 SAWCUT FOR ROADWAY LOOP&SEALANT LET 158 $7.00 $1,106.00
247 LOAD SWITCH EACH 1 $705.00 $705.00
BRIDGE ITEMS
248 CONSTRUCTION ENGINEERING LS 1 $15,000.00 $15,000.00
249 MOBILIZATION AND DEMOBILIZATION LS 1 $301,815.55 5301.815.55
250 EXCAVATION,DRY CYS 85 $46.00 $3,910.00
251 B BORROW CYS 29 $50.00 $1.450.00
252 AGGREGATE FOR END BENT BACKFILL CYS 116 $120.00 $13,920.00
253 DENSE GRADED SUBBASE CYS 45 $120.00 $5,400.00
254 CONCRETE IMPRINTING SET 7,452 $14.00 $104.328.00
255 ORNAMENTAL RAILING LFT 207 $346.00 $71.622.00
256 CURB,INTEGRAL,CONCRETE LFT 171 $44.75 $7,652.25
257 REINFORCED CONCRETE BRIDGE APPROACH SYS 270 $112.00 530,240.00
258 GEOTEXTILES SYS 318 $6.50 $2,067.00
259 DYNAMIC PILE LOAD TEST EACH 2 $7,000.00 $14,000.00
260 TEST PILE,RESTRIKE EACH 2 54.450.00 $8900.00
261 TEST PILE EACH 2 $1.250.00 $2,500.00
262 PILE TIP.STEEL H EACH 60 $110.00 $6,600.00
263 PILE TIP,STEEL H,HP 12 X 74 LFT 4,880 $69.00 $322,920.00
264 CONCRETE,A,SUBSTRUCTURE CYS 190 $840.00 $159,600.00
265 CONCRETE, B, FOOTINGS CYS 89 $300 D0 $26,700.00
266 REINFORCING BARS LBS 55,734 $1.00 $55,734.00
267 REINFORCING BARS,EPDXY COATED LBS 182,386 $1.05 $191,505.30
268 CONCRETE.C,SUPERSTRUCTURE CYS 849 $455.00 $386,295.00
269 CONCRETE,C,RAILING CYS 39 $1,075.00 $41,925.00
270 STRUCTURAL MEMBERS,CONCRETE I-BEAM,11,36 IN.X 12 IN. LFT 1,642 $135.00 $221,670.00
271 SURFACE SEAL SET 15,160 $0,43 $6,518.80
272 ANCHOR PLATE,Al'1 EACH 64 $56.00 $3,584.00
273 PIPE,END BENT DRAIN,6 IN. LFT 424 $3.75 $1,590.00
274 MASONRY COATING SET 5.390 $1.22 $6,575.80
275 CONDUIT, PVC,2 IN. LFT 215 $25.00 $5,375.00
276 CONCRETE STAINING SET 277 30.75 $207.75
277 STREET NAME SIGN,BRIDGE MOUNTED.DECORATIVE EACH 2 $2,375.00 $4,750.00
278 FORMLINE,SPECIALTY,CITY SEAL EACH 2 $1,115.50 $2,231.00
279 FORMILINER,BRIDGE RAIL,REAR FACE LET 207 $69.00 $18,42300
PART 3
CONTRACT ITEMS AND VNLT_PR CES
City of Cannel
Project No.07-080
Keystone Parkway and 126th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
260 FORM/LINER.BRIDGE RAIL FRONT FACE LFT 207 $40.30 $8,342.10
282 PIPE,PVC,61N_ LFT 41 $10.00 $410.00
283 INLET.B15 EACH 1 $2,819.32 $2.819.32
284 SEED MIXTURE,TYPE U LEIS 422 $2.25 $949.50
205 MULCHING MATERIAL TON 6 $350.00 $2,100.00
286 FERTILIZER TON 1 $550.00 $550.00
287 STORMWATER TREATMENT SYSTEM.TYPE I EACH 1 $21,000.00 $21,000.00
288 STORMWATER TREATMENT SYSTEM.TYPE III EACH 1 $43,000.00 $43.000.00
289 MANHOLE.L4,BYPASS EACH 1 $6,700.00 $6,700.00
TOTAL: $16,109,452.75
281 PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS SET 23.855 $11.50 I $274,332.50
SUBMITTED BY: Rieth - Riley Construction Co., inc.
C
SIGNATUR
TITLE: Paul J. Tate, VP Central Indiana
ADDRESS: 1751 W. Minnesota St. Indianapolis, IN 46221
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
1 4/] /2008
2 4/4/2008
3 4/7/2008
BID-5 TN2oo3 I.c2 FE.DOC.
PART 5
EXCEPTIONS
btst•uctionx 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-b ]N20030661.c2.FE.DOc
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: Keystone Parkway and I06"Street Interchange with
Optional 1261"Street Interchange Alternative, City of
Cannel Project#07-088
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at
the intersection of Keystone Parkway and 106"'Street,
reconstruction of Keysstone Parkway segments running north
and south of the interchange, and reconstruction of portions of
106'x'Street directly east and west of the interchange.
The Optional Alternative bid includes the construction of the
106111 Street interchange(Project#07-088) as well as a second
teardrop-shaped roundabout interchange at the intersection of
Keystone Parkway and I26"'Street(Project#07-08D), involving
the reconstruction of Keystone Parkway segments running north
and south of the 126'x`Street interchange and reconstruction of
portions of 1261h Street directly east and west of the interchange.
Date: April 9, 2008
To: City of Carmel, Indiana, Board of Public Works and Safety
BID-1 [N2003066LCL FR Doc
PART I
BIDDER INFORMATION
(Prints
I.I Bidder Name: Rieth-Riley Construction Co. , Inc.
1.2 Bidder Address: Street Address: 1751 W. Minnesota St. , Po Box 276
City: Indianapolis State: IN Zip: 462Q6
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/hreign corporation. Note: To do business in or with the Cih: 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:
Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
BID-2 rn2ao3a6tMrci_FE Doc.
PART 2
BID PROPOSAL
2,1 Base Bid (Required)
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 Fourteen Million One Hundred Four
Thousand Eight Hundred Forty Four. and 96/100 Dollars (514,104,844.96 ). 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 he 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.
Alternate Bid (Optional}
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 Thirty Million One Hundred Seventy
One Thousand Three Hundred Five and 15/100 Dollars
($ 30,171,: 05.15 ). 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 arc 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 he 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.
B I0-3 manmor,etci.rE.00c
PAR 3
CONTRACT ITEMS :ND UN PRIC S
City of Carmel
Project No.07-08B Base Bid
Keystone Parkway and 106th Street Interchange
IM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
NO
1 CONSTRUCTION ENGINEERING LS 1 $141,150.00 $141.150.00
2 FIELD OFFICE.C MOS 15 $2.783.33 $41,749.95
3 FIELD OFFICE INTERNET SERVICE MOS 15 $111.33 51,669.95
4 MOBILIZATION AND DEMOBILIZATION LS 1 $724,276.92 $724,276.92
5 CLEARING RIGHT OF WAY LS 1 536,465,83 $36,465.83
6 TESTING FOR ASBESTOS MATERIAL EACH 1 $2,000.00 $2,000.00
7 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 $3,240.00 $3,240.00
8 PAVEMENT REMOVAL SYS 13,133 55.31 569,736.23
9 GUARDRAIL,REMOVE LFT 512 $3.75 $1,920.00
10 HOUSES AND BUILDINGS,PARCEL NO.24,REMOVE LS 1 $21,346.00 $21,346.00
11 EXCAVATION,COMMON CYS 53,086 $11.00 $583,946.00
12 EXCAVATION,UNCLASSIFIED CYS 4.000 $14.74 $58,960.00
13 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 54 $65.00 $3,510.00
PROTECTION
14 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 42 $6248 $2,624.16
15 TEMPORARY DITCH INLET PROTECTION EACH 10 $65.00 $650.00
16 TEMPORARY SEDIMENT TRAP TON 206 $56.83 511,706.98
17 TEMPORARY SILT FENCE LFT 2,272 $1.10 $2499,20
18 TEMPORARY,FILTER TUBE.18 IN. LFT 231 $8.00 $1,848.00
19 SUBGRADE TREATMENT,TYPE I SYS 52,649 $3.25 $171,109.25
20 B BORROW CYS 11.230 523.00 $258,290.00
21 STRUCTURE BACKFILL,TYPE 1 CYS 11,956 523.60 5262,161.60
22 STRUCTURE BACKFILL,TYPE 2 CYS 945 $22.71 521,460.95
23 STRUCTURE BACKFILL,TYPE 3 CYS 19,446 $25.30 $491,983.80
24 STRUCTURE BACKFILL,TYPE 5 CYS 33 $55.67 51,837.11
25 COMPACTED AGGREGATE,NO.53,BASE TON 8,362 $17.46 $146.000.52
26 SUBBASE FOR PCCP CYS 1,323 $46.76 $61.863.48
27 DENSE GRADED SUBBASE CYS 100 $49.10 $4,910.00
28 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 226 $77.59 $17,535.34
29 MILLING.ASPHALT,11/2 IN. SYS 28,429 $0.75 $21,321.75
30 PROFILOGRAPH,HMA LS 1 52,170.22 $2,170.22
31 HMA SURFACE.TYPE A TON 97 $77.54 $7,521.38
32 HMA SURFACE,TYPE C TON 803 $78.14 562,746,42
33 HMA INTERMEDIATE,TYPE A TON 299 $51.86 $15,506.14
34 HMA INTERMEDIATE,TYPE C TON 1,259 $50.82 $63,982.38
35 HMA INTERMEDIATE,OG,TYPE C TON 1,507 $53.64 $80.835.48
36 HMA BASE,TYPE C TON 3,377 541.00 5138,457.00
37 HMA INTERMEDIATE,OG,TYPED TON 4,288 550.69 $217,358.72
38 HMA FOR TEMPORARY PAVEMENT TON 3,973 $66.84 $265,555.32
39 HMA SURFACE.TYPED TON 4.931 570.43 $347,290.33
40 HMA INTERMEDIATE,TYPED TON 3,901 $47.14 $183,893.14
41 HMA BASE,TYPED TON 16,593 $41.00 $680,313.00
42 ASPHALT FOR TACK COAT TON 43 $367.40 $15,798.20
43 CORING,PCCP LS 1 $1,131.95 $1,131.95 .
44 PCCP,12 IN. SYS 5,200 $47.00 $244,400.00
45 PCCP TRUCK APRON,7 IN. SYS 420 $105.15 $44,163.00
46 PCCP,4 IN. SYS 205 $34.77 $7,127.85
47 D-1 CONTRACTION JOINT LFT 4,527 $12.45 $56,361.15
48 CONCRETE IMPRINTING SFT 7,273 $4.59 $33,383.07
49 GUARDRAIL TRANSITION TYPE TGB EACH 2 $1,750.00 $3,500.00
50 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 $14,450.00 $28,900.00
51 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 $15,850.00 $31,700.00
52 IMPACT ATTENUATOR SPARE PARTS PACKAGE.R2,W1,TL-3,STAGE 1 EACH 2 $1,400.00 $2,800.00
53 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3,STAGE 2 EACH 2 $2,200.00 $4,400.00
54 IMPACT ATTENUATOR SPARE PARTS PACKAGE.R2,W2,TL-3,STAGE 1 EACH 2 $1,400.00 $2,800.00
55 IMPACT ATTENUATOR SPARE PARTS PACKAGE.R2,W2,TL-3,STAGE 2 EACH 2 $2.200.00 $4,400.00
56 GUARDRAIL END TREATMENT.OS EACH 2 $2,300.00 $4,600.00
57 HANDRAIL,PEDESTRIAN LFT 366 $120.00 $43,920.00
58 GUARDRAIL END TREATMENT.OS,SPARE PARTS PACKAGE,STAGE 1 EACH 2 $475.00 $950.00
59 GUARDRAIL END TREATMENT.OS,SPARE PARTS PACKAGE.STAGE 2 EACH 2 $800.00 $1,600.00
60 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LFT 1,630 $15.15 $24,694.50
61 GUARDRAIL TRANSITION,VH,6 FT.3 IN.SPACING EACH 2 $50.00 $100.00
62 ORNAMENTAL RAILING LFT 3.524 $115.50 $407,022.00
63 BARRIER DELINEATOR EACH 51 $25.00 $1,275.00
64 FENCE,FARM FIELD,47 IN. LFT 715 $8.00 $5,720.00
65 CURB RAMP,CONCRETE,C SYS 94 $105.49 $9,916.06
66 CURB RAMP,CONCRETE,G SYS 64 $105.53 $6,753.92
67 CURB RAMP,CONCRETE,K SYS 20 $105.44 $2,108.80
68 CURB RAMP,CONCRETE,L SYS 36 $105.67 $3,804.12
69 CONCRETE SIDEWALK,4 IN. SYS 446 $33.02 $14,726.92
70 INTEGRAL CONCRETE CURB LFT 393 $23.96 $9,416.28
71 CONCRETE CURB,MODIFIED LFT 716 $14.43 $10,331.88
72 CURB AND GUTTER.B LFT 1,010 $11.52 $11,635.20
73 CURB AND GUTTER TYPE II LFT 3,358 $11.52 $38,684.16
74 CURB AND GUTTER,B.MODIFIED LFT 5,100 $10.55 $53,805.00
75 CURB AND GUTTER TYPE III LFT 608 $14.03 $8,530.24
76 CURB TURNOUT EACH 2 $3,087.05 $6,174.10
77 CONCRETE ROLL CURB LFT 545 $19.93 $10,861.85
78 INTEGRAL CONCRETE CURB,TYPE B LFT 1,047 $13.78 $14,427.66
79 PAVED SIDE DITCH,A LFT 420 $43.16 $18,127.20
80 HMA FOR APPROACHES,TYPE A TON 290 $85.60 $24,824.00
81 PCCP FOR APPROACHES.6 IN. SYS 676 $56.52 $38,207.52
82 MAILBOX ASSEMBLY,SINGLE EACH 3 $200.00 $600.00
83 GEOTEXTILES SYS 185 $4.03 $745.55
84 RIPRAP,REVETMENT TON 81 $48.45 $3,924.45
85 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $300.00 $600.00
86 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 6,863 $0.27 $1,853.01
87 EROSION CONTROL BLANKET SYS 6,350 51.10 $6,985.00
88 $0.00 $0.00
89 WATER kGAL 28 $1.00 $28.00
90 TOP SOIL CYS 7,127 $20.00 $142,540.00
91 SODDING,NURSERY SYS 7,577 $2.50 $18,942.50
92 WET-TO-MESIC PLANTING MIX LBS 11 $55.00 $605.00
93 WETLAND PLANTING MIX LBS 2 355.00 $110.00
94 IRRIGATION CONDUIT LFT 500 $30.00 $15,000.00
95 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 2 $5,150.00 $10,300.00
96 FIELD DRILLED HOLE EACH 2 $200.00 $400.00
97 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 3,087 $184.50 $569.551.50
98 MODIFIED P5-2 BRIDGE RAIL,TYPE I LFT 1,104 $195.00 $215,280.00
99 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 408 $188.00 $76,704.00
100 MODIFIED 33 IN.BRIDGE RAIL LFT 2,043 $97.50 $199,192.50
101 ANTI-GRAFFITI PROTECTIVE COATING SFT 77,116 $0.45 $34,702.20
102 SURFACE SEAL SFT 33,518 $0.36 $12,066.48
103 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 420 $180.00 $75,600.00
104 CULVERT,PRECAST BOX,REINFORCED CONCRETE,8 FT.X 3 FT. LFT 136 $441.27 $60,012.72
105 WINGWALL SYS 99 $655.92 $64,936.08
106 TEMPORARY RETAINING WALL L5 1 $175,000.00 $175,000.00
107 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 7,662 $3.45 $26,433.90
108 PIPE,UNDERDRAIN OUTLET,6 IN. LFT 335 $23.40 $7,839.00
109 PIPE,CIRCULAR,12 IN. LFT 1.769 $37.42 $66,195.98
110 PIPE,CIRCULAR,15 IN. LFT 1,369 $46.39 $63,507.91
111 PIPE,CIRCULAR,18 IN. LFT 1,794 $39.81 $71.419.14
112 PIPE,CIRCULAR,24 IN. LFT 1,522 $52.67 580.163.74
113 PIPE,CIRCULAR 30 IN. LFT 923 $83.31 $76,895.13
114 PIPE,CIRCULAR,60 IN. LFT 725 $160.88 $116,638.00
115 PIPE,SLOTTED DRAIN,12 IN. LFT 159 $144.02 $22,899.18
116 VIDEO INSPECTION FOR PIPE LFT 8,112 $1.10 $8.923.20
117 PIPE END SECTION.12 IN. EACH 1 $548.98 $548.98
118 PIPE END SECTION,15 IN. EACH 3 $565.12 $1,695.36
119 PIPE END SECTION,30 IN. EACH 2 $773.86 $1,547.72
120 OUTLET PROTECTOR,1 EACH 1 $650.00 3650.00
121 OUTLET PROTECTOR,2 EACH 2 $600.00 $1,200.00
122 VIDEO INSPECTION FOR UNDERDRAINS LFT 3.000 $1.10 $3,300.00
123 AGGREGATE FOR UNDERDRAINS CYS 820 $35.70 $29,274.00
124 GEOTEXTILES FOR UNDERDRAIN SYS 9,072 $1.80 $16,329,60
125 A2000,6 IN.,PVC,PERFORATED LFT 3875 $6.05 $18,603.75
126 MANHOLE,K15 EACH 1 $6,462.83 $6,462.63
127 INLET,HA-5 EACH 4 $4,725.12 $18,900.48
128 CASTING.ADJUST TO GRADE EACH 4 $527.91 $2,111.64
129 INLET,.10 EACH 6 $1,888.87 $11,333.22
130 INLET,M10 EACH 4 $1,888.87 $7,555.46
131 INLET,R13 EACH 2 $2,556.51 $5,113.02
132 CATCH BASIN,K10 EACH 12 $2,427.72 $29,132.64
133 PIPE CATCH BASIN.18 IN. EACH 1 $3,724.82 $3,724.82
134 MANHOLE,C4 EACH 18 $3,266.71 $58,800.78
135 MANHOLE,E4 EACH 3 $8,900.28 $26,700.84
136 MANHOLE.F4 EACH 1 $9,844.55 $9,844.55
137 STRUCTURE,MANHOLE,RECONSTRUCT LFT 5 $675.89 $3,379.45
138 STRUCTURE,INLET,RECONSTRUCT LFT 11 $659.29 $7,252.19
139 MANHOLE.C2 EACH 1 $3,517.21 $3,517.21
140 MANHOLE.C10 EACH 4 $4,114.01 $16,456.04
141 MANHOLE,K4 EACH 2 $6,114.32 $12,228.64
142 MANHOLE,.14 EACH 11 $4,133.73 $45,471.03
143 MANHOLE.E15 EACH 1 $9,817.27 59,817.27
144 CATCH BASIN,C15 EACH 5 $3,356.54 $16,782.70
145 CATCH BASIN,R13 EACH 1 $2,632.56 $2,632.56
146 MANHOLE..115 EACH 2 $5,246.50 $10,493.00
147 CATCH BASIN,HA-5 EACH 10 $2,551.30 $25,513.00
148 MASONRY COATING SFT 33,518 $1.25 $41,897.50
149 CONCRETE STAINING SET 43,598 $3.60 $156,952.80
150 FACE PANELS,CONCRETE SET 49,908 $17.50 $873,390.00
151 WALL ERECTION SFT 49.908 $5.85 $291,961.80
152 LEVELING PAD,CONCRETE LFT 3.987 $103.50 $412,654.50
153 COARSE AGGREGATE,NO.B TON 3,739 $22.83 $85,361.37
154 TEMPORARY PAVEMENT MESSAGE MARKING,LANE INDICATION ARROW EACH 2 $40.00 $80.00
155 TEMPORARY PAVEMENT MESSAGE MARKINGS,WORD(ONLY) EACH 2 $55.00 $110.00
156 CONSTRUCTION SIGN,C EACH 2 $565.00 $1,130.00
157 ROAD CLOSURE SIGN ASSEMBLY EACH 14 $290.00 $4,060.00
158 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 30,796 $0.70 $21,557.20
159 TEMPORARY PAVEMENT MARKING,REMOVABLE,BIN, LFT 6,671 $1.89 $12,608.19
160 DETOUR ROUTE MARKER ASSEMBLY EACH 18 $85.00 $1,530.00
161 CONSTRUCTION SIGN,A EACH 52 $179.00 $9,308.00
162 CONSTRUCTION SIGN,B EACH 14 $50.00 $700.00
163 FLASHING ARROW SIGN DAY 690 $9.00 $6,210.00
164 MAINTAINING TRAFFIC LS 1 $78,685.23 $78,685.23
165 ENERGY ABSORBING TERMINAL,CZ,TL-3 EACH 2 55,850.00 $11,700.00
166 BARRICADE,III-8 LET 564 $14.80 $8,347.20
167 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 4,598 $38.99 $179,276.02
168 TEMPORARY TRAFFIC BARRIER.TYPE 1,ANCHORED LFT 140 559.36 $8,310.40
169 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 1,262 $62.20 $78,496.40
170 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $7,400.00 $14,800.00
171 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 597 512.00 $7,164.00
172 SIGN,PANEL,WITH LEGEND SFT 182 517.50 33,185.00
173 SIGN,SHEET,RELOCATE EACH 6 $42.00 $252.00
174 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 8 $420.00 $3,360.00
175 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN, SFT 273 $15.25 $4,163.25
176 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SIT 165 $1660 $2,739.00
177 STRUCTURAL STEEL,BREAKAWAY LBS 1.338 $3.60 $4,816.80
178 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $1,984.00 $7,936.00
179 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $2,273.00 59,092.00
180 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 $1,755.00 $1,755.00
181 WIRE,NO.4 COPPER.IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 192 $7.80 $1,497.60
182 CONDUIT,PVC,2 IN. LFT 192 $5.00 $960.00
183 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 1,335 $12.75 $17,021.25
184 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT,41/C LFT 1,335 $7.80 $10,413.00
185 HANDHOLE.LIGHTING EACH 7 $610.00 $4,270.00
186 LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT. EACH 22 $875.00 $19,250.00
187 JUNCTION BOX EACH 2 $522.00 $1,044.00
188 WIRE,NO.4,COPPER.IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 4,530 $7.45 $33,748.50
189 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $895.00 $1,790.00
190 SERVICE POINT,II EACH 2 $3,797.00 $7,594.00
191 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC EACH 2 $12.00 $24.00
192 CONNECTOR KIT,UNFUSED EACH 28 $30.00 $840.00
193 CONNECTOR KIT,FUSED EACH 27 $30.00 $810.00
194 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60 $10.00 $600.00
195 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 20 $50.00 $1,000.00
196 INSULATION LINK,NONWATERPROOFED EACH 53 $10.00 $53000
197 INSULATION LINK,WATERPROOFED EACH 32 $50.00 $1,600.00
198 CABLE DUCT MARKER EACH 10 $70.00 $700.00
199 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 1,401 $0.55 $770.55
200 CABLE INTERDUCT LFT 1,430 $10.70 $15,301.00
201 HANDHOLE EACH 5 $790.00 $3,950.00
202 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT.PORT HURON EACH 19 51,342.00 $25,498.00
203 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT.MONGOOSE EACH 8 $965.00 $7,720.00
204 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 2 $805.00 $1,610.00
205 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $168.00 $672.00
206 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWY BASE EACH 8 $1,380.00 $11,040.00
207 LIGHT POLE,30 FT.E.M H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 19 $6,442.00 $122,398.00
DECORATIVE POLE.MAST ARM,AND BASE
208 LIGHT POLE,15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4 $5,644.00 $22,576.00
DECORATIVE POLE,MAST ARM AND BASE
209 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 28 $39.00 $1,092.00
210 TRANSVERSE MARKINGS.THERMOPLASTIC,CROSSWALK.WHITE,24 IN. LFT 400 $3.79 $1,516.00
211 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2.442 $0.37 $903.54
212 LINE,EPDXY,SOLID,YELLOW.4 IN. LFT 2,464 50.37 $911.68
213 TRANSVERSE MARKING,REMOVE LFT 65 $2.01 $130.65
214 LINE,THERMOPLASTIC,BROKEN.WHITE,4 IN. LFT 4.690 $0.34 $1.594.60
215 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 15.106 $0.34 $5,136.04
216 LINE.THERMOPLASTIC,SOLID,WHITE,B IN. LFT 3,089 $0.99 $3,058.11
217 LINE,THERMOPLASTIC,SOLID,WHITE.24 IN. LFT 272 $3.79 $1.030.88
218 LINE,PAINT,BROKEN,WHITE.4 IN. LFT 2,035 $0.26 $529.10
219 LINE,PAINT,SOLID.WHITE.4 IN. LFT 8.090 $0.26 $2,103.40
220 LINE.PAINT,SOLID,YELLOW,4 IN. LET 8,544 $0.26 $2221.44
221 LINE,REMOVE LFT 18,092 $0.29 $5246.68
222 LINE.EPDXY,SOLID,WHITE.6 IN. LET 322 $5.25 $1,690.50
223 PAVEMENT MESSAGE MARKINGS,EPDXY,LANE INDICATIONS ARROWS EACH 2 $240.00 $480.00
224 PAVEMENT MESSAGE MARKINGS,EPDXY.FISHHOOK LANE INDICATION EACH 6 $487.00 $2,922.00
ARROWS
225 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 319 $0.79 $252.01
226 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 13,133 $0.34 $4,465.22
227 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID YELLOW, LFT 338 $1.89 $630.82
CROSSHATCH
228 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 92 $3.79 $348.68
229 TRANSVERSE MARKINGS,THERMOPLASTIC."SHARKS TEETH' LFT 98 $2.00 $196.00
230 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 13 $88.00 $1,144.00
ARROW
231 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) EACH 15 $99.00 $1,485.00
232 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 4 $225.00 $900.00
INDICATION ARROW
233 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 285 $16.70 $4,759.50
234 LINE,THERMOPLASTIC.SOLID,YELLOW,BIN. LFT 1.145 $0.99 $1,133.55
235 LINE,THERMOPLASTIC,BROKEN.WHITE,12 IN.,3 FT STRIPE-3FT GAP LFT 134 $1.89 $25126
236 LINE,THERMOPLASTIC,BROKEN.WHITE,6 IN.,3FT STRIPE-3FT GAP LFT 60 $0.95 $57.00
237 RETAINING WALL MOCK UP LS 1 $23,500.00 523,500.00
238 BRIDGE RAIL MOCK UP L5 1 $1120000 $15,200.00
239 FLAT-WORK MOCK UP LS 1 $5,251.69 $5,251.69
240 FORMLINER,WALL PANELS SET 49,908 $3.00 $149,724.00
241 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 1,512 $23.42 $35,411.04
242 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2,043 $29.95 $61,187.85
243 CONTROLLER,RESET TIMING EACH 2 $295.00 $590.00
244 $0.00 $0.00
245 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 54 $23.00 $1,242.00
246 CONTROLLER,REWIRE EACH 2 $357.00 $714.00
247 TRAFFIC SIGNAL HEAD,3 FACE,12 IN.RED,AMBER ARROW,GREEN EACH 2 $560.00 $1,120.00
ARROW
248 TRAFFIC SIGNAL HEAD.5-SECTION,LED(G.Y.R,GA.YA) EACH 3 $1,057.00 $3,171.00
249 1c/14 ROADWAY LOOP WIRE LFT 968 $0.45 $435.60
250 SIGNAL CABLE 5c114 GA LFT 110 $1.50 $165.00
251 SIGNAL CABLE 7&14 GA LFT 102 $1.75 $178.50
252 SIGNAL CABLE 2c/16 GA,SHIELDED LFT 478 $0.80 $382.40
253 DETECTOR HOUSING EACH 2 $644.00 $1,288.00
254 SAWCUT FOR ROADWAY LOOP S SEALANT LFT 316 $7.00 52.212 00
255 LOOP DETECTOR DELAY AMPLIFIER.2-CHANNEL EACH 1 $410.00 $410.00
256 LOAD SWITCH EACH 1 $70.00 $70.00
BRIDGE ITEMS
257 CONSTRUCTION ENGINEERING LS 1 $8,850.00 $8,850.00
258 MOBILIZATION AND DEMOBILIZATION LS 1 $267,836.12 5267.835.12
259 EXCAVATION.DRY CYS 65 $46.00 $3,910.00
260 B BORROW CYS 28 350.60 $1,40000
251 AGGREGATE FOR END BENT BACKFILL CYS 114 $120.00 $13,680.00
262 DENSE GRADED SUBBASE CYS 52 $120.00 $6,240.00
263 CONCRETE IMPRINTING SET 6,777 $10.00 $67,770.00
264 ORNAMENTAL RAILING LFT 200 317300 $34,600.00
265 CURS,INTEGRAL.CONCRETE LFT 181 $44.75 $6.099.75
266 REINFORCED CONCRETE BRIDGE APPROACH SYS 314 $112.00 $35,168.00
267 GEOTEXTILES SYS 312 $6.50 $2,026.00
268 PILE TIP,STEEL H,HP 12 X 53 LFT 5,090 $53.00 5269,770.00
269 DYNAMIC PILE LOAD TEST EACH 2 $7,000.00 514,00000
270 TEST PILE EACH 2 51,250.00 $2,50000
271 TEST PILE,RESTRIKE EACH 2 $4,450.00 $8,900.00
272 PILE TIP,STEEL H EACH 58 5110.00 56,380.00
273 CONCRETE,A,SUBSTRUCTURE CYS 166 $84000 $157,920.00
274 CONCRETE.5,FOOTINGS CYS 90 $300.00 $27,000.00
275 REINFORCING BARS LBS 53.499 $1.00 $53,499.00
276 REINFORCING BARS,EPDXY COATED LBS 183,118 $105 $192,27390
277 CONCRETE,C,SUPERSTRUCTURE CYS 812 $455.00 $369,460.00
278 CONCRETE,C,RAILING CYS 38 51,07500 $40,850.00
279 STRUCTURAL MEMBERS,CONCRETE I-BEAM,11,36 IN.X 12 IN. LET 1,527 $135.00 $206,145.00
280 SURFACE SEAL SFT 15,980 80.43 $6,671 40
281 ANCHOR PLATE,AP 1 EACH 60 $56.00 $3,360.00
262 MASONRY COATING SET 5,370 $1.22 $6,551.40
283 CONDUIT,PVC.2 IN. LFT 210 52500 55,250.00
284 CONCRETE STAINING SFT 259 $4.00 $1,076.00
285 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $5,045.00 $10,090.00
286 FORMLINE,SPECIALTY,CITY SEAL EACH 2 51,115.00 $2,230.00
287 FORMILINER,BRIDGE RAIL.REAR FACE LFT 202 $89.00 $17,973.00
286 FORMILINER,BRIDGE RAIL,FRONT FACE LET 202 $40.30 $8,140,60
290 SEED MIXTURE.TYPE U LBS 426 $225 $958.50
291 MULCHING MATERIAL TON 6 $35000 $2100.00
292 FERTILIZER TON 2 $550.00 $1,100.00
293 WATER LINE,STEEL CASING,48 IN LFT 197 $33174 $65,352.78
294 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $28,785.08 $28,785.08
TOTAL: $14,104,044.96
I 289 1PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS I SFT I 43.598 I $11.50 I $501.377.00
SUBMITTED BY: Rieth-Riley Construction Co., Inc.
SIGNAT R °�
\N__A/ / ._.—,
TITLE: Paul J.Tate, VP Central Indiana
ADDRESS: 1751 W. Minnesota St. Indianapolis, IN 46221
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-088 Optional Alternative
Keystone Parkway and 106th Street Interchange(Project 107-085)And
Keystone Parkway and 126th Street Interchange(Project 807-08E)
ITE DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO. b
1 CONSTRUCTION ENGINEERING LS 1 5281.722,00 $281,722.00
2 FIELD OFFICE,C MOS 15 $2.783.12 $41.746.80
3 FIELD OFFICE INTERNET SERVICE MOS 15 $111.32 $1,669.80
4 MOBILIZATION AND DEMOBILIZATION LS 1 $1,537,912.40 $1,537,612.40
5 CLEARING RIGHT OF WAY LS 1 $133,231.24 $133.231.24
6 TESTING FOR ASBESTOS MATERIAL EACH 1 $2,000.00 $2,000.00
7 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 2 $3,240.00 $6,480.00
8 PAVEMENT REMOVAL SYS 28,066 $5.12 $143,097.92
9 GUARDRAIL,REMOVE LET 1.004 $3.75 $3,705.00
10 CENTER CURB,CONCRETE,REMOVE SYS 109 $40.00 54,360.00
11 HOUSES AND BUILDINGS.PARCEL NO.24,REMOVE LS 1 $21,346.47 $21,346.47
12 EXCAVATION,COMMON CYS 140,280 $1140 $1,699,192.00
13 EXCAVATION,UNCLASSIFIED CYS 8.800 $12.70 $111,763.00
14 TEMPORARY EROSION AND SEDIMENT CONTROL, CURB INLET EACH 105 $65.00 $6,825.00
PROTECTION
15 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 88 $59.88 $5.269.44
16 TEMPORARY DITCH INLET PROTECTION EACH 22 $65.00 51.430,00
17 TEMPORARY SEDIMENT TRAP TON 445 $54.21 $24,12345
18 TEMPORARY SILT FENCE LET 3.701 $1.10 54,071,10
19 TEMPORARY,FILTER TUBE,IS IN. LFT 231 $8.00 $1,848.00
' 20 SUBGRADE TREATMENT,TYPE I SYS 97,334 $3.59 , $349,429.06
21 B BORROW CYS 14,060 $19.15 $269,249.00
22 STRUCTURE BACKFILL,TYPE 1 CYS 27,182 $19.77 $537,388.14
23 STRUCTURE BACKFILL,TYPE 2 CYS 945 $22.71 $21,460.95
24 STRUCTURE BACKFILL,TYPE 3 CYS 25,949 $25.30 $656,509.70
25 STRUCTURE BACKFILL,TYPE 5 CYS 33 $66.79 $2,204.07
_
26 COMPACTED AGGREGATE.N0.53,BASE TON 17,438 $21.29 $371,255.02
27 SUBBASE FOR PCCP CYS 2.845 $47.16 $134,170.20
28 DENSE GRADED SUBBASE CYS 97 $133.59 $12.958.23
29 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAYS TON 284 $74.60 $21,186.40
30 MILLING,ASPHALT, 1 112 IN. SYS 40.107 $0.71 528.475.97
31 PROFILOGRAPH,HMA LS 1 $4,34011 $4.340.11
32 HMA SURFACE,TYPE A TON 233 $75.20 $17,521.60
33 HMA SURFACE.TYPE C TON 1.573 $76.17 $119,815.41
34 HMA INTERMEDIATE,TYPE A TON 713 553.48 $38,131.24
35 HMA INTERMEDIATE.TYPE C TON 2,378 $48.85 $116165.30
36 HMA INTERMEDIATE,OG,TYPE C TON 2,692 $5$60 $144,291.20
37 HMA BASE,TYPE C TON 6,436 $4443 $285,951.48
36 HMA INTERMEDIATE,OG,TYPED TON 8,710 $50.83 $442,729.30
39 HMA FOR TEMPORARY PAVEMENT TON 8,729 $53.28 $552,37112
40 HMA SURFACE,TYPE D TON 8,156 $70.85 $577,052.60
41 HMA INTERMEDIATE,TYPE D TON 7,311 $47.33 $346,029.63
42 HMA BASE,TYPED TON 30,274 $40.57 $1,231,243.56
43 HMA WEDGE AND LEVEL TYPED TON 271 $107.19 $29,048.49
44 ASPHALT FOR TACK COAT TON 81 $372.94 $30,208.14
45 CORING,PCCP LS 1 $1,131.86 $1,131.86
46 PCCP, 12 IN. SYS 11,031 $5L60 $569,199.60
47 PCCP TRUCK APRON,7 IN. SYS 646 $105.14 $88,948.44
48 PCCP.4 IN. SYS 407 $34.76 $14,147.32
49 0-1 CONTRACTION JOINT LFT 8.846 $12.30 $108,805.80
50 PCCP PATCHING,FULL DEPTH SYS 109 $150.48 $16,402.32
51 CONCRETE IMPRINTING SET 14,779 $3.78 $55,864.62
52 GUARDRAIL TRANSITION TYPE TGB EACH 3 $1,750.00 $5,25000
53 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 4 $14,450.00 $57,800.00
54 IMPACT ATTENUATOR,R2,W2.TL-3 EACH 4 $15,850.00 $63,400.00
55 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W7,TL-3,STAGE 1 EACH 4 $1,400.00 $5,600.00
56 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3,STAGE 2 EACH 4 $2,200.00 $8,800.00
57 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL-3.STAGE 1 EACH 4 $1,40300 $5,60000
. 58 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL-3.STAGE 2 EACH 4 52.200 00 $8,80000
59 GUARDRAIL END TREATMENT,OS EACH 3 $2,300.00 $6,900.00
60 HANDRAIL,PEDESTRIAN LET 366 $120.00 $43,920.00
61 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STAGE 1 EACH 3 $475.00 51425.00
62 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STAGE 2 EACH 3 $800.00 52,400.00
63 GUARDRAIL W BEAM,6 FT.3 IN.SPACING LET 1,030 $15.15 $24,694.50
64 GUARDRAIL TRANSITION,VH,6 FT.3 IN.SPACING EACH 2 $50.00 $100.00
65 ORNAMENTAL RAILING LFT 6,886 $115.50 5795,333.00
66 BARRIER DELINEATOR EACH 105 $12.86 $1.350.30
67 FENCE,FARM FIELD,47 IN. LFT 1,031 $8.00 $8,248.00
68 CURB RAMP,CONCRETE,C SYS 208 510547 $21,937.76
69 CURB RAMP.CONCRETE,G SYS 108 5105.54 $11,395.32
70 CURB RAMP,CONCRETE,K SYS 20 $105.44 $2,106.80
71 CURB RAMP,CONCRETE,L SYS 61 $105.66 $8,558.46
72 CONCRETE SIDEWALK,4 IN SYS 717 $34.81 $24,958.77
73 INTEGRAL CONCRETE CURB LET 888 52388 521,205.44
74 CONCRETE CURB,MODIFIED LFT 1,344 $14.89 $20,012.16
75 CURB AND GUTTER,B LFT 2,032 $11.49 $23,347.68
_
76 CURB AND GUTTER TYPE II LFT 6.060 $11.58 $70.267.44
77 CURB AND GUTTER.B,MODIFIED LET 10,300 $10.51 $108.253.00
78 CURB AND GUTTER TYPE III LFT 1219 $14.02 $17,090.38
79 CURB TURNOUT EACH 3 53,086.81 $9,260.43
80 CONCRETE ROLL CURD LFT 1,112 $20.59 $22,896.08
81 INTEGRAL CONCRETE CURB,TYPES LFT 2,936 $13.78 $40,458.08
82 PAVED SIDE DITCH.A LET 420 $43.15 $18,123.00
83 HMA FOR APPROACHES,TYPE A TON 685 593.18 $83,828.30
84 POOP FOR APPROACHES,6IN. SYS 777 $56.51 $43,908.27
85 MAILBOX ASSEMBLY.SINGLE EACH 3 $200.00 $600.00
86 GEOTEXTILES SYS 306 $2.42 $745.36
87 RIPRAP,CLASS 1 TON 22 $54.00 $1,183.00
88 RIPRAP,REVETMENT TON 127 $39.91 $4,954.27
89 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 4 $200.00 $800.00
90 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13,637 $0.26 $3,545.62
91 EROSION CONTROL BLANKET SYS 6.457 51.10 $7,102.70
92 $0.00 $0.00
93 WATER ■GAL 61 $1.00 $61.90
94 TOP SOIL CYS 12,343 $18.21 $199,431.63
95 SODDING,NURSERY SYS 15,300 $2.40 $37,920.00
98 WET-TO-MESIC PLANTING MIX LBS 11 $55.00 $605.00
97 WETLAND PLANTING MIX LBS 2 $55.00 $110.00
98 IRRIGATION CONDUIT LFT 1,000 $30.00 $30000.00
99 FIELD DRILLED HOLE EACH 2 $20000 $400.00
100 CONCRETE BRIDGE RAILING TRANSITION.TPS-2 EACH 3 $5.15000 515450.00
101 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 5,730 $184.50 $1.057,185.00
102 MODIFIED P5-2 BRIDGE RAIL,TYPE I LFT 2,331 $195.00 $454,545.00
103 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 408 $188.00 576,704.00
104 MODIFIED 33 IN.BRIDGE RAIL LIT 4,202 598.00 $411,796.00
105 ANTI-GRAFFITI PROTECTIVE COATING SET 137,748 $0.45 $61,986.60
106 SURFACE SEAL SFr 70.058 $0.36 $25,220.88
107 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 420 $180.00 $75,600.00
108 CUT WALLS SFr 10,723 $145.00 $1,554.835.00
109 CUT WALL SET 10,954 $14600 $1,509.284.00
110 CULVERT,PRECAST BOX,REINFORCED CONCRETE.8 FT.X 3 FT. LFT 136 $352.18 $47,896.48
111 WINGWALL SYS 99 $650.10 $64,359.90
112 TEMPORARY RETAINING WALL LS 1 5800,000.00 $800,000.00
113 PIPE,CIRCULAR,36 IN. LET 91 $81.00 $7,371.00
114 PIPE.TYPE 4,CIRCULAR,6IN. LIT 14.975 $3.30 $49,417.50
115 PIPE,UNDERDRAIN OUTLET,6IN. LFT 494 $22.40 $11.065.60
116 PIPE,CIRCULAR,12 IN. LET 2,479 $36.58 $90,681.82
117 PIPE,CIRCULAR,15 IN. LET 2,413 $41.00 $98,933.00
118 PIPE,CIRCULAR,18 IN. LFT 3,088 $36.87 $113.780.02
119 PIPE.CIRCULAR,24 IN. LFT 2,607 $51.05 $133,08725
120 PIPE,CIRCULAR 30 IN, LFT 923 $88.37 $81,565.51
121 PIPE,CIRCULAR,42 IN. LET 120 $87.00 $10,440.00
122 PIPE,CIRCULAR,48 IN. LET 732 $105.00 $76,660.00
123 PIPE,CIRCULAR,60 IN. LFT 1.651 $151_94 $294,679.04
124 PIPE,CIRCULAR,66 IN. LFT 319 $172.00 $54.868.00
125 PIPE,SLOTTED DRAIN,12 IN. LFT 159 $117.68 $18.711.12
126 CONCRETE ANCHOR,48 IN_ EACH 1 $2,170.00 $2,170.00
127 VIDEO INSPECTION FOR PIPE LFT 14,709 $1.60 $23,662.40
128 PIPE END SECTION.12 IN_ EACH 1 $793.84 $793.84
129 PIPE END SECTION,15 IN. EACH 3 $816.11 $2,448.33
130 PIPE ENO SECTION.30 IN. EACH 2 $1,061.02 $2,122.04
131 OUTLET PROTECTOR.1 EACH 1 $600_00 $600.00
132 OUTLET PROTECTOR.2 EACH 6 $550.00 $4.400.00
133 VIDEO INSPECTION FOR UNDERDRAINS LET 6,000 $1.10 $6,600.00
134 AGGREGATE FOR UNDERDRAINS CYS 1,611 $35.70 $57,512.70
135 GEOTEXTILES FOR UNDERDRAIN SYS 17,760 $1.80 $31,906.00
136 A2000 6 IN.PVC,PERFORATED LFT 6,375 $5.05 538 568.75
137 MANHOLE,K15 EACH 1 $0.506.84 $6,506.84
138 INLET,HA-5 EACH 4 $5.093.90 $20,375.60
139 CASTING,ADJUST TO GRADE EACH 6 $1.057.96 $6,347.76
140 CAP INLET EACH 2 $440.00 $88000
141 CATCH BASIN.E7 EACH 4 $1,250,00 $5,000.00
142 INLET.J10 EACH 14 $1,567.04 $21,938.56
143 INLET.M10 EACH 7 $1,875.11 $13.125.77
144 INLET,R13 EACH 3 $2,317.09 $6,951.27
145 CATCH BASIN,K10 EACH 25 $1,792.75 544.818.75
146 PIPE CATCH BASIN.13 IN EACH 1 $3.734.78 $3,734.78
147 MANHOLE.C4 EACH 33 $2,508.97 $82,796.01
148 MANHOLE.07 EACH 1 $2,200.00 $2,200.00
149 MANHOLE,E4 EACH 3 $8,899.58 $20,098.74
150 MANHOLE,F4 EACH 2 $6,587.82 $13175.64
151 STRUCTURE,MANHOLE,RECONSTRUCT LET 16 $370.30 $5,924.80
152 STRUCTURE,INLET,RECONSTRUCT LH- 11 $560.13 $6,227.43
153 MANHOLE, N4 EACH 1 $7,700.00 $7,700.00
154 MANHOLE.N15 EACH 3 $7,900.00 523,700,00
155 MANHOLE.L4 EACH 6 $6,600.00 $39,600.00
156 MANHOLE,C2 EACH 1 $3,422.31 $3,422.31
157 MANHOLE,C10 EACH 6 $3,554_27 $21,325.62
158 MANHOLE,K4 EACH 5 $4,845.54 $24,227.70
159 MANHOLE,K5 EACH 1 $4,700.00 $4,700.00
160 MANHOLE,M4 EACH 2 $10,000.00 520,000.00
161 MANHOLE,.14 EACH 14 53,826.25 $53,567.50
162 MANHOLE,E15 EACH 1 89,851.03 $9,861.03
163 CATCH BASIN,C15 EACH 6 $2,85486 517,129,16
164 CATCH BASIN,R13 EACH 1 $2,632.35 $2,632.35
165 MANHOLE,M5 EACH I $10,500.00 $10,500.00
166 MANHOLE.M15 EACH 3 $7,400.00 $22,200.00
167 MANHOLE,J15 EACH 4 $4,295.31 $17,181.24
168 CATCH BASIN,HA-5 EACH 20 $2,422.67 $48,453.40
169 MASONRY COATING SET 68.573 $1.25 $85,716.25
170 CONCRETE STAINING SFF 67,483 $3.60 $242,938.80
171 FACE PANELS,CONCRETE SET 65,899 $17.50 $1,153,232.50
172 WALL ERECTION SET 65.899 $5.85 $385,509.15
173 LEVELING PAD,CONCRETE LFT 5,209 $103.50 $539,131.50
174 COARSE AGGREGATE,NO.8 TON 8.695 $22.83 5198.506.85
175 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 572 $51.25 $29,315.00
176 MODULAR BLOCK WALL ERECTION SYS 572 $238.75 $136,565.00
177 TEMPORARY PAVEMENT MESSAGE MARKING,LANE INDICATION ARROW EACH 3 $40.00 $120.00
178 TEMPORARY PAVEMENT MESSAGE MARKINGS,WORD(ONLY) EACH 2 $55.00 $110.00
179 CONSTRUCTION SIGN.C EACH 4 $565,00 $2,260.00
180 ROAD CLOSURE SIGN ASSEMBLY EACH 20 $290.00 $5,800.00
181 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LET 48,778 $0.70 $34,14480
182 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN. LFT 13,230 $1.89 $25,004.70
183 DETOUR ROUTE MARKER ASSEMBLY EACH 36 $85.00 $3,060.00
184 CONSTRUCTION SIGN,A EACH 96 $179.00 $17,184.00
185 CONSTRUCTION SIGN,B EACH 19 550.00 $950.00
186 FLASHING ARROW SIGN DAY 1,200 $9.00 $10,800.00
187 MAINTAINING TRAFFIC LS 1 $230,529.62 $230529.62
188 ENERGY ABSORBING TERMINAL,CZ,TL-3 EACH 2 $5,850.00 $11,700.00
189 BARRICADE,III-A LFT 229 $12.00 $2,736.00
190 BARRICADE,Ill-13 LET 660 $14.80 $9,768.00
191 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 7,688 $38.97 $299,601.36
192 TEMPORARY TRAFFIC BARRIER,TYPE 1,ANCHORED LET 436 $44.00 $19,18400
193 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LET 3,987 $56-93 $226,979 91
194 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 4 $7,400.00 $29609.00
195 SIGN POST,SOUARE,1,REINFORCED ANCHOR BASE LFT 1,097 $12.00 $13.164,00
196 SIGN,PANEL,WITH LEGEND SFT 342 $17.50 $5,985.00
197 SIGN,SHEET,RELOCATE EACH 9 $42.00 $378.00
198 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII I EACH 16 $420.00 $6,720.00
199 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0,080 IN. SFT 510 515.25 $7,777.50
200 SIGN.SHEET, ENCAPSULATED LENS WITH LEGEND.0,100 IN. SFr 301 516.60 54,996.60
201 STRUCTURAL STEEL,BREAKAWAY LBS 2.690 $3.60 $9,664.00
202 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 8 $1,984.00 $15,872.00
203 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 8 $2,273.00 $18,184.00
204 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS I $1,755.00 $1,755.00
205 WIRE,NO.4 COPPER,IN PLASTIC DUCT, IN PLASTIC CONDUIT,411C LFT 359 $7,80 $2,800.20
205 CONDUIT,PVC,2 IN. LET 355 $5.00 $1,79500
207 CONDUIT,STEEL,GALVANIZED,2 IN. LET 2.300 $12.75 $20,325200
208 WIRE.NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT.4 17C LFT 2.300 57.80 $17.94000
209 HANDHOLE,LIGHTING EACH 16 $610.00 59.76000
210 LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT. EACH 52 $875110 545,500.00
211 JUNCTION BOX EACH 4 $522.00 $2,088.00
212 WIRE,NO.4.COPPER,IN PLASTIC DUCT, IN TRENCH,41/C LET 11,065 $7.25 $80,221.25
213 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 4 5895.00 $3,580.00
214 SERVICE POINT,II EACH 4 53,797.60 515.168.00
215 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC EACH 6 $12.00 $72.00
216 CONNECTOR KIT.UNFUSED EACH 62 $30.00 $1.860.00
217 CONNECTOR KIT.FUSED EACH 61 $30.00 $1,830.00
218 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 138 $10.00 $1,380.00
219 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 36 $50.00 $1,000.00
220 INSULATION LINK,NONWATERPROOFED EACH 121 $10.00 $1,21000
221 INSULATION LINK.WATERPROOFED EACH 68 $50.00 $3,400.00
222 CABLE DUCT MARKER EACH 24 57000 $1,680.00
_
223 POLE CIRCUIT CABLE.1 C NO.1D STRANDED COPPER LFT 3.561 $0.55 $1.958.55
224 CABLE INTERDUCT LFT 2,785 $10.70 $29,799.50
225 HANDHOLE EACH 10 $790.00 $7,900T0
226 LUMINAIRE.ROADWAY.METAL HALIDE.250 WATT.PORT HURON EACH 40 $1,34200 $53.680.00
227 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT.MONGOOSE EACH 21 $565.00 $20265.00
228 LUMINAIRE.UNDERPASS.WALL MOUNTED,METAL HALIDE,150 WATT EACH 4 $805.00 $3,220.00
229 LIGHT FOUNDATION, BRIDGE MOUNT,WITH GROUNDING EACH 8 $168.00 51,344,00
230 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 21 $1,380.00 $28,980.00
231 LIGHT POLE,30 FL E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE. EACH 36 $6,442.00 $231,912.O0
DECORATIVE POLE,MAST ARM,AND BASE
232 LIGHT POLE, 15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 8 $5,644.09 $45,152.00
DECORATIVE POLE,MAST ARM AND BASE
233 LINE,THERMOPLASTIC,DOTTED,YELLOW.4 IN.,2 FT.LINE, LFT 52 $0.99 $51 48
234 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 39 $39.00 51.521.00
235 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24IN. LET 780 $3.79 $2,956.20
236 LINE,EPDXY.SOLID.WHITE,4 IN, LFT 4,958 $040 $1,08320
237 LINE,EPDXY,SOLID,YELLOW.4 IN. LFT 5,114 $0.40 52,04560
238 TRANSVERSE MARKING.REMOVE LFT 118 $2.01 $237.18
239 LINE,THERMOPLASTIC.BROKEN,WHITE,4 IN. LET 7276 5034 $2,473.84
240 LINE,THERMOPLASTIC,SOLID,WHITE.4 IN. LFT 23.652 $0.34 $8,041.68
241 LINE,THERMOPLASTIC.SOLID,WHITE,8 IN_ LET 5.675 $0.99 $5,618.25
242 LINE,THERMOPLASTIC,SOLID.WHITE,24 IN. LET 511 $3.79 $1,93669
243 LINE,PAINT,BROKEN,WHITE,4 IN. LFT 3,521 $0.26 $941.46
244 LINE,PAINT,SOLID,WHITE,4 IN. LFT 15,854 $0.26 $4,122.04
245 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 15,662 50.26 $4,072.12
246 LINE,REMOVE LET 19,967 $0.20 $5,790.43
247 TRANSVERSE MARKINGS,EPDXY.SOLID,YELLOW.CROSSHATCH LFT 60 $15.80 $948.00
248 LINE,EPDXY,SOLID,WHITE,6IN. LFT 631 $4.59 $2,89629
249 PAVEMENT MESSAGE MARKINGS,EPDXY,LANE INDICATIONS ARROWS EACH 4 $216.00 $86400
250 PAVEMENT MESSAGE MARKINGS.EPDXY,FISHHOOK LANE INDICATION EACH 12 5425.00 $5,100.00
ARROWS
251 LINE,THERMOPLASTIC,SOLID,WHITE,6IN. LFT 1,117 $0.79 $882,43
252 LINE,THERMOPLASTIC,SOLID,YELLOW.4 IN. LFT 22,924 $0.34 $7,79416
253 TRANSVERSE MARKINGS.THERMOPLASTIC,SOLID YELLOW, LFT 435 $1 89 $822.15
CROSSHATCH
254 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE,24 IN. LET 120 $3.79 $454.80
255 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH' LFT 198 $2.00 $396.00
256 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 17 $88.00 $1,496.00
ARROW
257 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.WORD(ONLY) EACH 19 $99.00 $1,88100
258 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 8 $225.00 $1,800.00
INDICATION ARROWS
259 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 525 $16.70 $8,767.50
260 LINE.THERMOPLASTIC.SOLID,YELLOW,8 IN. LFT 1.720 $0.99 $1,702.80
261 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN..3 FT.STRIPE-3 FT.GAP LFT 250 $1.89 $491,40
262 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN.,3 FT.STRIPE-3 FT.GAP LIT 123 $0.79 597.17
263 LINE,EPDXY.SOLID.YELLOW,8 I. LIT 638 $0.60 $382.80
264 LINE.,THERMOPLASTIC,DOTTED,WHITE,4 IN..2 FT.LINE,4 FT. LFT 58 $0.99 $57.42
265 RETAINING WALL MOCK UP LS 1 $47,000-00 $47,000.00
266 BRIDGE RAIL MOCK UP LS 1 $29,100.00 $29,10000
267 FLAT-WORK MOCK UP LS 1 $4,671.66 $4,871.66
268 FORMLINER,WALL PANELS SF- 87,574 $3.00 $262,722.00
269 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS, FRONT FACE LFT 3,671 516.75 561,489.25
270 FORMLINER,33 IN_BRIDGE RAIL FOR RAMPS,REAR FACE LFT 3,270 $29-95 $97,936.50
271 CONTROLLER,RESET TIMING EACH 4 $295,00 $1,180.00
272 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 IN, SIT 95 $17.00 $1,615.00
273 CONDUIT,STEEL.GALVANIZED,2 IN. LFT 54 $23.00 $1,242.00
274 CONTROLLER,REWIRE EACH 4 $357.00 $1,428.00
275 TRAFFIC SIGNAL HEAD,3-SECTION,LED(G,Y,R,) EACH 2 $560.00 $1,120.00
276 TRAFFIC SIGNAL HEAD,3 FACE,12 IN.RED,AMBER ARROW,GREEN EACH 7 $560,00 $3,929.00
ARROW
277 TRAFFIC SIGNAL HEAD,5-SECTION,LED(G,Y,R,GA,YA) EACH 4 $1,057.00 $4,228.00
278 1414 ROADWAY LOOP WIRE LET 1.452 $0.45 $653.40
279 SIGNAL CABLE 55/14 GA LFT 413 $1 50 $619.50
280 SIGNAL CABLE 7514 GA LFT 142 $1.75 $248.50
281 SIGNAL CABLE 26116 GA.SHIELDED LFT 956 $0.80 $754.80
282 DETECTOR HOUSING EACH 3 5644.00 $1,932.00
283 SAWCUT FOR ROADWAY LOOP&SEALANT LET 474 $7.00 $3,31800
284 LOOP DETECTOR DELAY AMPLIFIER,2-CHANNEL EACH 1 $410.00 $410.00
285 LOAD SWITCH EACH 2 $70.00 $140.00
BRIDGE ITEMS
286 CONSTRUCTION ENGINEERING LS 1 $35,400.00 $35,4000D
287 MOBILIZATION AND DEMOBILIZATION LS 1 5569,651.67 $559,651.67
288 EXCAVATION,DRY CYS 170 $46.00 $7,820.00
289 B BORROW CYS 57 550.00 52.850.00
290 AGGREGATE FOR END BENT SACKFILL CYS 230 $120.00 $27,600.00
291 DENSE GRADED SUBBASE CYS 97 $12000 $11,04000
292 CONCRETE IMPRINTING Sr 14,229 $10.00 $142,290.00
293 ORNAMENTAL RAILING LFT 407 $346.00 $140,822.00
294 CURB.INTEGRAL,CONCRETE LFT 352 $44.75 $1575200
295 REINFORCED CONCRETE BRIDGE APPROACH SYS 584 $112.00 $65,40800
295 GEOTEXTILES 53'5 630 $6.50 $4,095.00
297 PILE TIP,STEEL H,HP 12 X 53 LFT 5,090 $5390 $260,770.00
298 DYNAMIC PILE LOAD TEST EACH 4 $7,000.00 $28,000 D0
299 TEST PILE EACH 4 51,25000 $5,000 00
300 TEST PILE.RESTRIKE EACH 4 $4,45000 $17,800.00
301 PILE TIP,STEEL H EACH 118 $110.00 $12,980.00
302 PILE TIP,STEEL H,HP 12 X 74 LET 4,660 $69.00 $322,920.00
303 CONCRETE,A.SUBSTRUCTURE CYS 378 $840.00 5317,520.00
304 CONCRETE.B.FOOTINGS CYS 180 $300.00 $54,000.00
305 REINFORCING BARS LBS 109.233 $1.00 5109,233.00
306 REINFORCING BARS.EPDXY COATED LBS 365,504 $1.05 $383.779.20
307 CONCRETE,C.SUPERSTRUCTURE CYS 1.661 $455.00 5755.755.00
308 CONCRETE.C,RAILING CYS 77 51,075.00 $82,775.00
309 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II.36 IN.X 12 IN. LFT 3,169 5135.00 $427,815.00
310 SURFACE SEAL SET 31.140 $0.43 $13,390.20
311 ANCHOR PLATE,AP 1 ' EACH 124 $56.00 $8,944.00
312 MASONRY COATING Sr 10,760 $1.22 $13,127.20
313 PIPE,END BENT DRAIN.6 IN. LFT 424 53.75 $1,590.00
314 CONDUIT,PVC,2 IN. LET 425 $5.00 $2125.00
315 CONCRETE STAINING Sr 546 $2.38 $1,288.56
316 STREET NAME SIGN.BRIDGE MOUNTED,DECORATIVE EACH 4 $2,375.00 $9.500.00
317 FORMLINE,SPECIALTY,CITY SEAL EACH 4 $1,115.50 $4,452.00
318 FORMILINER,BRIDGE RAIL,REAR FACE LFT 409 $89.00 $36,401.00
319 FORMILINER,BRIDGE RAIL,FRONT FACE LET 409 $40S0 $16,482.70
321 PIPE,PVC,6IN. LET 41 $10.00 $410.00
•
322 INLET,B15 EACH 1 $2.767.28 $2767.28
323 SEED MIXTURE,TYPE U LBS 849 $2.25 $1,908.00
324 MULCHING MATERIAL TON 12 $350.00 $4,200.00
325 FERTILIZER TON 3 5550.00 $1,650.00
326 WATER LINE,STEEL CASING,48 IN LFT 197 $331.72 $65,348.84
327 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1 525,331.74 825.33134
328 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $28.782.81 $28,782.81
329 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1 $50,301.69 $50,301.69
330 MANHOLE,L4,BYPASS EACH 1 $7,945.51 $7,845.51
TOTAL: $30,171.305.15
320 (PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS SF- I 67,483 I $11_50 I 8776.054.50
SUBMITTED BY: Rieth - Rifey Construction Co., Inc.
SIGNATUR
TITLE: Paul .1. Tate, VP Central Indiana
ADDRESS: 1751 W. Minnesota St. Indianapolis. IN 46221
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
1 4/1/08
2 4/4/08
•
3 4/4/08
4 4/7/08
1310-6 IN29030661 cI FE IOC
•
PART 5
EXCEPTIONS
Instructions To Bidders.
5.1 The Bidder shall filly 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 he a
material qualification (Jr variance from the terms of the Contract Documents may result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
None.
BID-7 1N2ocuon6I.CLFE DC)C
b
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions To Bidders:
This Arm shall he utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fully and accurately filled in and completed and notarized.
Project: Keystone Parkway and I06`t'Street Interchange with
Optional 126"' Street Interchange Alternative, City of
Carmel Project#07-08B
Proposal For Construction of
Construction ofa teardrop-shaped roundabout interchange at
the intersection of Keystone Parkway and 106t Street,
reconstruction of Keystone Parkway segments running north
and south of the interchange, and reconstruction of portions of
106"'Street directly east and west of the interchange.
The Optional Alternative hid includes the construction of the
1060?Street interchange(Project#07-0813) as well as a second
teardrop-shaped roundabout interchange at the intersection of
Keystone Parkway and 126"'Street(Project#07-08D), involving
the reconstruction of Keystone Parkway segments ru ntinq north
and south of the 126"'Street interchange and reconstruction of
portions of l26"'Street directly east and west of the interchange.
Date: April. 9, 2008
To: City of Carmel, Indiana, Board of Public Works and Safety
fps
B1D-1 1N20030o61 CLFE DOC
PART 1
KIDDER INFORMATION
(Print)
1.1 Bidder Name: Berns Construction Company, inc.
1.2 Bidder Address: Street Address: 2801 North Catherwood Avenue
City: Indianapolis State: Indiana Zip: 4621.9
Phone: (317) 545-8714 Fax: (317) 547-3845
1.3 Bidder is alan(mark one]
Individual Partnership X Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [The following must he answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Afore: To do business in or with the City of Carniel,
Indiana.foreign corporations must register with the Secretary of the Stale of Indiana as
required by the Indiana General Corporation Act as slated therein and expressed in the
Attorney General's Opinion #2, dated Januan'23, 1958.1
.1 Corporation Name:
2 Address:
3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
BID-2 fN2003orei_CFE.DOc
PART 2
BID PROPOSAL
2.1 Base Bid (Required)
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 Fourteen Million Three Hundred and
Eleven Thousand Five Hundred & Eighteen and 87/100 Dollars (S 14,311,518.87 ). 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 he 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
he performed or furnished under the Contract.
Alternate Bid (Optional)
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 ** NO MD **
Dollars (S ). 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 m"?oo3obel.cl Fit Doc
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08B Base Bid
Keys lone Parkway and 106Th Street Interchange
100 DESCRIPTION UNIT QUANTITY pR CE TOTAL UNIT
1 CONSTRUCTION ENGINEERING LS 1 $ 180,000.00 $ 180.000.00
2 FIELD OFFICE,C MOS 15 S 3,000.00 $ 45,000.00
3 FIELD OFFICE INTERNET SERVICE MOS IS $ 200.00 $ 3,000.00
4 MOBILIZATION AND DEMOBILIZATION LS 1 $ 716,000.00 $ 716,000.00
5 CLEARING RIGHT OF WAY 1,5 1 $ 253,000.00 $ 253,000 00
6 TESTING FOR ASBESTOS MATERIAL EACH 1 $ 1,000.00 $ 1,000.00
7 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 $ 3,800.00 $ 3.80000
S PAVEMENT REMOVAL SYS 13,133 $ 13.00 $ 17072900
9 GUARDRAIL,REMOVE LET 512 $ 3,75 $ 1,920.00
16 HOUSES AND BUILDINGS,PARCEL NO,24,REMOVE L5 1 $ 44,000.00 5 44.000.00
11 EXCAVATION,COMMON CYS 53,086 $ 16.75 $ 889,190.50
12 EXCAVATION,UNCLASSIFIED CYS 4000 $ 7,65 $ 30,600.00
13 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 54 5 125.00 $ 6.750.00
PROTECTION .
14 TEMPORARY CHECK DAM, REVETMENTRIPRAP TON 42 $ 38.50 $ 1,617.00
15 TEMPORARY DITCH INLET PROTECTION EACH 10 $ 125.00 $ 1,250.00
16 TEMPORARY SEDIMENT TRAP TON 296 $ 38.50 5 7931.00
77 TEMPORARY SILT FENCE LFT 2,272 $ 1.32 $ 2,999.04
18 TEMPORARY,FILTER TUBE,13 IN. LFT 231 5 10,00 $ 2,310.00
19 SUBGRADE TREATMENT,TYPE! SYS 52,649 $ 3.41 $ 179,533.09
20 B SORROW CYS 11.230 $ 26.40 $ 296,472.00
21 STRUCTURE BACKFILL,TYPE 1 CYS 11,956 $ 16.09 $ 191,296.00
22 STRUCTURE BACKFILL,TYPE 2 CYS 945 $ 46.80 $ 44.22600
23 STRUCTURE BACKFILL.TYPE 3 CYS 19,446 $ 26.40 $ 513,37440
24 STRUCTURE BACKFILL,TYPE 5 CYS 33 $ 100,00 5 3,300.00
25 COMPACTED AGGREGATE,NO.53,BASE TON 8,362 $ 18.65 5 155,951.30
26 SUBBASE FOR PCCP CYS 1,323 $ 50.50 $ 66,811.50
27 DENSE GRADED SUBBASE CYS 100 5 55,00 $ 5,500.00
28 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 226 $ 25.00 $ 5.65000
29 MILLING,ASPHALT,1 1/2 IN. SYS 28.429 $ 0.65 $ 18,473 85
30 PROFILOGRAPH,HMA LS 1 $ 3,500.00 5 3,500.00
31 HMA SURFACE.TYPE A TON 97 $ 113.00 $ 10,961.00
32 HMA SURFACE,TYPE C TON 803 5 73.00 $ 58,619.00
33 HMA INTERMEDIATE.TYPE A TON 299 $ 62.00 $ 18,538.00
34 HMA INTERMEDIATE,TYPE C TON 1,259 $ 50.00 $ 62,950.00
35 HMA INTERMEDIATE.OG,TYPE C TON 1,507 $ 6600 $ 99,462.00
36 HMA BASE,TYPE C TON 3,377 $ 51.00 $ 172,227 00
37 HMA INIERMEDIATE,00,TYPE D TON 4,288 $ 52.00 S 222,97840
38 HMA FOR TEMPORARY PAVEMENT TON 3.973 $ 46.30 S 190,704.00
39 HMA SURFACE,TYPED TON 4.931 $ 67.00 $ 330.377.00
40 HMA INTERMEDIATE,TYPED TON 3.901 $ 52.00 $ 202,852.00
41 HMA BASE,TYPED TON 16,593 $ 46.00 $ 763.27800
42 ASPHALT FOR TACK COAT TON 43 $ 288.00 $ 12,38400
43 CORING,PCCP LS 1 5 1,500.00 S 1,600 00
44 PCCP,12 IN. SYS 5.200 $ 71.50 $ 371,800.00
45 PCCP TRUCK APRON,7 IN. SYS 420 5 52.75 $ 22,155.00
46 POOP,4 IN. SYS 205 5 44.00 $ 9,020.00
47 0-1 CONTRACTION JOINT LFT 4,527 $ 12.40 $ 56,134.80
48 CONCRETE IMPRINTING SET 7,273 $ 7.57 $ 55,056.61
49 GUARDRAIL TRANSITION TYPE TGB EACH 2 $ 1,750.00 S. 3,500.00
50 IMPACT ATTENUATOR,R2.WI.TL-3 EACH 2 $ 14,450_00 $ 28,900-00
51 IMPACT ATTENUATOR,R2,W2.TL-3 EACH 2 $ 15,850.00 $ 31,700.00
52 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,WI.TL-3,STAGE 1 EACH 2 $ 1,400.00 $ 2,80400
53 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2.WI,TL-3,STAGE 2 EACH 2 $ 2,200.00 $ 4,40000
54 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2.W2,TL-3,STAGE 1 EACH 2 $ 1,400.00 5 2,800.00
55 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL-3,STAGE 2 EACH 2 $ 2200.00 5 4,400.00
56 GUARDRAIL END TREATMENT,OS EACH 2 $ 2,300.00 $ 4,600.00
57 HANDRAIL.PEDESTRIAN LET 366 $ 120.00 $ 43,920.00
58 GUARDRAIL END TREATMENT.OS,SPARE PARTS PACKAGE,STAGE 1 EACH 2 5 475.00 $ 950.00
59 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STAGE 2 EACH 2 $ 800.00 $ 1,600.00
60 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LET 1.630 $ 15.15 $ 24,694.50
61 GUARDRAIL TRANSITION,VH,6 FT.3 IN.SPACING EACH 2 $ 50.00 $ 100.00
62 ORNAMENTAL RAILING LFT 3,524 $ 115.50 $ 407,022.00
63 BARRIER DELINEATOR EACH 51 $ 13.00 $ 663.00
64 FENCE,FARM FIELD,47 IN. LFT 715 $ 800 $ 5,720.00
65 CURB RAMP,CONCRETE,C 5Y5 94 $ 225.00 S 21,150.00
66 CURB RAMP.CONCRETE.G SYS 64 $ 225.06 $ 14,400.00
67 CURB RAMP,CONCRETE,K SYS 20 5 225.00 $ 4,500.00
68 CURB RAMP,CONCRETE,L SYS 36 $ 225.00 $ 8,100.00
69 CONCRETE SIDEWALK,4 IN. SYS 446 $ 29.85 $ 13,313.10
70 INTEGRAL CONCRETE CURB LET 303 $ 16.15 $ 6,346.95
_
71 CONCRETE CURB,MODIFIED LFT 716 $ 23.30 $ 16,682.80
72 CURB AND GUTTER,B LET 1,010 $ 17.60 $ 17.776.00
73 CURB AND GUTTER TYPE II LET 3,358 $ 11.40 $ 38,281.20
74 CURB AND GUTTER,B,MODIFIED LFT 5,100 $ 10.65 5 54.315,00
75 CURB AND GUTTER TYPE III LET E08 $ 30.50 $ 18,544.00
76 CURB TURNOUT EACH 2 $ 1.400.00 $ 2,800.00
77 CONCRETE ROLL CURB LFT 545 $ 17.20 $ 9,374.00
78 INTEGRAL CONCRETE CURB,TYPE B LFT 1.047 $ 13.10 $ 13.715.70
79 PAVED SIDE DITCH,A LFT 420 $ 92.40 $ 38.808,00
60 HMA FOR APPROACHES,TYPE A TON 290 $ 86.09 5 24,940.00
81 PCCP FORAPPROACHES.BIN. SYS 676 $ 43.40 5 29.336.40
82 MAILBOX ASSEMBLY.SINGLE EACH 3 $ 200.00 $ 600.00
83 GEOTEXTILES SYS 185 $ 2.00 $ 37000
84 RIPRAP,REVETMENT TON 81 $ 6000 $ 4,860.00
85 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 425.00 5 850.00
86 MULCHED SEEDING,T.CONVENTIONAL MIX SYS 6,863 $ 0.42 $ 2,862 46
87 EROSION CONTROL BLANKET SYS 6.359 $ 1.04 S 6,604.00
as $ - $ -
89 WATER kGAL 28 $ 2.00 $ 5600
90 TOPSOIL CYS 7.127 $ 18.00 $ 128,286.00
91 SODDING.NURSERY SYS 7,577 5 2.75 $ 20,836.75
92 WET-TO-MESIC PLANTING MIX LBS 11 $ 315.00 $ 3,465.00
93 WETLAND PLANTING MIX LBS 2 $ 250.00 $ 500.00
94 IRRIGATION CONDUIT LFT 500 $ 15.00 $ 7,500.00
95 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 2 $ 3,950,00 $ 7900.00
95 FIELD DRILLED HOLE EACH 2 $ 100.00 $ 200.00
97 REINFORCED CONCRETE MOMENT SLAB. 12 IN. SYS 3,087 $ 144.50 $ 446,071.50
98 MODIFIED PS-2 BRIDGE RAIL.TYPE I LET 1,104 $ 106.00 5 117,024.00
99 MODIFIED PS-2 BRIDGE RAIL,TYPE II LET 406 $ 64.00 $ 34,272.00
100 MODIFIED 33 IN. BRIDGE RAIL LFT 2,043 $ 93.45 S 190,918,35
101 ANTI-GRAFFITI PROTECTIVE COATING SFT 77,116 $ 0.58 $ 44,727.28
102 SURFACE SEAL SRI- 33,518 $ 0.43 $ 14,412.74
103 REINFORCED CONCRETE BARRIER WALL.331N. LFT 420 $ 151.00 $ 63,420.00
104 CULVERT.PRECAST BOX,REINFORCED CONCRETE,8 FT.X 3 FT. LET 136 $ 470,00 $ 63,920.30
105 WINGWALL SYS 99 $ 621.17 $ 61,495.83
106 TEMPORARY RETAINING WALL LS 1 $ 147,900.00 $ 147,900.00
107 PIPE.TYPE 4,CIRCULAR,S IN, LET 7,662 $ 3.90 $ 29,881.80
108 PIPE,UNDERDRAIN OUTLET,6 IN. LFT 335 $ 11.75 $ 3,936.25
109 PIPE,CIRCULAR,12 IN. LFT 1,769 5 26.75 $ 47,320.75
110 PIPE.CIRCULAR, 15 IN, LET 1,369 $ 29,80 5 40,796.26
111 PIPE.CIRCULAR. 18 IN. LET 1,794 $ 31.65 $ 56,780.10
112 PIPE,CIRCULAR,24 IN. LFT 1,522 $ 41.65 $ 63,391.30
113 Pi PE.CIRCULAR 30 IN. LFT 923 $ 5395 $ 49,795.85
114 PIPE.CIRCULAR,60 IN. I.FT 725 $ 120.00 $ 87,000.00
115 PIPE,SLOTTED DRAIN.12 IN. LET 159 $ 70.00 $ 11,130.00
116 VIDEO INSPECTION FOR PIPE LFT 8,112 $ 1.50 $ 12,168.00
117 PIPE END SECTION, 12 IN. EACH 1 $ 54500 $ 545 A0
118 PIPE END SECTION, 15 IN. EACH 3 S 570.00 $ 1,710.00
119 PIPE END SECTION,30 IN_ EACH 2 $ 925.00 $ 185000
120 OUTLET PROTECTOR.1 EACH 1 $ 90000 $ 900.00
121 OUTLET PROTECTOR,2 EACH 2 $ 1000.00 $ 2,00000
122 VIDEO INSPECTION FOR UNDERDRAINS LET 3,000 $ 0.75 $ 2.250.00
123 AGGREGATE FOR UNDERDRAINS CYS 620 $ 32.35 $ 26.527,00
124 GEOTE%TILES FOR UNDERORAIN SYS 9.072 $ 0.60 $ 5.443.20
125 A2000,6IN..PVC, PERFORATED LFI 3,075 $ 10.40 $ 31,980.00
126 MANHOLE,K15 EACH 1 $ 7,800.00 $ 7,800.00
127 INLET.HA-5 EACH 4 $ 2.120,00 $ 8,480.00
129 CASTING.ADJUST TO GRADE EACH 4 $ 600.00 $ 2,400.00
129 INLET..110 EACH 6 S 2,035.00 $ 12,210.00
130 INLET,M10 EACH 4 $ 2,050.00 $ 8,200.00
131 INLET.R13 EACH 2 $ 2,30000 $ 4,600.00
132 CATCH BASIN.K10 EACH 12 $ 2,740.00 5 32,880.00
133 PIPE CATCH BASIN, 18 IN. EACH 1 $ 1,600.00 $ 1,60010
134 MANHOLE,C4 EACH 18 $ 2,365.00 $ 4257000
135 MANHOLE,E4 EACH 3 $ 9,900.00 $ 29,700.00
136 MANHOLE,F4 EACH 1 5 10,100.00 $ 10,100.00
137 STRUCTURE,MANHOLE, RECONSTRUCT LFT 5 $ 500.00 $ 2,500.00
138 STRUCTURE.INLET,RECONSTRUCT LET 11 $ 400.00 5 4.400,00
139 MANHOLE,C2 EACH 1 $ 2,500.00 S 2,500.100
140 MANHOLE,C10 EACH 4 $ 2.965.00 $ 11,86000
141 MANHOLE.Kd EACH 2 $ 4.500.00 $ 9,000.00
142 MANHOLE,J4 EACH 11 5 3,960.00 $ 43,560.00
143 MANHOLE,815 EACH 1 $ 10,230.00 $ 10,230 00
144 CATCH BASIN,015 EACH 5 $ 3235.00 5 16,175.00
145 CATCH BASIN.R13 EACH 1 $ 3,500.00 S 3,500.00
146 MANHOLE.J15 EACH 2 $ 4,715.00 $ 9,430.00
147 CATCH BASIN,HA-5 EACH IG $ 2,735.00 $ 27.350.00
148 MASONRY COATING SFT 33,518 5 1.85 $ 62,008.30
149 CONCRETE STAINING SET 43,598 $ 4.76 $ 207,526.46
150 FACE PANELS,CONCRETE SFT 49,908 $ 20.60 $ 1,028,104.83
151 WALL ERECTION SFT 49,908 $ 5.00 $ 249,540.00
152 LEVELING PAD,CONCRETE LFT 3.987 $ 19.04 $ 75,912.48
153 COARSE AGGREGATE,NO.8 TON 3,739 $ 1880 $ 70,293.20
154 TEMPORARY PAVEMENT MESSAGE MARKING,LANE INDICATION ARROW EACH 2 $ 40.00 $ 00.00
155 TEMPORARY PAVEMENT MESSAGE MARKINGS,WORD(ONLY) EACH 2 5 55.00 $ 110.00
156 CONSTRUCTION SIGN.C EACH 2 $ 565.00 $ 1,130.00
157 ROAD CLOSURE SIGN ASSEMBLY EACH 14 $ 290.00 $ 4,060.00
158 TEMPORARY PAVEMENT MARKING.REMOVABLE,4 IN. LIT 30,796 $ 0.70 S 21,557.20
159 TEMPORARY PAVEMENT MARKING,REMOVABLE,B IN LFT 6,671 $ 1.99 $ 12.608.19
130 DETOUR ROUTE MARKER ASSEMBLY EACH 18 $ 8510 $ 1,530.00
161 CONSTRUCTION SIGN.A EACH 52 $ 179.00 $ 9.308.00
162 CONSTRUCTION SIGN.B EACH 14 $ 50.00 $ 700.00
163 FLASHING ARROW SIGN DAY 690 $ 9.00 $ 6,210.00
164 MAINTAINING TRAFFIC LS 1 $ 158,000.00 5 158,000.00
165 ENERGY ABSORBING TERMINAL,CZ,TL-3 EACH 2 $ 5,850.00 5 11,700.00
166 BARRICADE, Ill-B LFT 564 5 14,80 $ 8,347.20
167 TEMPORARY TRAFFIC BARRIER.TYPE 1 LET 4.595 $ 3000 $ 137,940.00
16B TEMPORARY TRAFFIC BARRIER,TYPE 1,ANCHORED LET' 140 $ 40.00 $ 5,600.00
169 TEMPORARY TRAFFIC BARRIER.TYPE 2,ANCHORED LFT 1,262 $ 40.00 $ 50480.00
170 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $ 7,400.00 5 14,800.00
171 SIGN POST.SQUARE,1,REINFORCED ANCHOR BASE LFT 597 $ 13.00 5 7,761.00
172 SIGN,PANEL,WITH LEGEND SET 182 $ 22.00 $ 4,00400
173 SIGN,SHEET,RELOCATE EACH 6 $ 2500 $ 150.00
174 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 8 5 550.00 $ 4,400.00
175 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SET 273 S 17.00 $ 4,641 00
176 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SEE 165 $ 20.00 $ 3300.00
177 STRUCTURAL STEEL,BREAKAWAY LBS 1,338 $ 4.00 $ 5,352.00
178 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $ 1,700.00 $ 6.800.00
179 DECORATIVE STREET SIGN ASSEMBLY.INSTALLED EACH 4 4$ 2,000.00 $ 8,00000
190 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 $ 1,25000 $ 1,250.00
181 WIRE.NO.4 COPPER.IN PLASTIC DUCT,IN PLASTIC CONDUIT.41/C LFT 192 $ 11.50 $ 2,206.00
182 CONDUIT,PVC,2 I. LFT 192 $ 6.50 $ 1,248.00
183 CONDUIT,STEEL,GALVANIZED.2 IN_ LFT 1.335 $ 13.00 $ 17,355.00
184 WIRE.NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT,411C LET 1,335 $ 11.50 5 15,352.50
185 HANDHOLE,LIGHTING EACH 7 $ 900.00 $ 6.30000
186 LIGHT STANDARD FOUNDATION,3 IT.DIA.X 9 FT. EACH 22 $ 1,275 00 $ 28,050.00
187 JUNCTION BOX EACH 2 $ 500.00 $ 1,000.00
188 WIRE,NO.4,COPPER,IN PLASTIC DUCT.IN TRENCH.4 1/C LFT 4,530 $ 1150 $ 52.095,00
189 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $ 1,600.00 $ 3,200.00
190 SERVICE POINT, II EACH 2 $ 6300.00 S. 11,500.00
191 TRANSITION FITTINGS.GALVANIZED STEEL CONDUIT TO PLASTIC EACH 2 $ 5.00 $ 1000
192 CONNECTOR KIT,UNFUSED EACH 28 $ 32.00 $ 896.00
193 CONNECTOR KIT,FUSED EACH 27 $ 32.00 $ 864.00
194 MULTIPLE COMPRESSION FITTING,NON.WATERPROOFED EACH 60 $ 13.00 $ 780.00
195 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 20 $ 16.00 $ 320.00
196 INSULATION LINK,NONWAI'ERPROOFED EACH 53 $ 12.50 $ 662.50
197 INSULATION LINK,WATERPROOFED EACH 32 $ 16.00 $ 512.00
198 CABLE DUCT MARKER EACH 10 S 130.00 $ 1.300.00
199 POLE CIRCUIT CABLE.1 C NO.10 STRANDED COPPER LFT 1,401 5 0.75 $ 1.050 75
200 CABLE INTERDUCT LFT 1,430 $ 15-50 $ 22.165.00
201 HANDHOLE EACH 5 $ 950.00 $ 4,75000
202 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT.PORT HURON EACH 19 $ 1,300.00 $ 24,700.00
203 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 8 $ 1,100,00 $ 8 800.00
204 LUMINAIRE, UNDERPASS,WALL MOUNTED,METAL HALIDE, 150 WATT EACH 2 S 750,00 $ 1,500 00
205 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $ 95.00 $ 380.00
206 LIGHT POLE.30 FT.E.M.H.DUAL 1.5 FT.MAST ARM.BREAKAWY BASE EACH 8 $ 1,500.00 $ 12,000.00
207 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,'TRANSFORMER BASE. EACH 19 $ 6,400.00 $ 121,600.60
DECORATIVE POLE MAST ARM AND BASE
208 LIGHT POLE..15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE EACH 4 $ r 000 00 $ 20000.00
DECORATIVE POLE MAST ARM.AND BASE
209 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 28 $ 3900 $ 1.092.00
210 TRANSVERSE MARKINGS.THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 400 S 3.79 $ 1 516.00
211 LINE,EPDXY,SOLID,WHITE.4 IN. LFT 2,442 $ 0.37 $ 903.54
212 LINE.EPDXY.SOLID,YELLOW.4 IN. LFT 2,464 $ 0.37 5 911.68
213 TRANSVERSE MARKING.REMOVE LET 65 $ 2,01 $ 130.65
214 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 4.690 $ 0.34 $ 1,594.60
215 LINE,THERMOPLASTIC.SOLID.WHITE,4 IN. LET 15.106 $ 0.34 5 5,136.04
216 LINE,THERMOPLASTIC,SOLID,WHITE,8IN_ LET 3,089 $ 0.99 $ 3.058.11
217 LINE.THERMOPLASTIC.SOLID,WHITE.24 IN. LEE 272 5 3.79 $ 1,030_86
210 LINE.PAINT.BROKEN,WHITE,4 IN. LFT 2,035 $ 0.26 $ 529.10
219 LINE.PAINT.SOLID,WHITE.4 IN. LET 9,090 S. 0.26 $ 2,103.40
220 LINE,PAINT.SOLID,YELLOW,4 IN. LFT 8,544 $ 0.26 $ 2,221.44
221 LINE,REMOVE LFT 19,092 $ 0.29 S 5,246.68
222 LINE,EPDXY.SOLID.WHITE,6IN. LFT 322 $ 5.25 $ 1,690_50
223 PAVEMENT MESSAGE MARKINGS,EPDXY,LANE INDICATIONS ARROWS EACH 2 $ 240.00 $ 48000
224 PAVEMENT MESSAGE MARKINGS.EPDXY,FISHHOOK LANE INDICATION EACH 6 $ 487.00 $ 2,922.00
ARROWS
225 LINE,THERMOPLASTIC,SOLID,WHITE,6IN. LET 319 $ 0.79 $ 252.01
226 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LET 13,133 $ 0.34 $ 4,465.22
227 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID YELLOW, LET 338 $ 1.89 $ 638.02
CROSSHATCH
228 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 92 $ 3.79 $ 348.68
229 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH" LET 98 $ 2.00 $ 196.00
230 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.LANE INDICATION EACH 13 $ 88D0 $ 1,144,00
ARROW
231 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.WORD(ONLY) EACH 15 $ 9900 $ 1,485.00
232 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC, FISHHOOK LANE EACH 4 $ 225.00 $ 900.00
INDICATION ARROW
233 SNCWPLOWABI.E RAISED PAVEMENT MARKER EACH 285 $ 16.70 5 4,759.50
234 LINE,THERMOPLASTIC,SOLID,YELLOW.8IN. LFT 1.145 $ 0.99 $ 1,133.1,5
235 LINE,THERMOPLAS TIC,BROKEN,WHITE.12 IN.,3 FT STRIPE-3FT GAP LFT 134 $ 1.89 $ 253.26
236 LINE,THERMOPLASTIC.BROKEN,WHITE,6 IN.,SET STRIPE-OFT GAP LFT 60 $ 0.95 $ 57.00
237 RETAINING WALL MOCK UP LS 1 $ 58,83400 $ 58,634.00
238 BRIDGE RAIL MOCK UP LS 1 $ 9,907.00 $ 9,90700
239 FLAT-WORK MOCK UP LS 1 $ 5.977.00 $ 5,977.00
240 FORMLINER,WALL PANELS SFr 49,908 5 3.04 $ 151,720_32
241 FORMLINER,MODIFIED P5-2 RAILING FOR ROADWAYS,FRONT FACE LFT 1,512 $ 16.30 $ 24.645.60
242 FORMLINER,33 IN BRIDGE RAIL FOR RAMPS.REAR FACE LFT 2.043 $ 18.11 $ 36,998.73
243 CONTROLLER,RESET TIMING EACH 2 $ 608.00 $ 1'216'00
244 $ - $ -
245 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 54 $ 13.00 $ 702,00
246 CONTROLLER,REWIRE EACH 2 $ 608.00 $ 1.210.00
247 TRAFFIC SIGNAL HEAD,3 FACE,12 IN.RED,AMBER ARROW,GREEN EACH 2 $ 700.00 $ 1.400,00
ARROW
248 TRAFFIC SIGNAL HEAD,5-SECTION.LED(G.Y.R,GA,YA). EACH 3 $ 1,200.00 5 3.600.00
249 1c114 ROADWAY LOOP WIRE LFT 968 $ 0.60 $ 580.00
250 SIGNAL CABLE 5c114 GA LET 110 $ 160 $ 176.00
251 SIGNAL CABLE 7c114 GA LET 102 $ 1 85 $ 188.70
252 SIGNAL CABLE 26116 GA.SHIELDED LFT 478 $ 0.85 $ 406.30
253 DETECTOR HOUSING EACH 2 $ 9130.00 $ 1,800.00
254 SAWCUT FOR ROADWAY LOOP&SEALANT LFT 316 $ 10.00 $ 3.16000
255 LOOP DETECTOR DELAY AMPLIFIER,2-CHANNEL EACH 1 $ 275.00 $ 275.00
' 256 LOAD SWITCH EACH 1 $ 30000 $ 300.00
BRIDGE ITEMS
257 CONSTRUCTION ENGINEERING LS 1 $ 12.37000 $ 12,37000
258 MOBILIZATION AND DEMOBILIZATION LS 1 $200,00000 $ 200.000.00
259 EXCAVATION.DRY CYS 85 5 40.00 $ 3,400.00
260 B BORROW CYS 28 $ 6000 $ 1.660.00
261 AGGREGATE FOR END BENT BACKFILL CYS 114 5 59.00 $ 6,726 A0
262 DENSE GRADED SUBBASE 075 52 $ 55.00 $ 2860 00.
263 CONCRETE IMPRINTING SIT 6,777 $ 7.57 5 51,301.89
264 ORNAMENTAL RAILING LET 200 $ 17300 $ 34,600.00
265 CURB,INTEGRAL,CONCRETE LFT 181 $ 15.00 $ 2,71500
266 REINFORCED CONCRETE BRIDGE APPROACH' SYS 314 $ 67.54 $ 27,487 55
267 GEOTEXTILES 5Y5 312 $ 2.00 $ 624.00
268 PILE TIP.STEEL H.HP 12 X 53 LFT 5,090 $ 53.70 $ 273.33300
269 DYNAMIC PILE LOAD TEST EACH 2 $ 6,250.00 5 12,50060
270 TEST PILE EACH 2 $ 2,300.00 $ 4,600.00
271 TEST PILE.RESTRIKE EACH 2 $ 3,000.00 $ 600000
272 PILE TIP.STEEL H EACH 58 $ 110.00 $ 13.30.00
273 CONCRETE,A.SUBSTRUCTURE CYS 185 $ 565.56 $ 106,325.28
274 CONCRETE,B.FOOTINGS CYS 90 $ 291.42 $ 26227,80
275 REINFORCING BARS LBS 53,499 $ 0.90 $ 48,149.10
276 REINFORCING BARS,EPDXY COATED LBS 183.118 $ 0.99 $ 181.286,82
277 CONCRETE,C,SUPERSTRUCTURE CYS 812 $ 460.20 $ 373.682,40
278 CONCRETE.C.RAILING CYS 38 $ 995.00 $ 37,810.00
279 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN.X 12 IN. LFT 1,527 $ 187.33 $ 286.052.91
280 SURFACE SEAL SFT 15,980 $ 0.47 $ 7,510.60
281 ANCHOR PLATE,AP 1 EACH 60 $ 80.00 $ 4,800.00
282 MASONRY COATING SIT 5.370 $ 3.36 $ 18,043.20
283 CONDUIT,PVC,2 IN. LFT 210 $ 16.50 $ 3,465.00
284 CONCRETE STAINING SFT 269 $ 4.76 $ 1,280.44
285 STREET NAME SIGN,BRIDGE MOUNTED.DECORATIVE EACH 2 $ 3,300.00 $ 6,600.00
286 FORMLINE.SPECIALTY.CITY SEAL EACH 2 $ 987.50 $ 1,975.00
287 FORMILINER,BRIDGE RAIL.REAR FACE LFT 202 $ 18.11 $ 3,658.22
288 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 202 $ 16.30 $ 3,292.60
290 SEED MIXTURE,TYPE U LBS 426 $ 4.24 $ 1,806.24
291 MULCHING MATERIAL TON 6 $ 534,00 $ 3.204.00
292 FERTILIZER TON 2 $ 700.00 $ 1,400.00
293 WATER LINE,STEEL CASING,48 IN LFT 197 $ 365.00 $ 71,905.00
294 STORMWATER TREATMENT SYSTEM.TYPE II EACH 1 $ 31,400.00 $ 31,400.00
TOTAL: $ 14,311,518.87
289 !PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS I SIT I 43.598 I $ (0.87) $ (37,930.26)
SUBMITTED BY: Berns Construction Co//1/Inc
/
SIGNATURE �
Jopr(A. Crone
TITLE: President
2801 N. Catherwood Avenue
ADDRESS: Indianapolis, IN 46219
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.01-088 Optional Alternative
Keystone Parkway and 106th Street nterchange!Project#07-088)A
Keystone Parkway and 126th Street nterchange(Project#07-080)
ITEM DESCRIPTION UNIT QUANT[[Y PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1
2 FIELD OFFICE,C MOS 15
3 FIELD OFFICE INTERNET SERVICE MOS 15
4 MOBILIZATION AND DEMOBILIZATION LS 1
5 CLEARING RIGHT OF WAY LS 1
6 TESTING FOR ASBESTOS MATERIAL EACH 1
7 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 2
8 PAVEMENT REMOVAL SYS 23,066
9 GUARDRAIL,REMOVE LFT 1.004
10 CENTER CURB,CONCRETE,REMOVE SYS 109
11 HOUSES AND BUILDINGS,PARCEL NO.24,REMOVE LS 1
12 EXCAVATION,COMMON CYS 140,280
13 EXCAVATION,UNCLASSIFIED CYS 8,800
14 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 105
PROTECTION
15 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 88
16 TEMPORARY DITCH INLET PROTECTION EACH 22
17 TEMPORARY SEDIMENT TRAP TON 445
18 TEMPORARY SILT FENCE LFT 3.701
19 TEMPORARY,FILTER TUBE,13 IN. LFT 231
20 SUBGRADE TREATMENT,TYPE I SYS 97,334
21 B BORROW CYS 14,060
22 STRUCTURE BACKFILL,TYPE 1 CYS 27,152
23 STRUCTURE BACKFILL,TYPE 2 CYS 945
24 STRUCTURE BACKFILL,TYPE 3 CYS 25,949
25 STRUCTURE BACKFILL,TYPE 5 CYS 33
26 COMPACTED AGGREGATE,NO.53,CASE TON 17,438
27 SUBBASE FOR PCCP CYS 2,845
28 DENSE GRADED SUBBASE CYS 97
29 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 284
30 MILLING,ASPHALT,1112IN. SYS 40.107
31 PROFILOGRAPH,HMA LS 1
32 HMA SURFACE,TYPE A TON 233
33 HMA SURFACE,TYPE C TON 1,573
34 HMA INTERMEDIATE,TYPE A TON 713
35 HMA INTERMEDIATE,TYPE C TON 2.378
36 HMA INTERMEDIATE,OG,TYPE C TON 2,692
37 HMA BASE,TYPE C TON 6,436
38 HMA INTERMEDIATE,OG,TYPED TON 8,710
39 HMA FOR TEMPORARY PAVEMENT TON 8,725
40 HMA SURFACE.TYPE O TON 6.156
41 HMA INTERMEDIATE,TYPE D TON 7,311
42 HMA BASE,TYPE 0 TON 30,274
43 HMA WEDGE AND LEVEL,TYPE TON 271
44 ASPHALT FOR TACK COAT TON 81
45 CORING,PCCP LS 1
46 POOP,12 IN. SYS 11,031
47 POOP TRUCK APRON,7 IN. SYS 846
48 PCCP,4 IN, SYS 407
49 D-1 CONTRACTION JOINT LFT 8646
50 PCCP PATCHING,FULL DEPTH SYS 109
51 CONCRETE IMPRINTING SET 14,779
52 GUARDRAIL TRANSITION TYPE TOR EACH 3
53 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 4
59 IMPACT ATTENUATOR,R2.W2,TL-3 EACH 4
55 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3,STAGE 1 EACH 4
56 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3,STAGE 2 EACH 4
57 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2.TL-3,STAGE 1 EACH 4
58 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL-3,STAGE 2 EACH 4
59 GUARDRAIL END TREATMENT,OS EACH 3
80 HANDRAIL,PEDESTRIAN LFT 366
61 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE.STAGE 1 EACH 3
62 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE.STAGE 2 EACH 3
63 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LFT 1.630
64 GUARDRAIL TRANSITION.VH,6FT_3IN.SPACING EACH 2
65 ORNAMENTAL RAILING LFT 6886
68 BARRIER DELINEATOR EACH 105
67 FENCE,FARM FIELD,47 IN. LFT 1,031
68 CURB RAMP,CONCRETE,C SYS 208
69 CURB RAMP,CONCRETE,G SYS 106
70 CURB RAMP,CONCRETE,K SYS 20
71 CURB RAMP,CONCRETE.I_ SYS 81
72 CONCRETE SIDEWALK.4 IN. SYS 717
73 INTEGRAL CONCRETE CURB LF7 888
74 CONCRETE CURB,MODIFIED LFT 1,344
75 CURB AND GUTTER,B LFT 2,032
76 CURB AND GUTTER TYPE II LFT 6,068
77 CURB AND GUTTER,B,MODIFIED LET 10.300
78 CURB AND GUTTER TYPE III LFT 1,219
79 CURB TURNOUT EACH 3
80 CONCRETE ROLL CURB LFT 1,112
51 INTEGRAL CONCRETE CURS.TYPE B LFT 2,936
82 PAVED SIDE DITCH,A LFT 420
83 HMA FOR APPROACHES,TYPE A TON 685
84 PCCP FOR APPROACHES,6 IN 5Y5 777
85 MAILBOX ASSEMBLY,SINGLE EACH 3
86 GEOTEXTILES SYS 308
87 RIPRAP,CLASS 1 TON 22
68 RIPRAP,REVETMENT TON 127
89 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 4
90 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13,637
91 EROSION CONTROL BLANKET SYS 6,457
92
93 WATER 1,GAL 61
94 TOP SOIL CYS 12,303
95 SODDING,NURSERY SYS 15,800
96 WET-TO-MESIC PLANTING MIX LBS 11
97 WETLAND PLANTING MIX LBS 2
98 IRRIGATION CONDUIT LFT 1000
99 FIELD DRILLED HOLE EACH 2
100 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 3
101 REINFORCED CONCRETE MOMENT SLAB, 12 IN. SYS 5,730
102 MODIFIED PS-2 BRIDGE RAIL,TYPE I LFT 2,331
103 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 406
104 MODIFIED 33IN.BRIDGE RAIL LFT 4,202
105 ANTI-GRAFFITI PROTECTIVE COATING SFT 137,748
106 SURFACE SEAL SET 70,058
107 REINFORCED CONCRETE BARRIER WALL,331N, LFT 420
108 CUT WALLS SFT 10,723
109 CUT WALL C SFT 10,954
110 CULVERT,PRECAST BOX,REINFORCED CONCRETE,8 FT,X 3 FT. LFT 136
111 WINGWALL SYS 99
112 TEMPORARY RETAINING WALL LS 1
113 PIPE,CIRCULAR,36 IN. LFT 91
114 PIPE,TYPE 4,CIRCULAR.6 IN_ LFT 14,975
115 PIPE.UNDERDRAIN OUTLET,6 IN, LFT 494
116 PIPE,CIRCULAR.121N. LFT 2,479
117 PIPE.CIRCULAR.15 1N LFT 2 413
116 PIPE,CIRCULAR,18 IN LFT 3,006
119 PIPE,CIRCULAR.24 IN, LFT 2,607
120 PIPE,CIRCULAR 30 IN. LFT 923
121 PIPE,CIRCULAR,42 IN LFT 120
122 PIPE,CIRCULAR,48 IN. LFT 732
123 PIPE.CIRCULAR.60 IN. LFT 1.951
124 PIPE.CIRCULAR,66 IN. LFT 319
125 PIPE.SLOTTED DRAIN,12 IN. LET 159
126 CONCRETE ANCHOR.48 IN, EACH 1
127 VIDEO INSPECTION FOR PIPE LFT 14,789
128 PIPE END SECTION,12 IN. EACH 1
129 PIPE END SECTION,15 IN EACH 3
130 PIPE END SECTION,30 IN EACH 2
131 OUTLET'PROTECTOR,1 EACH 1
132 OUTLET PROTECTOR.2 EACH 6
133 VIDEO INSPECTION FOR UNDERDRAINS LFT 6,000
134 AGGREGATE FOR UNDERDRAINS CYS 1,611
135 GEOTEXTILES FOR UNDERDRAIN SYS 17,760
136 A2000 6 IN PVC,PERFORATED LFT 6,375
137 MANHOLE,K15 EACH 1
130 INLET,HA-5 EACH 4
139 CASTING.ADJUST TO GRADE EACH 6
140 CAP INLET EACH 2
141 CATCH BASIN,E7 EACH 4
142 INLET,J10 EACH 54
143 INLET,8110 EACH 7
144 INLET,R13 EACH 3
145 CATCH BASIN,N10 EACH 25
146 PIPE CATCH BASIN,18 IN_ EACH 1
147 MANHOLE,C4 EACH 33
148 MANHOLE,C7 EACH 1
149 MANHOLE.E4 EACH 3
150 MANHOLE,F4 EACH 2
151 STRUCTURE, MANHOLE.RECONSTRUCT LFT 16
152 STRUCTURE.INLET.RECONSTRUCT LFT 11
153 MANHOLE,N4 EACH 1
154 MANHOLE,1115 EACH 3
155 MANHOLE.L4 EACH 6
156 MANHOLE.C2 EACH 1
157 MANHOLE,C10 EACH 6
158 MANHOLE,K4 EACH 5
159 MANHOLE,K5 EACH 1
160 MANHOLE,M4 EACH 2
161 MANHOLE,J4 EACH 14
162 MANHOLE,E15 EACH 1
163 CATCH BASIN,C15 EACH 6
164 CATCH BASIN,R13 EACH 1
165 MANHOLE,M5 EACH 1
166 MANHOLE,M15 EACH 3
167 MANHOLE.J15 EACH 4
168 CATCH BASIN.HA-S EACH 20
169 MASONRY COATING SFT 68.573
170 CONCRETE STAINING SFT 6 7,483
171 FACE PANELS,CONCRETE SFT 65,899
172 WALL ERECTION SET 65,899
173 LEVELING PAD,CONCRETE LFT 5,289
174 COARSE AGGREGATE.NO.8 TON 8,095
175 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 572
176 MODULAR BLOCK WALL ERECTION SYS 572
177 TEMPORARY PAVEMENT MESSAGE MARKING.LANE INDICATION ARROW EACH 3
178 TEMPORARY PAVEMENT MESSAGE MARKINGS.WORD(ONLY) EACH 2
179 CONSTRUCTION SIGN,C EACH 4
180 ROAD CLOSURE SIGN ASSEMBLY EACH 20
181 TEMPORARY PAVEMENT MARKING.REMOVABLE,4 IN. LFT 48.778
182 TEMPORARY PAVEMENT MARKING.REMOVABLE.8 IN. LFT 13.230
183 DETOUR ROUTE MARKER ASSEMBLY EACH 36
164 CONSTRUCTION SIGN.A EACH 96
185 CONSTRUCTION SIGN,B EACH 19
186 FLASHING ARROW SIGN DAY 1,200
107 MAINTAINING TRAFPoC LS 1
100 ENERGY ABSORBING TERMINAL,CZ,TL-3 EACH 2
189 BARRICADE,III-A LET 228
190 BARRICADE,III-B LFT 660
191 TEMPORARY TRAFFIC BARRIER,TYPE 1 LET 7,688
192 TEMPORARY TRAFFIC BARRIER,TYPE 1,ANCHORED LFT 436
195 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 3,987
194 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 4
195 SIGN POST.SQUARE,1,REINFORCED ANCHOR BASE LFT 1.097
196 SIGN,PANEL,WITH LEGEND SFT 342
197 SIGN.SHEET',RELOCATE EACH 9
198 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII EACH 16
199 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.089 IN, SET 510
200 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SET 301
201 STRUCTURAL STEEL.BREAKAWAY LBS 2,690
202 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 8
203 DECORATIVE STREET'SIGN ASSEMBLY,INSTALLED EACH 8
204 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT l5 1
205 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1)5 LET 359
206 CONDUIT.PVC.2 IN_ LFT 359
207 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 2,300
208 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT,4 115 LFT 2,300
209 HANDHOLE,LIGHTING EACH 16
210 LIGHT STANDARD FOUNDATION,3 FT.DIA,X B FT. EACH 52
211 JUNCTION BOX EACH 4
212 WIRE,NO 4,COPPER,IN PLASTIC DUCT.IN TRENCH,4 1/C LFT 11,065
213 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 4
214 SERVICE POINT.If EACH 4
215 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC EACH 6
216 CONNECTOR KIT,UNFUSED EACH 62
217 CONNECTOR KIT,FUSED EACH 61
218 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 138
219 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 36
220 INSULATION LINK.NONWATE @PROOFED EACH 121
221 INSULATION LINK,WATERPROOFED EACH 68
222 CABLE DUCT MARKER EACH 24
223 POLE CIRCUIT CABLE.1 C NO.10 STRANDED COPPER LFT 3.581
224 CABLE INTERDUCT LFT 2,785
225 HANDHOLE EACH 10
226 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 40
227 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 21
228 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT I EACH 4
229 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 8
230 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 21
231 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 36
DECORATIVE POLE,MAST ARM AND BASE
232 LIGHT POLE, 15 FT.E M.H.,4 FT.MAST ARM,TRANSFORMER BASE. EACH 8
DECORATIVE POLE,MAST ARM AND BASE
233 LINE.THERMOPLASTIC,DOTTED.YELLOW.4 IN..2 FT.LINE, LFT 52
234 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 30
235 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK.WHITE,24 IN. LET 780
236 LINE,EPDXY,SOLID,WHITE.4 IN. LFT 4,958
237 LINE,EPDXY,SOLID,YELLOW,4 IN, LFT 5.114
238 TRANSVERSE MARKING.REMOVE LET 118
239 LINE,THERMOPLASTIC.BROKEN.WHITE,4 IN. LFT 7,276
240 LINE.THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 23.652
241 LINE,THERMOPLASTIC,SOLID.WHITE.8 IN. LET 5.675
242 LINE.THERMOPLASTIC,SOLID.WHITE.241N. LFT 511
243 LINE,PAINT.BROKEN,WHITE,4 IN. LFT 3,621
244 LINE,PAINT,SOLID,WHITE.4 IN. LFT 15.854
245 LINE,PAINT,SOLID,YELLOW,4 IN, LFT 15,662
246 LINE,REMOVE LET 19,967
247 TRANSVERSE MARKINGS.EPDXY,SOLID,YELLOW.CROSSHATCH LFT 60
248 LINE,EPDXY.SOLID,WHITE,6 IN. LFT 631
249 PAVEMENT MESSAGE MARKINGS,EPDXY.LANE INDICATIONS ARROWS EACH 4
250 PAVEMENT MESSAGE MARKINGS,EPDXY.FISHHOOK LANE INDICATION EACH 12
ARROWS
251 LINE,THERMOPLASTIC,SOLID.WHITE,GIN. LET 1,117
252 LINE.THERMOPLASTIC,SOLID.YELLOW,4 IN. LFT 22,924
253 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID YELLOW, LFT 436
CROSSHATCH
254 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LIT 120
255 TRANSVERSE MARKINGS.THERMOPLASTIC,"SHARKS TEETH" LET 198
256 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,LANE INDICATION EACH 17
ARROW
257 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 19
PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.FISHHOOK LANE
258 INDICATION ARROWS EACH
259 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 525
260 LINE.THERMOPLASTIC,SOLID,YELLOW,B IN, LFT 1.720
261 LINE,THERMOPLASTIC.BROKEN,WHITE, 12 IN.,3 FT.STRIPE-3 FT.GAP LET 260
262 LINE,THERMCPLASTJC,BROKEN.WHITE,6 IN..3 FT,STRIPE-3 FT.GAP LIT 123
263 LINE,EPDXY,SOLID,YELLOW,8 IN, LFT 638
264 LINE,THERMOPLASTIC.DOTTED,WHITE,4 IN.,2 FT.LINE,4 FT. LFT 58
265 RETAINING WALL MOCK UP L5 1
206 BRIDGE RAIL MOCK UP LS 1
257 FLAT-WORK MOCK UP LS 1
768 FORMLINER,WALL PANELS SFT 87,574
269 FORMLINER,MODIFIED P5-2 RAILING FOR ROADWAYS,FRONT FACE LET 3,671
270 FORMLINER,.-33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 3.270
271 CONTROLLER,RESET TIMING EACH 4
272 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 45
273 CONDUIT,STEEL,GALVANIZED,2 IN. LET 54
274 CONTROLLER,REWIRE EACH 4
275 TRAFFIC SIGNAL HEAD.3-SECTION,LED(0,Y,R,) EACH 2
276 TRAFFIC SIGNAL HEAD,3 FACE.12 IN.RED,AMBER ARROW,GREEN EACH 7
ARROW
277 TRAFFIC SIGNAL HEAD,5-SECTION,LED I0,Y.R,GA,VA) EACH 4
278 is/14 ROADWAY LOOP WIRE LET 1,452
279 SIGNAL CABLE 58114 GA LET 413
280 SIGNAL CABLE 7c114 GA LFT 142
281 SIGNAL CABLE 2c/16 GA.SHIELDED LFT 956
282 DETECTOR HOUSING EACH 3
283 SAWCUT FOR ROADWAY LOOPS SEALANT LFT 474
284 LOOP DETECTOR DELAY AMPLIFIER,2-CHANNEL EACH 1
285 LOAD SWITCH EACH 2
BRIDGE ITEMS
286 CONSTRUCTION ENGINEERING L5 1
287 MOBILIZATION AND DEMOBILIZATION LS 1
288 EXCAVATION,DRY CYS 170
289 B BORROW CYS $7
290 AGGREGATE FOR END BENT BACKFILL CYS 230
291 DENSE GRADED SUBBASE CYS 97
292 CONCRETE IMPRINTING SFT 14,220
293 ORNAMENTAL RAILING LET 407
294 CURB,INTEGRAL,CONCRETE LFT 352
295 REINFORCED CONCRETE BRIDGE APPROACH SYS 584
296 GEOTEXTILES SYS 630
297 PILE TIP,STEEL H,HP 12 X 53 LFT 5,090
298 DYNAMIC PILE LOAD TEST EACH 4
299 TEST PILE EACH 4
300 TEST PILE,RESTRIKE EACH 4
301 PILE TIP,STEEL H EACH 118
302 PILE TIP,STEEL H.HP 12 X 74 LET 4,680
303 CONCRETE.A,SUBSTRUCTURE CYS 378
304 CONCRETE,B,FOOTINGS CYS 180
305 REINFORCING BARS LBS 109,233
306 REINFORCING BARS,EPDXY COATED LBS 365.504
307 CONCRETE.C,SUPERSTRUCTURE CYS 1,661
308 CONCRETE.C.RAILING CYS 77
309 STRUCTURAL MEMBERS,CONCRETE I-BEAM.II,36 IN.X 12 IN LFT 3,169
310 SURFACE SEAL SFT 31.140
311 ANCHOR PLATE,AP 1 EACH 124
312 MASONRY COATING SET 10,760
313 PIPE,END BENT DRAIN.6 1N LET 424
314 CONDUIT,PVC,2 IN, LFT 425
315 CONCRETE STAINING SFT 546
316 STREET NAME SIGN, BRIDGE MOUNT ED,DECORATIVE EACH 4
317 FORMLINE,SPECIALTY,CITY SEAL EACH 4
318 FORM1LINER,BRIDGE RAIL.REAR FACE LFT 409
319 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 409
321 PIPE.PVC.6IN. LFT 41
322 INLET,815 EACH 1
323 SEED MIXTURE,TYPE U LBS FMB
324 MULCHING MATERIAL TON 12
325 FERTILIZER TON 3
326 WATER LINE,STEEL CASING,48 IN LFT 197
327 STORMWATER TREATMENT SYSTEM.TYPE I EACH 1
328 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1
329 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1
330 MANHOLE.L4,8YPASS EACH 1
TOTAL: NO SID 91
320 IPRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS I SET 67,483
SUBMITTED BY: Berns Construction Copany, Inc.
SIGNATURE 001//&17 t
John A. Crone
TITLE: President
2801 N. Catherwood Avenue
ADDRESS: Indianapolis, IN 46219
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
1 4-1-2008
2 4-4-2008
3 4-4-2008
4 4-7-2008
B1D-6 1N200306(1 C] 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 he a
material qualification or variance front the terms of the Contract Documents may result
in this Bid being rejected as non-responsive.
5.3 Exceptions:
•
None
•
BID-7 I N2003066 I.0.FE.DDC
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 j div and accuratelpfrlled in and completed and notarized.
Project: Keystone Parkway and 106th Street Interchange with
Optional 126th Street Interchange Alternative, City of/
Cannel Project#07-08B
Proposal For Construction of: Construction of a teardrop-shaped roundabout interchange at
the intersection of Keystone Parkway and 106`x'Street.
reconstruction of Keystone Parkway segments ranting north
and south of the interchange, and reconstruction of portions of
106th Street directly east and west of the interchange.
The Optional Alternative bid includes the construction of arc
,06"'Street interchange(Project#07-088) US well as a second
teardrop-shaped roundabout interchange at the intersection of
Keystone Parkway and 126"'Street(Project#07-08Th, involving
the reconstruction of Keystone Parkway segments running north
and south of the 126"'Street interchange and reconstruction of
portions of 126" Street directly east and west of the interchange.
Date: APRIL 9, 2008
To: City of Carmel, Indiana,Board of Public Works and Safety
BID-1 1N20030661 et.rr.noc
•
PART 1
BIDDER INFORMATION
(Print)
1.1 Bidder Name: MILESTONE CONTRACTORS, L.P.
.2 Bidder Address: Street Address: 5950 SOUTH BELMONT AVENUE
City: INDIANAPOLIS State: IN Zip: 45217
Phone: 317-788-6885 Fax: 317-788-1098
1.3 Bidder is alan [mark one/
LIMITED
Individual x Partnership Indiana Corporation
Foreign (Out of State) Corporation; Stare:
joint Venture Other
1.4 /The following must he 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 Cur of Carmel,
Indiana,foreign corporations must register with the Secretary al the Slate of Indiana as
required hr the Indiana General Coporationn Act as staled therein and expressed in the
Attorney General's Opinion .#2, dated.Ianuarnr 23, ,I958.]
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
HID-2 N2OU3U6Gt.CLre.noc
PART 2
BID PROPOSAL
2.1 Base Bid (Required)
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 FOURTEEN MILLION FI Fl 1HOUSAND
DOLLARS AND 00/100 Dollars (S 14,050,000.00 ). 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.
$Alternate Bid (Optional)
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 TWENTY-NINE MILLION ONE HUNDRED
TEN THOUSAND DOLLARS AND 00/100 Dollars (S 29,110,000.00 ). 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 oN2111010[,a1 CI.FE.IOC
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carme!
Project No. 07-00B Base Bid
Keystone Parkway and 106th Street interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
1 CONSTRUCTION ENGINEERING 1_5 1 5410.000.00 311 0010,00
2 FIELD OFFICE,C MOS 15 $4.30000 $64,500.00
3 FIELD OFFICE INTERNET SERVICE MOS 15 $200.00 $3,000.00
4 MOBILIZATION AND DEMOBILIZATION LS 1 $624,768.90 $624768.90
5 CLEARING RIGHT OF WAY LS 1 $70,00000 $70.000.00
6 TESTING FOR ASBESTOS MATERIAL EACH 1 51,500.00 $1,500.00
7 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 33,50600 $3,500.00
8 PAVEMENT REMOVAL SYS 13,133 $6.00 $105,064.00
9 GUARDRAIL,REMOVE LET 512 $3.75 $1,920.00
10 HOUSES AND BUILDINGS.PARCEL NO, 24, REMOVE LS 1 $22,000.00 $22,000 00
11 EXCAVATION,COMMON CYS 53,083 $17.00 $902,462.00
12 EXCAVATION, UNCLASSIFIED CYS 4.000 $14.00 $50,000.00
13 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 54 $65.00 $3,510.00
PROTECTION
14 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 42 577.00 $3,234,00
15 TEMPORARY DITCH INLET PROTECTION EACH 10 505.00 $650.00
16 TEMPORARY SEDIMENT TRAP TON 206 $77.00 $15,862 00
17 TEMPORARY SILT'FENCE LFT 2,272 $1.10 $2.499.20
18 TEMPORARY,FILTER TUBE.18 IN. LET 231 $8.00 $1848.00
19 SUBGRADE TREATMENT,TYPE I SYS 52,649 65.00 5263,245.00
20 B BORROW CYS 11,230 $18.00 $202,140.00
21 STRUCTURE BACKFILL,TYPE 1 CYS 1E955 $18.00 3215,208.00
22 STRUCTURE BACKFILL,TYPE 2 CYS 945 $2500 $23,625.00
23 STRUCTURE BACKFILL,TYPE 3 CYS 19,440 $23.00 $505,596.00
24 STRUCTURE BACKFILL,TYPE 5 CYS 33 692.00 53.035.00
25 COMPACTED AGGREGATE,NO.53,BASE TON 0,362 $19.00 $155,878.00
26 SUBBASE FOR PCCP CYS 1,323 $37.00 $48,951.00
27 DENSE GRADED SUBBASE CYS 100 $30.00 $3,000.00
20 COMPACTED AGGREGATE NO,53,TEMPORARY FOR DRIVEWAYS TON 226 320.00 54,520 00
29 MILLING,ASPHALT, 1112 IN, SYS 28,429 52.00 356,858.00
10 PROFILOGRAPH,HMA LS 1 $5,000.00 55,000.00
31 HMA SURFACE.TYPE A TON 97 $130.00 $12,61000
32 HMA SURFACE,TYPE C TON 803 $78.00 $62,634.00
33 HMA INTERMEDIATE,TYPE A TON 299 $66.00 $19,734.00
34 HMA INTERMEDIATE,TYPE C TON 1,259 851.00 $64,200.00
35 i HMA INTERMEDIATE,OG,TYPE C TON 1,507 $71.00 3106,967.00
36 HMA BASE,TYPE C TON 3,377 $54.00 5182,358.00
37 HMA INTERMEDIATE,OG,TYPED TON 4,288 554.00 $231,552.00
38 HMA FOR TEMPORARY PAVEMENT TON 3,973 $50.00 $198,650.00
39 HMA SURFACE,TYPE D TON 4,931 $72.00 5355,032.00
40 HMA INTERMEDIATE,TYPED TON 3,901 $56.00 $218,456.00
41 HMA BASE,TYPED TON 16,593 547.00 $779,871.00
42 ASPHALT FOR TACK COAT TON 43 $288.00 512,384.00
43 CORING,PCCP LS 1 5804.00 $804.00
44 PCCP, 12 IN. SYS 5,200 $59.00 $306,800.00
45 PCCP TRUCK APRON,71N. SYS 420 $90.00 $37,800.00
46 PCCP,4 IN. SYS 205 $82.00 $16,810.00
47 D-1 CONTRACTION JOINT LFT 4,527 $10.00 545,270.00
48 CONCRETE IMPRINTING SET 7,273 $5.00 $36,365.00
49 GUARDRAIL TRANSITION TYPE TGB EACH 2 $1,750.00 53,500.00
50 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 $14,450.00 $28,900.00
51 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 $15,850.00 $31,700 00
52 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3,STAGE 1 EACH 2 $1,400 00 $2,800.00
53 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3,STAGE 2 EACH 2 $2,200.00 $4400.00
54 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL-3,STAGE 1 EACH 2 $1,400.00 $2,800.00
55 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL-3,STAGE 2 EACH 2 $2,200.00 $4 400.00
56 GUARDRAIL END TREATMENT,OS EACH 2 $2,300.00 $4,600.00
57 HANDRAIL,PEDESTRIAN LFT 366 $120.00 543.920.00
58 GUARDRAIL END TREATMENT,05,SPARE PARTS PACKAGE,STAGE 1 EACH 2 $475.00 $950.00
59 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STAGE 2 EACH 2 $800.00 $1,600.00
60 GUARDRAIL.W BEAM,6 FT.3 IN.SPACING LFT 1,630 $15.00 $24,450.00
51 GUARDRAIL TRANSITION,VH,6 FT.3 IN.SPACING EACH 2 550.00 $100.00
62 ORNAMENTAL RAILING LFT 3,524 $116.00 $408,784.00
63 BARRIER DELINEATOR EACH 51 $25.00 $1,275.00
64 FENCE,FARM FIELD,47 IN. LFT 715 $8.00 $5,720.00
65 CURB RAMP,CONCRETE.C SYS 94 $365.00 $34,310.00
66 CURB RAMP,CONCRETE,G SYS 64 $380.00 $24,320.00
67 CURB RAMP,CONCRETE,K SYS 20 5340.00 $6,800.00
66 CURB RAMP,CONCRETE,L SYS 36 $365.00 $13,140.00
69 CONCRETE SIDEWALK,4 IN. SYS 446 $43.00 $19,178.00
70 INTEGRAL CONCRETE CURB LFT 393 $20.00 $7,860.00
71 CONCRETE CURB,MODIFIED LFT 716 $23.00 $16,46800
72 CURB AND GUTTER,B LFT 1,010 $21 00 521,210.00
73 CURB AND GUTTER TYPE II LFT 3,3,58 $15.00 $50,370.00
74 CURB AND GUTTER,B,MODIFIED LFT 5,100 515.00 $76,500.00
75 CURB AND GUTTER TYPE III LFT 608 $25.00 $15,200.00
76 CURB TURNOUT EACH 2 $600.00 $1,200.00
77 CONCRETE ROLL CURB LFT 545 $18.00 $9,810.00
78 INTEGRAL CONCRETE CURB,TYPE B LFT 1.047 510.00 $16,752.00
79 PAVED SIDE DITCH,A LFT 420 525.00 510,500.00
80 HMA FOR APPROACHES.TYPE A TON 290 $100.00 $29,000.00
81 PCCP FOR APPROACHES,6 IN. SYS 576 $68.00 $45,968.00
82 MAILBOX ASSEMBLY,SINGLE EACH 3 $200.00 5600.00
83 GEOTEXTILES SYS 185 52.00 $370.00
84 RIPRAP,REVETMENT TON 81 $48.00 $3,888.00
85 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $300.00 $600.00
86 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 6,863 $0.30 52,058.90
87 EROSION CONTROL BLANKET SYS 6,350 $1.10 $6,985.00
88
89 WATER kGAL 28 $1.00 $28.00
90 TOP SOIL CYS 7,127 $15.00 $106,905.00
91 SODDING,NURSERY SYS 7.577 $2.50 $18,942.50
92 WET-TO-MESIC PLANTING MIX LBS 11 $55.00 $605.00
93 WETLAND PLANTING MIX LBS 2 $55.00 $110.00
94 IRRIGATION CONDUIT LFT 500 $30.00 $15,000.00
95 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 2 $3,000.00 $6,000.00
96 FIELD DRILLED HOLE EACH 2 $80.00 $160.00
97 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 3.087 $120.00 $370,440.00
98 MODIFIED PS-2 BRIDGE RAIL,TYPE I LFT 1,104 5190.00 $209,760.00
99 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 408 $140.00 $57,120.00
100 MODIFIED 33 IN.BRIDGE RAIL LFT 2,043 $135.00 $275,805.00
101 ANTI-GRAFFITI PROTECTIVE COATING SET 77,116 50.45 $34,702.20
102 SURFACE SEAL SET 33,518 $0.36 $12,066.48
103 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 420 $185.00 $77,700.00
104 CULVERT,PRECAST BOX,REINFORCED CONCRETE,8 FT.X 3 FT. LFT 136 $600.00 $81,600.00
105 WINGWALL SYS 99 $1,500.00 $148,500.00
106 TEMPORARY RETAINING WALL LS 1 $110,000.00 $110,000.00
107 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 7,662 83.45 $26,433.90
108 PIPE,UNDERDRAIN OUTLET.6 IN. LFT 335 527.00 $9,045 00
109 PIPE,CIRCULAR, 12 IN. LFT 1,769 $38.00 $67,222.00
110 PIPE,CIRCULAR, 15 IN. LFT 1,369 $41.00 $56,129.00
111 PIPE,CIRCULAR,18 IN. LFT 1,794 $43.00 $77,142.00
112 PIPE,CIRCULAR,24 IN. LFT 1,522 $56.00 $85.232.00
113 PIPE,CIRCULAR 30 IN. LFT 923 576.00 $70,148.00
114 PIPE,CIRCULAR,60 IN, LFT 725 $190.00 $137,750.00
115 PIPE,SLOTTED DRAIN,12 IN, LFT 159 $71.00 $11,289.00
•
116 VIDEO INSPECTION FOR PIPE LFT 8,112 $1.00 $8,112.00
117 PIPE END SECTION,12 IN. EACH 1 $600.00 $800.00
118 PIPE END SECTION, 15 IN. EACH 3 $615.00 $1,845.00
119 PIPE END SECTION,30 IN. EACH 2 $900.00 $1,800.00
120 OUTLET PROTECTOR, 1 EACH 1 5600.00 $600.00
121 OUTLET PROTECTOR,2 EACH 2 $600.00 $1,200.00
122 VIDEO INSPECTION FOR UNDERDRAINS LFT 3.000 $1.10 $3,30000
123 AGGREGATE FOR UNDERDRAINS CYS 820 $36.00 $29,520_00
124 GEOTEXTILES FOR UNDERORAIN SYS 9,072 $1.80 516,329.60
125 A2000,6IN.,PVC,PERFORATED LFT 3,075 $6.05 $18,603.75
126 MANHOLE,K15 EACH 1 $6,800.00 $6,800.00
127 INLET,HA-5 EACH 4 $2,000.00 $8,000.00
128 CASTING,ADJUST TO GRADE EACH 4 $250.00 $1,000.00
129 INLET,J10 EACH 6 $2,000.00 $12,000.00
130 INLET,M10 EACH 4 51 900.00 $7.600.00
131 INLET,R13 EACH 2 $2,100.00 $4,200.00
132 CATCH BASIN,K10 EACH 12 $2,200.00 $26,400.00
133 PIPE CATCH BASIN,18 IN. EACH 1 $1,400.00 $1,400.00
134 MANHOLE,C4 EACH 18 $1,900.00 $34,200.00
135 MANHOLE,E4 EACH 3 $5,400.00 $16,200.00
136 MANHOLE,F4 EACH 1 510,200.00 $10,200.00
137 STRUCTURE,MANHOLE,RECONSTRUCT LET 5 $520.00 $2,600.00
138 STRUCTURE,INLET,RECONSTRUCT LFT 11 $875.00 $9,625.00
139 MANHOLE,C2 EACH 1 $2,300.00 $2,300.00
140 MANHOLE,C10 EACH 4 $2,300.00 59,200.00
141 MANHOLE,K4 EACH 2 $6,000.00 $12,000.00
142 MANHOLE,J4 EACH 11 $5,200.00 $57,200.00
143 MANHOLE,E15 EACH 1 $7,600.00 $7,600.00
144 CATCH BASIN,C15 EACH 5 $2,800.00 $14,000.00
145 CATCH BASIN,R13 EACH 1 $2,300.00 $2,300.00
146 MANHOLE.J15 EACH 2 $4,300.00 $8,600.00
147 CATCH BASIN,HA'S EACH 10 $2,600.00 $26,000.00
148 MASONRY COATING SFT 33,518 $1.20 $40,221.60
149 CONCRETE STAINING SFT 43,598 $4.25 $185,291.50
150 FACE PANELS,CONCRETE SET 49,908 $20.00 5996,160.00
151 WALL ERECTION SFT 49,908 $8.00 $399,264.00
152 LEVELING PAD.CONCRETE LET 3,987 $24.00 $95,688.00
153 COARSE AGGREGATE,NO.8 TON 3,739 $18.00 $67,302.00
154 TEMPORARY PAVEMENT MESSAGE MARKING.LANE INDICATION ARROW EACH 2 $25 00 $50.00
155 TEMPORARY PAVEMENT MESSAGE MARKINGS.WORD(ONLY) EACH 2 $35.00 570.00
156 CONSTRUCTION SIGN.C EACH 2 595.00 $190.00
157 ROAD CLOSURE SIGN ASSEMBLY EACH 14 $375.00 $5,250.00
158 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 30,796 $0.85 $26,176.60
159 TEMPORARY PAVEMENT MARKING,REMOVABLE,BIN. LFT 6,671 51.75 511,674.25
160 DETOUR ROUTE MARKER ASSEMBLY EACH 18 $135.00 $2,430.00
161 CONSTRUCTION SIGN,A EACH 52 5250.00 $13,000.00
162 CONSTRUCTION SIGN,B EACH 14 535.00 5490,00
163 FLASHING ARROW SIGN DAY 690 55.00 $3,450.00
164 MAINTAINING TRAFFIC LS 1 $50,000.00 $50,000.00
165 ENERGY ABSORBING TERMINAL.CZ,TL-3 EACH 2 $11 700.00 $23,400.00
166 BARRICADE,III-B LFT 564 $10.00 $5,640.00
167 TEMPORARY TRAFFIC BARRIER.TYPE 1 LFT 4,598 $20.00 $91,960.00
168 TEMPORARY TRAFFIC BARRIER,TYPE I.ANCHORED LFT 140 $22.00 $3,080.00
169 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 1,262 $22.00 $27,764.00
170 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $12,060.00 524,120.00
171 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 597 $12.00 $7,164.00
172 SIGN,PANEL,WITH LEGEND SFT 182 $17.50 $3,185.00
173 SIGN,SHEET,RELOCATE EACH 6 $42.00 $252.00
174 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 8 $420.00 53,360.00
175 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0080 IN. SFT 273 $15.25 $4,163.25
176 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN, SFT 165 $16.60 $2,739.00
177 STRUCTURAL STEEL,BREAKAWAY LBS 1,338 $3.60 54.816,80
178 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 51,984 00 $7,936.00
179 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4 $2,273,00 $9,09200
180 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 $1,755.00 $1,755.00
181 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 192 $7.80 51 497.60
182 CONDUIT,PVC,2 IN. LFT 192 $5.00 $960.00
183 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 1,335 $12.75 517.021.25
184 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT.4 1/C LFT 1,335 $7.80 $10,413.00
185 HANDHOLE,LIGHTING EACH 7 $610.00 54.270.00
186 LIGHT STANDARD FOUNDATION,3 FT.DIA,X15 FT. EACH 22 $875.00 $19,250.00
187 JUNCTION BOX EACH 2 $522.00 $1,044.00
188 WIRE,NO.4,COPPER,IN PLASTIC DUCT.IN TRENCH,4 VC LFT 4,530 $7.45 $33,748.50
189 UNDERPASS CIRCUIT INSTALLATION, 1 LUMINAIRE EACH 2 $895.00 $1,790.00
190 SERVICE POINT,II EACH 2 $3,797.00 $7,594,00
191 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC EACH 2 $12.00 524.00
192 CONNECTOR KIT,UNFUSED EACH 28 $30.00 $840,00
193 CONNECTOR KIT,FUSED EACH 27 $30.00 $810.00
194 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60 $10.00 $600.00
195 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 20 550.00 $1,000.00
•
196 INSULATION LINK,NONWATERPROOFED EACH 53 $10.00 $530.00
197 INSULATION LINK,WATERPROOFED EACH 32 $50.00 $1,600.00
198 CABLE DUCT MARKER EACH 10 $70.00 $700.00
199 POLE CIRCUIT CABLE,1 C NO. 10 STRANDED COPPER LFT 1,401 $0.55 $770.55
200 CABLE INTERDUCT LFT 1,430 $10.70 $15,301.00
201 HANDHOLE EACH 5 $790.00 $3,950.00
202 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 19 $1,342.00 $25,498.00
203 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT.MONGOOSE EACH 8 $965.00 $7,720.00
204 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE, 150 WATT' EACH 2 $805.00 $1,610.00
205 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $168.00 $672.00
206 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWY BASE EACH 8 51.380.00 $11,040.00
207 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 19 $6,442.00 $122,398.00
DECORATIVE POLE MAST ARM,AND BASE
208 LIGHT POLE,15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4 $5,644.00 $22,576.00
DECORATIVE POLE.MAST ARM,AND BASE
209 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 28 $50.00 $1,40000
210 TRANSVERSE MARKINGS,THERMOPLASTIC.CROSSWALK,WHITE.24 IN. LFT 400 $2.50 $1,000.00
211 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2,442 $0.24 $586.08
212 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 2,464 $0.24 $591.36
213 TRANSVERSE MARKING,REMOVE LFT 85 $1.00 565.00
214 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 4.690 $0.28 $1,313.20
215 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 15,106 $0.28 $4,229.68
216 LINE,THERMOPLASTIC.SOLID,WHITE,8 IN. LFT 3,089 $0.70 $2,162.30
217 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LFT 272 $3.50 5952.00
218 LINE,PAINT,BROKEN.WHITE.4 IN. LFT 2,035 $0.14 $284.90
219 LINE,PAINT,SOLID,WHITE,4 IN. LFT 8,090 $0.14 $1,132.60
220 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 8,544 $0.14 $1,196.16
221 LINE,REMOVE LFT 18.092 $0.25 $4,523.00
222 LINE,EPDXY,SOLID,WHITE,6 IN. LFT 322 $3.50 $1,127.00
223 PAVEMENT MESSAGE MARKINGS,EPDXY,LANE INDICATIONS ARROWS EACH 2 $160.00 $320.00
224 PAVEMENT MESSAGE MARKINGS.EPDXY,FISHHOOK LANE INDICATION EACH 6 $325.00 $1,950.00
ARROWS
225 LINE,THERMOPLASTIC.SOLID,WHITE,6 IN. LFT 319 $0.70 $223.30
226 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 13,133 $0.28 $3,677.24
227 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID YELLOW, LFT 338 $2.00 $676.00
CROSSHATCH
228 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN, LFT 92 $3.50 $322.00
229 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH" LET 98 $5.50 $539.00
230 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 13 $50.00 $650.00
_ ARROW _ _
231 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 15 $75.00 $1,125.00
232 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 4 $200.00 $800.00
INDICATION ARROW
233 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 285 $16.70 $4,759.50
234 LINE,THERMOPLASTIC,SOLID,YELLOW,BIN. LFT 1,145 $0.70 $801.50
235 LINE,THERMOPLASTIC,BROKEN,WHITE, 12 IN.,3 FT STRIPE-3FT GAP LFT 134 $1.00 5134.00
236 LINE,THERMOPLASTIC,BROKEN,WHITE,6 IN.,3FT STRIPE-3FT GAP LFT 60 $1.00 560.30
237 RETAINING WALL MOCK UP LS 1 $77,000.00 $77,000.00
238 BRIDGE RAIL MOCK UP LS 1 $9,000.00 $9,000.00
239 FLAT-WORK MOCK UP LS 1 54,030.00 $4,000.00
240 FORMLINER,WALL PANELS SFT 49,908 $3.35 $167,191.80
241 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 1,512 $5.50 $8,316.00
242 FORMLINER,331N.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2.043 $13.00 $26,559.00
243 CONTROLLER,RESET TIMING EACH 2 $295.00 $590.00
244
245 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 54 $23.00 $1,242.00
246 CONTROLLER.REWIRE EACH 2 $357.00 $714.00
247 TRAFFIC SIGNAL HEAD,3 FACE, 12 IN.RED,AMBER ARROW,GREEN EACH 2 $560 00 $1,120 00
ARROW
248 TRAFFIC SIGNAL HEAD,5-SECTION,LED(G,Y,R,GA,YA) EACH 3 $1,057.00 $3,171.00
249 1c114 ROADWAY LOOP WIRE LFT 968 $0.45 $435.60
250 SIGNAL CABLE 5c/14 GA LFT 110 $1.50 $165.00
251 SIGNAL CABLE 70114 GA LFT 102 $1.75 $178.50
252 SIGNAL CABLE 20)16 GA,SHIELDED LFT 478 $0.80 $382.40
253 DETECTOR HOUSING EACH 2 $644.00 $1,288.00
254 SAWCUT FOR ROADWAY LOOP&SEALANT LFT 316 $7.00 $2,212.00
255 LOOP DETECTOR DELAY AMPLIFIER,2-CHANNEL EACH 1 $410.00 $410.00
256 LOAD SWITCH EACH 1 $70.00 $70.00
BRIDGE ITEMS
257 CONSTRUCTION ENGINEERING LS 1 $15,000.00 $15,000.00
258 MOBILIZATION AND DEMOBILIZATION LS 1 $110,000.00 $110,000.00
259 EXCAVATION.DRY CYS 85 $18.00 $1,530.00
260 B BORROW CYS 28 $18.00 $504.00
261 AGGREGATE FOR END BENT BACKFILL CYS 114 $75.00 $8,550.00
262 DENSE GRADED SUBBASE CYS 52 5120.00 $6,240.00
263 CONCRETE IMPRINTING SFT 6,777 $2.50 $16,942.50
264 ORNAMENTAL RAILING LFT 200 $173.00 $34,600.00
265 CURB,INTEGRAL,CONCRETE LFT 181 $31.00 $5,611.00
266 REINFORCED CONCRETE BRIDGE APPROACH SYS 314 $120.00 $37,680.00
267 GEOTEXTILES SYS 312 $3.00 $93600
268 PILE TIP,STEEL H.HP 12 X 53 LFT 5,090 $40.00 $203,600.00
269 DYNAMIC PILE LOAD TEST EACH 2 $5,000.00 $10,000.00
270 TEST PILE EACH 2 $4,000.00 $8,000.00
271 TEST PILE,RESTRIKE EACH 2 $1,000.00 $2,000.00
272 PILE TIP,STEEL H EACH 58 $110.00 $6,380.00
273 CONCRETE,A,SUBSTRUCTURE CYS 188 5500.00 $94,000.00
274 CONCRETE,B,FOOTINGS CYS 90 $300.00 $27,000.00
275 REINFORCING BARS LBS 53,409 $0.95 $50,624.05
276 REINFORCING BARS,EPDXY COATED LBS 183,118 $1.05 $192,273.90
277 CONCRETE,C,SUPERSTRUCTURE CYS 812 $500.00 $487,200 00
278 CONCRETE,C, RAILING CYS 36 $850.00 $32,300.00
279 STRUCTURAL MEMBERS,CONCRETE I-BEAM, 11.36 IN.X 12 IN. LET 1,527 $11500 $175.605.00
280 SURFACE SEAL EFT 15,980 $0.42 $6,711.60
281 ANCHOR PLATE,AP 1 EACH 60 $60.00 $3.500.00
282 MASONRY COATING SET 5,370 $1.20 $6,444.00
283 CONDUIT.PVC,2 IN. LFT 210 $1.00 $210.00
284 CONCRETE STAINING SIT 269 $12.00 $3,228.00
285 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 54,000.00 58,000.00
286 FORMLINE,SPECIALTY,CITY SEAL EACH 2 $7400.00 $14,800.00
287 FORMILINER,BRIDGE RAIL, REAR FACE LIT 202 $18.00 53,636,00
288 FORMILINER, BRIDGE RAIL,FRONT FACE LFT 202 $6,00 $1,212.00
290 SEED MIXTURE.TYPE U LBS 426 $2.25 $958.50
291 MULCHING MATERIAL TON 5 $350,00 $2,10000
202 FERTILIZER TON 2 $550.00 $1,100,00
293 WATER LINE, STEEL CASING,48 IN LFT 197 $418.00 $82,346.00
294 STORMWATER TREATMENT SYSTEM.TYPE II EACH 1 $33,000.00 $33,000.00
TOTAL: $14,050,000.00
289 !PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS I SET I 43.598 I -$0.67 I -537.93026
Milestone Contractors,L.P.By Contractors United,Inc-General
SUBMITTED BY: Partner
SIGNATUREAel._ )0SJ'
TITLE Brad McCall,Manager of Estimating
ADDRESS: 5950 South Belmont Avenue,Indranapors,IN 46217
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-088 Optional Alternative
Keystone Parkway and 106th Street Interchange(Project#07-088)And
Keystone Parkway and 126th Street Interchange(Project#07-080)
ITEM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 $212,000.00 $212,000.00
2 FIELD OFFICE,C MOS 15 54,300.00 554.300.00
3 FIELD OFFICE INTERNET SERVICE MOS 15 $200.00 $3,000.00
4 MOBILIZATION AND DEMOBILIZATION LS 1 $1,129,354.51 $1,129 354.51
5 CLEARING RIGHT OF WAY LS 1 5130,00000 $130,000.00
6 TESTING FOR ASBESTOS MATERIAL EACH 1 $1,500.00 51,500.00
7 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 2 53,500.00 57 000.00
8 PAVEMENT REMOVAL SYS 23,066 53.00 5224,52600
9 GUARDRAIL,REMOVE LFT 1,004 53.75 $3,765.00
10 CENTER CURB,CONCRETE,REMOVE SYS 109 525.00 52,725 00
11 HOUSES AND BUILDINGS,PARCEL NC.24,REMOVE LS 1 $22 000 00 $22.000.00
12 EXCAVATION.COMMON CYS 140,280 $17.00 $2,304,76000
13 EXCAVATION,UNCLASSIFIED CYS 8,800 $14.00 $123,200.00
14 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET EACH 105 $85,00 $6,825,00
PROTECTION
15 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 88 $77.00 $6,77600
16 TEMPORARY DITCH INLET PROTECTION EACH 22 555.00 $1,430.00
17 TEMPORARY SEDIMENT TRAP TON 445 577.00 $34,265.00
18 TEMPORARY SILT FENCE LFT 3,701 51.10 $4,071.10
19 TEMPORARY,FILTER TUBE,19 IN LET 231 58.00 $1,348.00
20 SUBGRADE TREATMENT,TYPE I SYS 97,334 55.00 5485.570 00
21 B BORROW CYS 14.060 $13.00 $253,080.00
22 STRUCTURE BACKFILL,TYPE 1 GYS 27,182 $18.00 $489,276.00
23 STRUCTURE BACKFILL,TYPE 2 CYS 945 $25.00 $23,625.00
24 STRUCTURE BACKFILL.TYPE 3 CYS 25,949 526.06 $674 974.00
25 STRUCTURE BACKFILL,TYPE 5 CYS 33 59200 $3,036.00
26 COMPACTED AGGREGATE,NO.53,BASE TON 17,438 519.00 9331,322.00
27 SUBBASE FOR PCCP CYS 2,845 537.00 $105,285.00
28 DENSE GRADED SUBBASE CYS 97 $30.00 $2,910.00
29 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 284 $20.00 $5980.00
30 MILLING,ASPHALT, 1 112 IN. SYS 40,107 52.30 $92,246.10
31 PROFILOGRAPH,HMA LS 1 $10,000.00 $10,000.00
32 HMA SURFACE,TYPE A TON 233 $124.00 528,892.00
33 HMA SURFACE,TYPE C TON 1,573 $5100 $127413.00
34 HMA INTERMEDIATE,TYPE A TON 713 $65.00 $46,345 00
•
35 HMA INTERMEDIATE,TYPE C TON 2,378 554.00 $128,412.00
36 HMA INTERMEDIATE.00,TYPE C TON 2,592 569.00 $185,746.00
37 HMA EASE,TYPE C TON 6,436 $54.00 $347,544.00
38 HMA INTERMEDIATE,OG.TYPED TON 8,710 $57.00 $496,470.00
39 HMA FOR TEMPORARY PAVEMENT TON 8,729 $55,00 $480.095.00
40 HMA SURFACE,TYPE D TON 6,156 $76.00 $619856,00
41 HMA INTERMEDIA'T'E.TYPE O TON 7,311 $55.00 5424.038.00
42 HMA BASE,TYPED TON 30,274 $49.00 51,483.426.00
43 HMA WEDGE AND LEVEL,TYPED TON 271 $81,00 521,951.00
44 ASPHALT FOR TACK COAT TON 81 52.38 5233.28
45 CORING, PCCP LS 1 $1,603.00 $1,608.00
46 PCCP.12 IN. SYS 11,031 $59.00 $650,829.00
47 PCCP TRUCK APRON,7 IN, SYS 646 800.00 570,140 00
48 PCCP,4 IN. SYS 407 562_00 533 374.00
49 D-i CONTRACTION JOINT LFT 5,846 810.00 $88,46900
50 POOP PATCHING,FULL DEPTH SYS 109 5200.00 $21,800.00
51 CONCRETE IMPRINTING SET 14,779 5500 573,095.00
52 GUARDRAIL TRANSITION TYPE TGB EACH 3 $1,75000 $5,250 00
53 IMPACTATTENUATOR,R2,WI,TL-3 EACH 4 $14,550.00 $58,20000
54 IMPACT ATTENUATOR,R2.W2.TL-3 EACH 4 $15,850.00 $63.400.00
55 IMPACTATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3,STAGE 1 EACH 4 $1,460.00 $5,600.00
56 IMPACTATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL•3,STAGE 2 EACH 4 $2,200.00 $8,800 00
57 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL-3,STAGE 1 EACH 4 $1,400 00 $5,600.00
50 IMPACT ATTENUATOR SPARE PARTS PACKAGE,52,W2,TL-3,STAGE 2 EACH 4 $2,200 00 $8,800.00
59 GUARDRAIL END TREATMENT,OS EACH 3 $2,300.00 $6,900,00
60 HANDRAIL,PEDESTRIAN LFT 366 $120.00 $43,920.00
61 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE.STAGE 1 EACH 3 $475.00 $4425.00
62 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STAGE 2 EACH S 5800.00 52 40000
63 GUARDRAIL,W BEAM,6 FT, 3IN.SPACING LET 1,630 $15.00 524,450.00
64 GUARDRAIL TRANSITION,VH,6 FT. 3 IN.SPACING EACH 2 $50.00 $100.00
65 ORNAMENTAL RAILING LFT 5,886 $116.00 5798,77600
66 BARRIER DELINEATOR EACH 105 $2500 $2,625.00
67 FENCE,FARM FIELD,47 IN. LFT 1,031 $8.00 $8,248.00
68 CURB RAMP,CONCRETE,C SYS 206 $365.00 $75,92000
69 CURB RAMP,CONCRETE,G SYS 108 5380.00 541,040 00
70 CURB RAMP.CONCRETE.K SYS 20 $340.00 $6,600.00
71 CURB RAMP,CONCRETE,L SYS 61 $365.00 $29,56500
72 CONCRETE SIDEWALK,4 IN SYS 717 $43.00 $30,831,00
-
73 INTEGRAL CONCRETE CURB LFT 888 $20.00 $17,76000
74 CONCRETE CURB,MODIFIED LET 1,344 $23.00 $30,912.00
75 CURB AND GUTTER.B LET 2.032 $21.00 542.67200
76 CURB AND GUTTER TYPE II LFT 6,068 $15.00 591,020.00
77 CURB AND GUTTER,B,MODIFIED LFT 10,300 516_00 $154500,00
78 CURB AND GUTTER TYPE III LIT 1.219 325.00 530,475.00
79 CURB TURNOUT EACH 3 5500.00 31,600.00
69 CONCRETE ROLL CURB LFT 1,112 518.00 $20016.00
81 INTEGRAL CONCRETE CURE',TYPE B LFT 2.936 51E00 546,976.00
82 PAVED SIDE DITCH.A LFT 420 525.00 $10,50000
83 HMA FOR APPROACHES.TYPE A TON 685 593.00 $63,705.00
84 POOP FOR APPROACHES,6 IN, SYS 777 368.00 $52,635.00
85 MAILBOX ASSEMBLY.SINGLE EACH 3 5200.00 3600.00
86 GEOTEXTILES SYS 306 $2.00 $615.00
87 RIPRAP,CLASS 1 TON 22 543.00 $1056.00
88 RIPRAP,REVETMENT TON 127 548.00 $6,006.00
89 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 4 $300.00 31,200.30
90 MULCHED SEEDING,T.CONVENTIONAL MIX SYS 13,637 $0.30 54,091,10
91 EROSION CONTROL BLANKET SYS 6,457 51.10 57,102.70
92
93 WATER kGAL 61 $1.00 $61.00
94 TOP SOIL CYS 12,303 $15.00 5184.545_00
95 SODDING,NURSERY SYS 15,800 $2.50 $39,500.00
96 WET-TO-MESIC PLANTING MIX LBS 11 $55.00 $605.00
97 WETLAND PLANTING MIX LBS 2 $55.00 $110.00
98 IRRIGATION CONDUIT LFT 1,000 530.00 $30,000.00
99 FIELD DRILLED HOLE EACH 2 $8600 5150.00
100 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 3 $3,000.00 39 000,00
101 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 5,730 5120.90 $687,600.00
102 MODIFIED P5-2 BRIDGE RAIL,TYPE I LFT 2.331 5190.00 $442,890.00
103 MODIFIED P5-2 BRIDGE RAIL,TYPE II LET 40B $140.00 557,120.00
104 MODIFIED 33 IN.BRIDGE RAIL LET 4,202 $135.00 $567,270.00
105 ANTI-GRAFFITI PROTECTIVE COATING SET 137,748 $0.45 $61986.60
106 SURFACE SEAL SET 70,058 $0.36 $25,220.88
107 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 420 $18500 $77,700.03
108 CUT SMALL B SET 10,723 5100.00 $1072.30000
109 CUT WALL C SET 10,954 5104.00 $1,139,216.00
110 CULVERT,PRECAST BOX,REINFORCED CONCRETE,8 FT.X 3 FT LFT 136 5600.00 581600.00
711 WINGWALL SYS 99 $1,500 00 $146,500.00
112 TEMPORARY RETAINING WALL LS 1 $385,000.00 $38500000
113 PIPE,CIRCULAR,35 IN. LFT 91 $88.00 $8,008.30
114 PIPE,TYPE 4,CIRCULAR,BIN. LFT 14,975 $3.45 $5106375
115 PIPE,UNDERDRAIN OUTLET.6 IN. LFT 494 $27 00 $13,338.00
116 PIPE,CIRCULAR,12 IN. LFT 2,479 $40.00 $99.160.00
117 PIPE.CIRCULAR,15 IN. LFT 2.413 544.00 $106,172.00
118 PIPE,CIRCULAR,18 IN. LFT 3,086 546.00 $141,956.00
119 PIPE,CIRCULAR,24 IN. LFT 2,007 558.00 $151,206.00
120 PIPE,CIRCULAR 30 IN. LFT 923 576.00 570,148.00
121 PIPE,CIRCULAR,42 IN, LFT 120 $93.00 $11,160.00
122 PIPE,CIRCULAR.48 IN. LET 732 $120.00 $87,840.00
123 PIPE,CIRCULAR,60 IN. LFT 1,951 $177.00 $345,327.00
124 PIPE,CIRCULAR,66 IN. LFT 319 $215.00 $68,585.00
125 PIPE,SLOTTED DRAIN.12 IN. LFT 159 $71.00 511,289.00
126 CONCRETE ANCHOR,48 IN. EACH 1 $1,300.00 51.300.00
127 VIDEO INSPECTION FOR PIPE LFT 14,789 $1.25 518 486.25
128 PIPE END SECTION, 12 IN. EACH 1 5600.00 $600.00
129 PIPE END SECTION,15 IN. EACH 3 $615.00 $1,845.00
130 PIPE END SECTION,30 IN, EACH 2 $900.00 $1,800.00
131 OUTLET PROTECTOR, 1 EACH 1 $600.00 $60000
132 OUTLET PROTECTOR,2 EACH 8 $600.00 $4,800.00
133 VIDEO INSPECTION FOR UNDERDRAINS LFT 6,000 $1.10 $6,600.00
134 AGGREGATE FOR UNDERDRAINS CYS 1,611 $36.00 $57,996.00
135 GEOTEXTILES FOR UNDERDRAIN SYS 17.760 51.80 531,968,00
136 A2000 6 IN.PVC,PERFORATED LFT 6,375 $6.05 538,568,75
137 MANHOLE.K15 EACH 1 $6,800.00 $6,800.00
138 INLET,HA-5 EACH 4 $2,000.00 $8,000.00
139 CASTING,ADJUST TO GRADE EACH 6 $250.00 $1,500.00
140 CAP INLET EACH 2 $550.00 $1,100.00
141 CATCH BASIN,E7 EACH 4 $2,200.00 $8,800.00
142 INLET,J10 EACH 14 $1000.00 528,000,00
143 INLET,M10 EACH 7 $1,900.00 513,300.00
144 INLET,R13 EACH 3 $2,100.00 56,300.00
145 CATCH BASIN,K10 EACH 25 $2.200.00 $55,000.00
146 PIPE CATCH BASIN, 18 IN. EACH 1 $1,400 00 51400.00
147 MANHOLE,C4 EACH 33 $1.900.00 $62,700.00
148 MANHOLE,C7 EACH 1 $1,700.00 51,700.00
149 MANHOLE,E4 EACH 3 $5,400.00 $16,200.00
150 MANHOLE,F4 EACH 2 510,200.00 $20,400.00
151 STRUCTURE,MANHOLE,RECONSTRUCT LFT 16 5520.00 $8,320.00
152 STRUCTURE,INLET,RECONSTRUCT LFT 11 5875 00 $9,625.00
153 MANHOLE,N4 EACH 1 $11,000.00 $11,000.00
154 MANHOLE.N15 EACH 3 $13,000.00 $39,000.00
155 MANHOLE,L4 EACH 6 $5,000.00 554,000.00
156 MANHOLE,C2 EACH 1 52,300.00 52,300.00
157 MANHOLE,C10 EACH 6 $2,500.00 513,600 00
158 MANHOLE,K4 EACH 5 $6,000.00 530,000.00
159 MANHOLE,K5 EACH 1 $5,80000 $5.300.00
160 MANHOLE,114 EACH 2 510,700.00 521,400.00
161 MANHOLE,J4 EACH 14 54,800.00 567200.00
162 MANHOLE.E15 EACH 1 57,600.00 $7,600.00
163 CATCH BASIN,C15 EACH 6 52,800.00 $16,800.00
164 CATCH BASIN,R13 EACH 1 $2300.00 $2,300.00
165 MANHOLE.M5 EACH 1 511,000.00 511,000.00
166 MANHOLE, M15 EACH 3 511,200.00 $33,600.00
167 MANHOLE,J15 EACH 4 $4.30000 517,200.00
168 CATCH BASIN.HA-5 EACH 20 52,600.00 $52,000.00
169 MASONRY COATING SET 68,573 $1.20 $82,287.50
170 CONCRETE STAINING SET 67,483 $4.25 $286,802.75
171 FACE PANELS,CONCRETE SET 65,899 $21,00 $1,383,879.00
172 WALL ERECTION SET 65,899 $8,50 5560,14450
173 LEVELING PAD,CONCRETE LET 5,209 $25.00 $150,225,00
174 COARSE AGGREGATE, NO.B TON 3,695 $18.00 $158.510.00
175 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 572 $65.00 537.180.00
176 MODULAR BLOCK WALL ERECTION SYS 572 5116.00 566,352.00
177 TEMPORARY PAVEMENT MESSAGE MARKING,LANE INDICATION ARROW EACH 3 525.00 $75.00
178 TEMPORARY PAVEMENT MESSAGE MARKINGS,WORD(ONLY) EACH 2 535.00 $7000
179 CONSTRUCTION SIGN,C EACH 4 5113.00 8452Do
180 ROAD CLOSURE SIGN ASSEMBLY EACH 20 $375.00 $7,500.00
181 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN, LFT 48,778 $0.65 $41,461.30
182 TEMPORARY PAVEMENT MARKING,REMOVABLE,BIN. LIT 13,230 $1 75 $23,152.50
183 DETOUR ROUTE MARKER ASSEMBLY EACH 30 $135.00 $4,860.00
184 CONSTRUCTION SIGN,A EACH 96 $250.00 $24,000.00
135 CONSTRUCTION SIGN, B EACH 19 535.00 566500
136 FLASHING ARROW SIGN DAY 1,200 55.00 $6,000.00
187 MAINTAINING TRAFFIC LS I 5100,000DO $100,000.00
188 ENERGY ABSORBING TERMINAL,CZ,TL-3 EACH 2 $11700.00 $23,400.00
189 BARRICADE,III-A EFT 228 51500 $3,420.00
190 BARRICADE, III-B LFT 560 $11 00 57.260.00
191 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 7,688 520.00 5153,760.00
192 TEMPORARY TRAFFIC BARRIER,TYPE 1,ANCHORED LFT 436 522.00 $9,592.00
193 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LIT 3,937 $22.00 $67,714 00
194 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 4 $12,060 00 $48,240.00
195 SIGN POST,SQUARE,I,REINFORCED ANCHOR BASE LET 1,097 $12.00 513.1644.00
195 SIGN, PANEL,WITH LEGEND SIT 342 $17.50 $6,985.00
197 SIGN,SHEET.RELOCATE EACH 9 $42.00 $37B.00
198 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 15 $420.00 56720.00
199 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN SET 510 515.25 57,777.50
200 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN. SET 301 51560 54,996.60
201 STRUCTURAL STEEL,BREAKAWAY LBS 2,690 53.00 $9,694,00
202 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 3 $1$84.00 115,87200
203 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 8 52,273.00 $18,184 00
204 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 93,510.00 $3,510.00
205 WIRE, NO.4 COPPER.IN PLASTIC DUCT,IN PLASTIC CONDUIT.4 1+C LFT 359 $780 52,80020
205 CONDUIT.PVC,2 IN. LFT 359 $5.00 51,795_00
207 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 2,300 $12,75 $29,325.00
208 WIRE,Na 4 COPPER,IN PLASTIC DUCT,IN CONDUIT,4 1/C LET 2,300 57,80 517.940.00
209 HANDHOLE,LIGHTING EACH 16 $610.00 $9,76090
210 LIGHT STANDARD FOUNDATION,3 FT.DIA,X 8 FT. EACH 52 $875.00 545,500.00
211 JUNCTION BOX EACH 4 5522.00 52,01313 00
212 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1IC LET 11,065 57.45 $82,43425
213 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 4 5895.00 53,580.00
214 SERVICE POINT,II EACH 4 53,797.00 $15,183.00
215 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC EACH 6 $12.00 $7200
216 CONNECTOR KIT.UNFUSED EACH 62 530.00 $1,850.00
217 CONNECTOR KIT,FUSED EACH 81 $30.00 $1.530.00
218 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 138 $10.00 $1,380.00
219 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 36 $50.00 $1,800.00
220 INSULATION LINK,NGNWATERPRCOFED EACH 121 $10.00 $1.210.00
221 INSULATION LINK.WATERPROOFED EACH 68 $50.00 $3,40050
222 CABLE DUCT MARKER EACH 24 $70.00 $1,680.00
223 POLE CIRCUIT CABLE, 1 C NO. 10 STRANDED COPPER LFT 3,561 50.55 $1.958.55
224 CABLE INTERDUCT LFT 2.785 $1070 $29799.50
225 HANDHOLE EACH 10 $790.00 $7,900.00
225 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 40 $1,34200 $53,68000
227 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 21 $965,00 $20,265.00
228 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 4 $805.00 $3,220.00
229 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 8 5168.00 51,344.00
230 LIGHT POLE.30 F'.E.M.H. DUAL 1_5 FT.MAST ARM,BREAKAWAY BASE EACH 21 51,33000 526,980.00
231 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 36 56,442.00 $231,912 00
DECORATIVE POLE MAST ARM.AND BASE
232 LIGHT POLE,15 FT. E.M.H_4 FT.MAST ARM,TRANSFORMER BASE, EACH 8 $5,644.00 545,152.00
DECORATIVE POLE.MAST ARM.AND BASE
233 LINE.THERMOPLASTIC,DOTTED,'YELLOW,4 IN.,2 Ft LINE, LFT 52 $1.00 $52.00
234 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 39 550.00 $1,950.00
235 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE.24 IN. LFT 780 $2.60 $2,028.00
236 LINE,EPDXY,SOLID,WHITE,4 IN, LFT 4,958 $0.24 $1,189.92
237 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 5,114 $0.24 $1,227.36
238 TRANSVERSE MARKING.REMOVE LFT 118 $1.00 $118.00
239 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 7,276 $0.32 $2,328.32
240 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 23.652 $0.32 57,568,64
241 LINE,THERMOPLASTIC,SOLID,WHITE,8 I. LFT 5,675 $0.68 $3,859.00
242 LINE.THERMOPLASTIC,SOLID,WHITE,24 IN. LFT 511 $3.50 $1,788.50
243 LINE,PAINT,BROKEN,WHITE,4 IN. LFT 3,621 $0.15 $543.15
244 LINE,PAINT.SOLID,WHITE,4 IN, LFT 15,854 $0.15 $2,378.10
245 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 15,662 50,15 $2,349.30
246 LINE,REMOVE LFT 19,967 $0.27 $5,391.09
247 TRANSVERSE MARKINGS,EPDXY,SOLID,YELLOW.CROSSHATCH LFT 60 $1.00 $6000
248 LINE,EPDXY,SOLID,WHITE,6 IN. LFT 631 $3.50 $2,208.50
249 PAVEMENT MESSAGE MARKINGS,EPDXY,LANE INDICATIONS ARROWS EACH 4 $160.00 $640.00
250 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK LANE INDICATION EACH 12 $325.00 $3,900.00
ARROWS
251 LINE,THERMOPLASTIC,SOLID.WHITE,6 IN. LFT 1,117 $0.70 $781.90
252 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN, LFT 22,924 $0.30 $6,877.20
253 TRANSVERSE MARKINGS.THERMOPLASTIC.SOLID YELLOW, LFT 435 $2.25 $97875
CROSSHATCH
254 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 1N LFT 120 $5.00 $600.00
255 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH" LFT 198 $7.75 51,534.50
256 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 17 $50.00 $850.00
ARROW
257 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 19 $70.00 $1,330.00
256 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 8 $130.00 $1,040.00
INDICATION ARROWS
259 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 525 $17.00 $8,925.00
260 LINE,THERMOPLASTIC,SOLID,YELLOW,8IN, LFT 1,720 50.80 $1,376.00
261 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.,3 FT.STRIPE-3 FT.GAP LET 260 $1.00 $260.00
262 LINE,THERMOPLASTIC,BROKEN,WHITE,6IN.,3 FT.STRIPE-3 FT.GAP LFT 123 51.00 5123.00
263 LINE,EPDXY.SOLID,YELLOW,8 IN LFT 638 $5.00 $3,190.00
264 LINE.THERMOPLASTIC,DOTTED,WHITE,4 IN.,2 FT.LINE,4 FT. LFT 58 $10.00 $580.00
265 RETAINING WALL MOCK UP LS 1 $157,000.00 $157,000.00
266 BRIDGE RAIL MOCK UP LS 1 $19,000.00 $19,000.00
267 FLAT-WORK MOCK UP LS 1 $8,000.00 $8,000.00
268 FORMLINER,WALL PANELS SFT 87.574 53.85 $337,159.90
269 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 3,671 $4.90 $17,987.90
270 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 3,270 $16.75 $54,772.50
271 CONTROLLER,RESET TIMING EACH 4 $295.00 $1,180.00
272 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 IN. SFT 95 $15.25 $1,448.75
273 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 54 $23.00 $1,242.00
274 CONTROLLER,REWIRE EACH 4 5357.00 $1,428.00
275 TRAFFIC SIGNAL HEAD,3-SECTION,LED(G,Y,R,) EACH 2 $560.00 $1,120.00
276 TRAFFIC SIGNAL HEAD,3 FACE,12 IN.RED,AMBER ARROW,GREEN EACH 7 5560.00 $3,920.00
ARROW
277 TRAFFIC SIGNAL HEAD,5-SECTION,LED(G,Y,R,GA,YA) EACH 4 $1,057.00 $4,228.00
278 1014 ROADWAY LOOP WIRE LFT 1,452 $0.45 5653.40
279 SIGNAL CABLE 5014 GA LFT 413 $1.50 $619.50
280 SIGNAL CABLE 7014 GA LFT 142 $1.75 $248.50
281 SIGNAL CABLE 2016 GA,SHIELDED LFT 956 $0.80 5764.80
282 DETECTOR HOUSING EACH 3 $644.00 $1,932.00
283 SAWCUT FOR ROADWAY LOOP&SEALANT LFT 474 $7.00 $3,318.00
284 LOOP DETECTOR DELAY AMPLIFIER,2-CHANNEL EACH 1 $410.00 $410.00
285 LOAD SWITCH EACH 2 $0.70 $1,40
BRIDGE ITEMS
286 CONSTRUCTION ENGINEERING LS 1 $30,000.00 $30,000.00
287 MOBILIZATION AND DEMOBILIZATION LS 1 5220,000.00 $220,000.00
288 EXCAVATION,DRY CYS 170 $18.00 $3,060.00
289 B BORROW CYS 57 $18.00 $1,026.00
290 AGGREGATE FOR END BENT BACKFILL CYS 230 $75.00 $17,250.00
291 DENSE GRADED SUBBASE CYS 97 $120.00 $11,640.00
292 CONCRETE IMPRINTING SFT 14,229 $2.50 $35,572.50
293 ORNAMENTAL RAILING LFT 407 5173.00 $70,411.00
294 CURB,INTEGRAL.CONCRETE LFT 352 $31.00 $10,912.00
295 REINFORCED CONCRETE BRIDGE APPROACH SYS 584 $120.00 $70,080.00
296 GEOTEXTILES SYS 630 $3.00 $1,890.00
297 PILE TIP,STEEL H,HP 12 X 53 LFT 5,090 $40.00 $203,600.00
298 DYNAMIC PILE LOAD TEST EACH 4 55,000.00 520,000.00
299 TEST PILE EACH 4 $4,000.00 $16,000.00
300 TEST PILE.RESTRIKE EACH 4 $1,000.00 $4,000.00
301 PILE TIP,STEEL H EACH 118 $110.00 $12,980.00
302 PILE TIP,STEEL H,HP 12 X 74 LFT 4,680 557.00 $266,760.00
303 CONCRETE,A,SUBSTRUCTURE CYS 378 $500.00 $189,000.00
304 CONCRETE,B,FOOTINGS CYS 180 $300.00 $54,000.00
305 REINFORCING BARS LBS 109,233 $0.95 $103,771.35
306 REINFORCING BARS,EPDXY COATED LBS 365,504 $1.05 $383,779.20
307 CONCRETE.C,SUPERSTRUCTURE CYS 1.661 $600.00 $996,600.00
308 CONCRETE,C,RAILING CYS 77 5850.00 $65,450.00
309 STRUCTURAL MEMBERS,CONCRETE I-BEAM,11,36 IN.X 12 1N LFT 3,169 5120.00 $380,280.00
310 SURFACE SEAL SFT 31,140 $0.42 $13,078.80
311 ANCHOR PLATE,AP 1 EACH 124 $60.00 $7,440.00
312 MASONRY COATING SET 10,760 $1.20 $12,912.00
313 PIPE.END BENT DRAIN,6 IN. LFT 424 $13.00 $5,512.00
314 CONDUIT,PVC,2 IN. LET 425 $3.00 $1,275.00
315 CONCRETE STAINING SET 546 $12.00 56,552.00
316 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 4 54,000,00 516,000.00
317 FORMLINE,SPECIALTY,CITY SEAL EACH 4 $7400.00 529,600.00
318 FORMILINER,BRIDGE RAIL,REAR FACE LFT 409 51800 57.362.00
319 FORMILINER,BRIDGE RAIL. FRONT FACE LET 409 $600 52,454.00
321 PIPE.PVC,6 IN. LET 41 530.00 57,230.30
322 INLET,615 EACH 1 52,600.00 5260000
323 SEED MIXTURE.TYPE U LBS 848 5225 $1,008.00
324 MULCHING MATERIAL TON 12 53.50 $4200
325 FERTILIZER TON 3 3550.00 51650.00
326 WATER LINE,STEEL CASING,48 IN LFT 197 5418140 582,346.00
327 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1 $30,000.00 536000.00
326 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1 $33,000.00 533,00000
329 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1 550,000.00 550,000.00
330 MANHOLE,L4,BYPASS EACH 1 58,000.00 58.000.00
TOTAL: 529,11 0,000.00
320 PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS SET 67483 -S087 458710.21
Milestone Contractors,L.P.By Contractors United,Inc.-General
SUBMITTED BY: Partner
SIGNATURE 5 motet Cita
TITLE, Brad McCall,Manager of Estimating
ADDRESS: 5950 South Belmont Avenue,Indianapolis, IN 46217
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.
42 The Bidder acknowledges receipt of the following addenda:
ADDENDUM NUMBER DATE
#� APRIL 1 , 2008
#2 APRIL 4, 2008
#3 APRIL 4, 2008
#4 APRIL 7, 2008
•
BID-6 IN2co3066 C I.FE.noc
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 hr OHNER to he a
material qualification or variance from the terms of the Contract Documents rout= result
n this Bid being rejected as non-responsive.
5.3 Exceptions:
NONE
•
BID-7 fN2ooj11661 CE IF,DOC
CITY OF CARMEL
ADDENDUM NO. 3
Keystone Parkway K 1116th Street
Project. No. 07-OXB
April 4. 2008
To All Plan Buyers of Record:
[tern I: This is to advise all bidders that PART 3—CONTRACT ITEMS AND UNIT PRICES has been
revised to include additional and revised bid items and is included with this ADDENDUM NO. 3
The following summarizes the changes to the Itemized Bid
The Pay Item description lbr Base Bid Item#24 has been revised.
The Pay Item description for Alternate Bid Item #25 has been revised.
The Pay Item Units for Base Bid Item #99 MODIFIED PS-2 BRIDGE RAIL. TYPE 11 has been
revised
The Pay Item Units for Alternate Bid Item #103 MODIFIED PS-2 BRIDGE RAIL. TYPE It has
been revised
Item 2: The question and comment period for this project has closed.
If you would like to receive hard copies of the revised sheets or an electronic copy of the revised bid tab
please send an email request to sbalog )structurepoint.com
Should you desire to submit a bid. please do so on the basis of the information set out above.
Craig M. Parks. PE
American Structurepoint. Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT
DOCUMENTS BEFORE SUBMITTING YOUR BID
I'VN2(lctApp[,IVF.Repot os_Six csSSIK,cs]M20030661,('I',AddenJuoc34[]7-USRWdcndum 3•07-118i ine
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-088 Base Bid
Keystone Parkway and 106th Street Interchange
ITEM UNIT UNIT QUANTITY I TOTAL
PRICE
1 CONSTRUCTION ENGINEERING LS 1
2 FIELD OFFICE.C MOS 15
3 FIELD OFFICE IN I ERNE T SERVICE MOS 15
4 MOBILIZATION AND DEMOBILIZATION LS 1
5 CLEARING NIGH' OF WAY LS 1
6 TESTING FOR ASBESTOS MATERIAL EACH 1
7 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH I
8 PAVEMENT REMOVAL SYS 13.133
9 GUARDRAIL,REMOVE LFT 512
10 HOUSES AND BUILDINGS,PARCEL NO.24.REMOVE LS 1
11 EXCAVATION,COMMON CYS 53,086
12 EXCAVATION.UNCLASSIFIED CYS 4,000
13 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 54
PROTECTION
14 TEMPORARY CHECK DAM.REVETMENT RIPRAP TON 42
15 TEMPORARY DITCH INLET PROTECTION EACH 10
16 TEMPORARY SEDIMENT TRAP TON 206
17 TEMPORARY SILT FENCE LFT 2.272
18 TEMPORARY,FILTER TUBE, IS IN. LFT 231
19 SUBGRADE TREAT MEN I,TYPE I SYS 52.649
20 B BORROW CYS 11.230
21 STRUCTURE BACKFILL,TYPE 1 CYS 11,956
22 STRUCTURE BACKFILL,TYPE 2 CYS 945
23 STRUCTURE BACKFILL.TYPE 3 CYS 19,446
24 STRUCTURE BACKFILL,TYPE 5 CYS 33
25 COMPACTED AGGREGATE,NO.53,BASE TON 8,362
26 SUBBASE FOR PCCP CYS 1,323
27 DENSE GRADED SUBBASE CYS 100
28 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 226
29 MILLING,ASPHAL 1,11/2 IN, SYS 28,429
30 PROFILOGRAPH,HMA LS 1
31 HMA SURFACE.TYPE A TON 97
32 HMA SURFACE.TYPE C TON 803
33 HMA INTERMEDIATE.TYPE A TON 299
34 HMA INTERMEDIATE,TYPE C TON 1,259
35 HMA INTERMEDIATE,OG.TYPE C TON 1,507
36 HMA BASE'TYPE C TON 3,377
37 HEIA INTERMEDIATE,OG,TYPED TON 4,258
38 HMA FOR TEMPORARY PAVEMENT TON 3,973
39 HMA SURFACE.TYPE D TON 4,931
40 HMA INIERMEDI ATE,TYPED TON 3,901
4T 113,4A BASE,TYPED TON 16.593
42 ASPHALT FOR TACK COAT TON 43
43 CORING,PCCP LS 1
44 PCCP,12 IN, SYS 5,200
45 PCCP TRUCK APRON,7 IN_ SYS 420
40 PCCP,4 IN. SYS 205
47 0-1 CONTRACTION JOIN I' LFT 4.527
48 CONCRETE IMPRINTING SET 7273
49 GUARDRAIL 1RANSIT ION TYPE TOO EACI I 2
50 IMPACT ATTENUAT OR,R2,WI,TL-3 EACH 2
51 IMPACT ATTENUAT OR,R2.W2.TL-3 EACH 2
52 IMPACTATTENIJATOR SPARE PARTS PACKAGE,P2,WI.TL-3,STAGE I EACH 2
53 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,WI,TL-3.S'IAGE 2 EACH 2
54 IMPACT ATTENUAT OR SPARE PARTS PACKAGE.R2.W2.TL.3,STAGE 1 EACH 2
55 IMPACT ATTENUATOR SPARE PARTS PACKAGE„R2,W2,TL-E.SI AGE 2 EACH 2
56 GUARDRAIL END TREATMENT.OS EACH 2
57 HANDRAIL,PEDESTRIAN LF1 356
58 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STAGE 1 EACII 2
59 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE,STALE 2 EACH 2
60 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING I.PT 1.630
61 GUARDRAIL TRANSITION,NH.6 FT.3IN.SPACING EACH 2
62 ORNAMENTAL RAILING LFT 8524
63 BARRIER DELINEATOR EACH 51
54 FENCE.FARM FIELD,47 IN. LFT 715
55 CURE RAMP.CONCRETE,C SYS 04
65 CURB RAMP.CONCRETE.G SYS 64
67 CURB RAMP,CONCRETE,K SYS 20
68 CURB RAMP,CONCRETE,L SYS 35
59 CONCRETE SIDEWALK,4 IN. SYS 446
70 INTEGRAL CONCRETE CURB LET 393
71 CONCRETE CURB,MODIFIED LFT 716
77 CURB AND GUTTER,R LFT 1.010
73 CURB AND GUTTER TYPE II LFT 3,358
74 CURB AND GUTTER.B,MODIFIED LFT 5.100
75 CURE AND GUTTER TYPE III LFT 608
76 CURB TURNOUT EACH 2
77 CONCRETE ROLL CURB LFI 545
78 INTEGRAL CONCRETE CURB,TYPE B LET 1,047
79 PAVED SIDE DITCH.A LF1 420
80 HMA FOR APPROACHES,TYPE A TON 290
81 PCCP FOR APPROACHES,6IN. SYS 676
82 MAILBOX ASSEMBLY,SINGLE EACH 3
83 GEOTEXTILES SYS 185
84 RIPRAP,REVETMENT TON 81
85 MOBILIZATION AND DEMOBILIZAI ION FOR SEEDING EACH 2
86 MULCHED SEEDING.T,CONVENTIONAL MIX SYS 6,863
87 EROSION CONTROI.BLANKET SYS 6,350
88
89 WATER kGAL 28
90 TOP SOIL CYS 7,127
91 SODDING,NURSERY SYS 7,577
92 WET-TO-MESIC PLANTING MIX LBS II
93 WETLAND PLANTING MIX LBS 2
94 IRRIGATION CONDUIT I.FT 500
95 CONCRETE BRIDGE RAILING TRANSITION.TPS-2 EACH 2
96 FIELD DRILLED HOLE EACH 2
97 REINFORCED CONCRETE MOMENT SLAB.12 IN. SYS 3,087
98 MODIFIED P5-2 BRIDGE RAIL.TYPE I I.FT 1.104
99 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFI 408
100 MODIFIED 33 IN.BRIDGE RAIL LFT 2,043
101 ANTI-GRAFFITI PROTECTIVE COATING SET 77,116
102 SURFACE SEAL SET 33,518
103 REINFORCED CONCRETE BARRIER WALL,33 IN. LFT 420
104 CULVERT,PRECAST BOX,REINFORCED CONCRETE.8 FT.X 3 FT. LFT 136
105 WINGWALL SYS 99
106 TEMPORARY RETAINING WALL LS 1
107 PIPE,TYPE 4,CIRCULAR,6IN, LFT 7.662
108 PIPE,UNDERDRAIN OU I LET,6 IN. LFT 335
109 PIPE,CIRCULAR,12 IN. LET 1.769
110 PIPE,CIRCULAR, IS IN. LFT 1.369
111 PIPE,CIRCULAR,18 IN. LFT 1.794
112 PIPE,CIRCULAR.24 IN. LET 1,522
113 PIPE,CIRCULAR 30 IN. LET 923
114 PIPE,CIRCULAR,GO IN. LFT 725
115 PIPE,SLOTTED DRAIN, 12 IN. LET 159
116 VIDEO INSPECTION FOR PIPE LFT 8,112
117 PIPE END SECTION, 12 IN. EACH 1
118 PIPE END SECTION, 15IN. EACH 3
119 PIPE END SECTION.30 IN. EACH 2
120 OUTLET PROTECTOR.1 EACII 1
121 OUTLET PROTECTOR.2 EACH 2
122 VIDEO INSPECTION FOR UNDERORAINS LFT 3.000
123 AGGREGA IE FOR UNDERDRAINS CYS 820
124 GEOTEXTILES FOR UNDERDRAIN SYS 9,072
125 A2000.G IN..PVC.PERFORATED LET 3.075
126 MANHOLE.K15 EACH 1
127 INLET,HA-5 EACH 4
128 CASTING.ADJUST TO GRADE EACH 4
129 INLET,J10 EACH 6
130 INLET,M1D EACH 4
131 INLET.R13 EACH 2
132 CATCH BASIN,K10 EACH 12
133 PIPE CATCH BASIN,18 IN. EACH 1
134 MANHOLE,C4 EACH 18
135 MANHOLE.E4 EACH 3
136 MANHOLE.F4 EACH 1
137 STRUCTURE.MANHOLE.RECONSTRUCT LFT 5
138 STRUCTURE,INLET.RECONSTRUCT LET 11
139 MANHOLE.C2 EACH 1
140 MANHOLE,C10 EACH 4
141 MANHOLE,K4 EACH 2
142 MANHOLE,J4 EACH 11
143 MANHOLE,EIS EACH 1
144 CATCH BASIN,C15 EACH 5
145 CATCH BASIN.R13 EACH 1
146 MANHOLE,J15 EACH 2
147 CATCH BASIN,HA-5 EACH 10
148 MASONRY COATING SET 33,518
149 CONCRETE STAINING SFT 43,598
150 FACE PANELS.CONCRETE SET 49,908
151 WALL ERECTION SET 49.908
152 LEVELING PAD.CONCRETE LET 3,987
153 COARSE AGGREGATE.NO,8 TON 3.739
154 TEMPORARY PAVEMENT MESSAGE MARKING,LANE INDICATION ARROW EACH 2
155 TEMPORARY PAVEMENT MESSAGE MARKINGS.WORD(ONLY) EACH 2
156 CONSTRUCTION SIGN,C EACH 2
157 ROAD CLOSURE SIGN ASSEMBLY EACH 14
158 TEMPORARY PAVEMENT MARKING.REMOVABLE,4 IN. LFT 30.796
159 TEMPORARY PAVEMENT MARKING,REMOVABLE.8 IN. LET 6,671
160 DETOUR ROUTE MARKER ASSEMBLY EACH 18
161 CONSTRUCTION SIGN,A EACH 52
162 CONSTRUCTION SIGN,B EACH 14
163 FLASHING ARROW SIGN DAY 690
164 MAINTAINING TRAFFIC LS 1
165 ENERGY ADSORBING TERMINAL.CZ,TI:3 EACH 2
166 BARRICADE,III-B LET 564
167 IEMPORARY TRAFFIC BARRIER,TYPE I LFT 4,598
168 TEMPORARY TRAFFIC BARRIER. TYPE 1,ANCHORED LET 110
169 TEMPORARY TRAFFIC BARRIER.TYPE 2.ANCHORED LFT 1,262
170 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
171 SIGN POST,SQUARE, 1,REINFORCED ANCHOR BASE LFT 597
172 SIGN,PANEL,WITH LEGEND SET 182
173 SIGN,SHEET,RELOCATE EACH 6
174 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII EACH 8
175 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN. SET 273
176 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN, SET 165
177 SIRUCTURAL STEEL,BREAKAWAY LBS 1,338
178 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
179 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4
180 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
181 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 192
182 CONDUIT,PVC,2 IN. LFT 192
183 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 1,335
184 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN CONDUIT,4 1/C LET 1,335
185 HANDHOLE.LIGHTING EACH 7
186 LIGHT STANDARD FOUNDATION,3 PT.DIA.X 8 FT. EACH 22
187 JUNCTION BOX EACH 2
188 WIRE,NO.4,COPPER.IN PLASTIC DUCT,IN TRENCH,4 1/C LET 4,530
189 UNDERPASS CIRCUIT INSTALLATION,1 I.UMINAIRE EACH 2
198 SERVICE POINT,II EACH 2
191 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLAS TIC EACH 2
192 CONNECTOR KIT,UNFUSED EACH 28
193 CONNECTOR KIT.FUSED EACH 27
194 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60
195 MUL I IPLE COMPRESSION FITTING,WATERPROOFED EACH 20
196 INSULATION LINK,NONWA IERPROOFED EACH 53
197 INSULATION LINK,WATERPROOFED EACH 32
198 CABLE DUCT MARKER EACH 10
199 POLE CIRCUIT CABLE, 1 C NO. 10 STRANDED COPPER LFT 1,401
200 CABLE INTERDUCT LFT 1,430
201 HANDHOLE EACH 5
202 LUMINAIRE.ROADWAY.METAL HALIDE,250 WATT.PORT HURON EACH 19
203 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT.MONGOOSE EACH 8
204 LUMINAIRE,UNDERPASS.WALL MOUNTED.METAL HALIDE.1517 WATT EACH 2
205 LIGHT FOUNDATION.BRIDGE MOUNT,WITH GROUNDING EACH 4
206 I.IGH'I POLE,30 FT.E.M.H,DUAL 1.5 FT.MAST ARM,BREAKAWY BASE EACH 6
207 LIGHT'POLE.30 FT.E.M.H..B FT.MAST ARM,TRANSFORMER BASE, EACH 19
DECORATIVE POLE MAST ARM AND BASE
208 LIGI'IT POLE.15 FT.E.M.H.,4 FI.MAST ARM, TRANSFORMER BASE, EACH 4
DECORATIVE POLE MAST ARM AND BASE
209 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 28
210 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LET 400
211 LINE.EPDXY.SOLID.WHITE,4 IN, LFT 2.442
212 LINE,EPDXY.SOLID.YELLOW,4 IN. LFT 2,464
213 TRANSVERSE MARKING,REMOVE LFT 65
214 LINE.THERMOPLASTIC.BROKEN.WHITE,4 IN. LEI 4,690
215 LINE,THERMOPLASTIC.SOLID,WHITE,4 IN. LFT 15,106
216 LINE,THERMOPLASTIC,SOLID.WHITE,81N. LET 3,089
217 LINE,THERMOPLASTIC.SOLID,WHITE.24 IN. LFT 272
218 LINE,PAINT,BROKEN.WHITE.4 IN. LFT 2,035
219 LINE,PAINT,SOLID,WHITE,4 IN. LFT 8.090
220 LINE,PAINT,SOLID.YELLOW,4 IN. LET 8,544
221 LINE.REMOVE LFT 18,092
222 LINE,EPDXY.SOLID,WHITE,6IN. LFT 322
223 PAVEMENT MESSAGE MARKINGS.EPDXY.LANE INDICATIONS ARROWS EACH 2
224 PAVEMENT MESSAGE MARKINGS.EPDXY,FISHHOOK LANE INDICAT ION EACH 6
ARROWS
225 LINE,THERMOPLASTIC.SOLID,WIIITE,GIN. LFT 319
226 LINE.THERMOPLASTIC,SOLID.YELLOW.4 IN, LFT 13,133
227 TRANSVERSE MARKINGS,TIERMOPLASTIC,SOLID YELLOW.CROSSHATCH LET 338
228 TRANSVERSE MARKINGS.THERMOPLASTIC.STOP LINE.24 IN. LFT 92
229 TRANSVERSE MARKINGS.THERMOPLASTIC.'SHARKS TEETH' LET 98
230 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.LANE INDICATION EACH 13
ARROW
231 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.WORD(ONLY/ EACH 15
''3332 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 4
INDICATION ARROW
233 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 285
234 LINE.THERMOPLASTIC,SOLID,YELLOW.B IN. LFT 1.145
235 LINE.'IHERMOPLAS TIC,BROKEN.WHITE, 12 IN,.3 FT STRIPE-3FT GAP LET 134
236 LINE,THERMOPLASTIC.BROKEN,WHITE,6IN.,3FT STRIPE-3FT GAP LET 60
237 RETAINING WALL MOCK UP LS 1
238 BRIDGE RAIL MOCK UP LS 1
239 FLAT-WORK MOCK UP LS 1
240 FORMLINER,WALL.PANELS SET 49.908
241 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 1,512
242 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS.REAR FACE LET 2.043
243 CONTROLLER.RESET TIMING EACH 2
244
245 CONDUIT,STEEL.GALVANIZED,2 IN, LFT 54
246 CONTROLLER.REWIRE EACH 2
247 TRAFFIC SIGNAI.HEAD,3 FACE,12 IN.RED,AMBER ARROW,GREEN EACH 2
ARROW
248 TRAFFIC SIGNAL HEAD,5-SECTION,LED(G.Y,R,GA,VA) EACH 3
249 1c/14 ROADWAY LOOP WIRE LFT 968
250 SIGNAL CABLE 5c114 GA LET 110
251 SIGNAL CABLE 7c/14 GA LET 102
252 SIGNAL CABLE 2c116 GA.SHIELDED LFT 478
253 DETECTOR HOUSING EACH 2
254 SAWCUT FOR ROADWAY LOOPS SEALANT LFT 316
255 LOOP DETECTOR DELAY AMPLIFIER.2-CHANNEL EACH I
256 LOAD SWITCH EACH 1
BRIDGE ITEMS
257 CONSTRUCTION ENGINEERING LS 1
258 MOBILIZATION AND DEMOBILIZATION LS 1
259 EXCAVATION,DRY CYS 85
260 B BORROW CYS 28
261 AGGREGATE FOR END BENT BACKFILL CYS 114
262 DENSE GRADED SUBBASE CYS 52
263 CONCRETE IMPRINTING SET 6,777
264 ORNAMENT AL RAILING LFT 200
265 CURB.INTEGRAL,CONCRETE LFT 181
266 REINFORCED CONCRETE BRIDGE APPROACH SYS 314
267 GEOTEXTILES SYS 312
268 PILE TIP,STEEL II,HP 12 X 53 LFI 5,090
269 DYNAMIC PILE LOAD TEST EACH 2
270 TEST PILE. EACH 2
271 TES1 PILE,RESTRIKE EACH 2
272 PILE TIP,STEEL H EACH 58
273 CONCRETE,A.SUBSTRUCTURE CYS 188
274 CONCRETE.B.FOOTINGS CYS 90
275 REINFORCING BARS LBS 53,499
276 REINFORCING BARS.EPDXY COATED LBS 183,118
277 CONCRETE,C.SUPERSTRUCTURE CYS 812
278 CONCRETE,C,RAILING CYS 38
279 STRUCTURAL MEMBERS.CONCRETE I-BEAM,11,36 IN,X 12 IN. LFT 1,527
280 SURFACE SEAT. SET 15,980
281 ANCHOR PLATE.AP 1 EACH 60
282 MASONRY COATING SFT 5,370
283 CONDUIT,PVC.2 1N LFI 210
284 CONCRETE STAINING SFT 269
285 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2
286 FORMLINE.SPECIALTY.CITY SEAL EACH 2
287 FORMILINER,BRIDGE RAIL.REAR FACE LET 202
288 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 202
290 SEED MIXTURE,TYPE U LBS 42G
291 MULCHING MATERIAL ION 6
292 FERTILIZER TON 2
293 WA]ER LINE.STEEL CASING.48 IN I.FT 197
294 STORMWATER TREATMENT SYSTEM.TYPE II EACH 1
TOTAL:
289 'PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS 1 SET I 43,598
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08B Optional Alternative
Keystone Parkway and 106th Street Interchange(Project#07-08B)And
Keystone Parkway and 126th Street Interchange(Project#07.080)
ITEM UNIT UNIT QUANTITY PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1
2 FIELD OFFICE,C MOS 15
3 FIELD OFFICE INTERNET SERVICE MOS 15
4 MOBILIZATION AND DEMOBILIZATION LS 1
5 CLEARING RIGHT OF WAY LS 1
6 TESTING FOR ASBESTOS MATERIAL EACH 1
7 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 2
8 PAVEMENT REMOVAL SYS 28,066
9 GUARDRAIL,REMOVE LET 1,004
10 CENTER CURB.CONCRETE,REMOVE SYS 109
11 HOUSES AND BUILDINGS,PARCEL NO.24.REMOVE LS 1
12 EXCAVATION,COMMON CYS 140,280
13 EXCAVATION.UNCLASSIFIED CYS 8,800
14 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INI.ET EACH 105
PROTECTION
15 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 88
16 TEMPORARY DITCH INLET PROTECTION EACH 22
17 TEMPORARY SEDIMENT TRAP TON 445
•
18 TEMPORARY SILT FENCE LFT 3,701
19 TEMPORARY,FILTER TUBE, 18 IN. LFT 231
20 SUBGRADE TREATMENT.TYPE I SYS 97.334
21 B BORROW CYS 14,060
22 STRUCTURE BACKFILL.TYPE 1 CYS 27,182
23 STRUCTURE BACKFILL,TYPE 2 CYS 945
24 STRUCTURE BACKFILL,TYPE 3 CYS 25.949
25 STRUCTURE BACKFILL,TYPE 5 CYS 33
26 COMPACTED AGGREGATE,NO.53,BASE TON 17.438
27 SUBBASE FOR PCCP CYS 2.845
28 DENSE GRADED SUBBASE CYS 97
29 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAYS TON 284
30 MILLING,ASPHALT. 11/2 IN. SYS 40,107
31 PROFILOGRAPH,HMA LS 1
32 HMA SURFACE,TYPE A TON 233
33 HMA SURFACE,TYPE C TON 1,573
34 HMA INTERMEDIATE,TYPE A TON 713
35 HMA INTERMEDIATE,TYPE C TON 1378
36 HMA INTERMEDIATE.OG.TYPE C TON 2,692
37 HMA BASE,TYPE C TON 6,436
38 HMA INTERMEDIATE,OG,TYPE D TON 8.710
39 HMA FOR TEMPORARY PAVEMENT TON 8.729
40 HMA SURFACE.TYPED TON 8.156
41 HMA INTERMEDIATE,TYPED TON 7.311
42 HMA BASE,TYPE D TON 30,274
43 HMA WEDGE AND LEVEL,TYPE D TON 271
44 ASPHALT FOR TACK COAT TON 81
45 CORING,PCCP LS 1
46 PCCP.12 IN. SYS 11,031
47 PCCP TRUCK APRON.7 IN. SYS 846
48 PCCP,4 IN. SYS 407
49 D-1 CONTRACTION JOINT LFT 8,846
50 PCCP PATCHING,FULL DEPTH SYS 109
51 CONCRETE IMPRINTING SET 14,779
52 GUARDRAIL TRANSITION TYPE TGB EACH 3
53 IMPACT ATTENUATOR,R2,W1.TL-3 EACH 4
54 IMPACT ATTENUATOR,R2.W2,TL-3 EACH 4
55 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W1,TL-3,STAGE 1 EACH 4
56 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2.W t,TL-3.STAGE 2 EACH 4
57 IMPACT ATTENUATOR SPARE PARTS PACKAGE.R2,W2,TL-3,STAGE 1 EACH 4
58 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL-3,STAGE 2 EACH 4
59 GUARDRAIL END TREATMENT,OS EACH 3
60 HANDRAIL,PEDESTRIAN LFT 366
61 GUARDRAIL END TREATMENT,OS,SPARE PARTS PACKAGE.STAGE 1 EACH 3
62 GUARDRAIL END TREATMENT,OS.SPARE PARTS PACKAGE,STAGE 2 EACH 3
63 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LFT 1,630
64 GUARDRAIL TRANSITION.VH,6 FT.3 IN.SPACING EACH 2
65 ORNAMENTAL RAILING LFT 6,886
66 BARRIER DELINEATOR EACH 105
67 FENCE,FARM FIELD,47 IN. LFT 1,031
68 CURB RAMP.CONCRETE,C SYS 208
69 CURB RAMP,CONCRETE.G SYS 108
70 CURB RAMP,CONCRETE.K SYS 20
71 CURB RAMP.CONCRETE,L SYS 81
72 CONCRETE SIDEWALK.4 IN. SYS 717
73 INTEGRAL CONCRETE CURB LFT 808
74 CONCRETE CURB.MODIFIED LFT 1.344
75 CURB AND GUTTER,B LET 2.032
76 CURB AND GUTTER TYPE II LFT 6,068
77 CURB AND GUTTER,B,MODIFIED LFT 10.300
78 CURB AND GUTTER TYPE III LFT 1.219
79 CURB TURNOUT EACH 3
80 CONCRETE ROLL CURB LFT 1,112
81 INTEGRAL CONCRETE CURB,TYPE B LFT 2.936
82 PAVED SIDE DITCH,A LFT 420
83 HMA FOR APPROACHES.TYPE A TON 685
84 PCCP FOR APPROACHES.6 IN. SYS 777
85 MAILBOX ASSEMBLY.SINGLE EACH 3
86 GEOTEXTILES SYS 308
87 RIPRAP,CLASS 1 TON 22
88 RIPRAP,REVETMENT TON 127
89 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 4
90 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13,637
91 EROSION CONTROL BLANKET SYS 6457
92
93 WATER kGAL 61
94 TOP SOIL CYS 12,303
95 SODDING,NURSERY SYS 15,800
96 WET-TO-MESIC PLANTING MIX LBS 11
97 WETLAND PLANTING MIX LBS 2
98 IRRIGATION CONDUIT LFT 1,000
99 FIELD DRILLED HOLE EACH 2
100 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 3
101 REINFORCED CONCRETE MOMENT SI.AB, 12 IN. SYS 5,730
102 MODIFIED PS-2 BRIDGE RAIL.TYPE I LFT 2,331
103 MODIFIED PS-2 BRIDGE RAIL.TYPE II LFT 408
104 MODIFIED 33 IN.BRIDGE RAIL LFT 4,202
105 ANTI-GRAFFITI PROTECTIVE COATING SFT 137,748
106 SURFACE SEAL SFT 70.058
107 REINFORCED CONCRETE BARRIER WALL.33 IN. LFT 420
108 CUT WALL B SFT 10,723
109 CUT WALL C SFT 10,954
110 CULVERT,PRECAST BOX,REINFORCED CONCRETE,8 FT.X 3 FT. LFT 136
111 WINGWALL SYS 99
112 TEMPORARY RETAINING WALL LS 1
113 PIPE.CIRCULAR.36 IN. LFT 91
114 PIPE.TYPE 4,CIRCULAR.6 IN. LFT 14.975
115 PIPE.UNDERDRAIN OUTLET,6 IN. LFT 494
116 PIPE.CIRCULAR.12 IN. LFT 2,479
117 PIPE,CIRCULAR. 15 IN. LFT 2.413
118 PIPE.CIRCULAR.18 IN. LFT 3.086
119 PIPE,CIRCULAR,24 IN, LFT 2.607
120 PIPE.CIRCULAR 30 IN. LFT 923
121 PIPE.CIRCULAR.42 IN. LFT 120
122 PIPE.CIRCULAR,48 IN. LFT 732
123 PIPE.CIRCULAR,60 IN. LFT 1.951
124 PIPE,CIRCULAR,661N. LFT 319
125 PIPE,SLOTTED DRAIN, 12 IN. LFT 159
126 CONCRETE ANCHOR.48 IN. EACH 1
127 VIDEO INSPECTION FOR PIPE LFT 14,789
128 PIPE END SECTION,12 IN. EACH 1
129 PIPE END SECTION,15 IN. EACH 3
130 PIPE END SECTION.30 IN. EACH 2
131 OUTLET PROTECTOR,1 EACH 1
132 OUTLET PROTECTOR,2 EACH 8
133 VIDEO INSPECTION FOR UNDERDRAINS LFT 6,000
134 AGGREGATE FOR UNDERDRAINS CYS 1.611
135 GEOTEXTILES FOR UNDERDRAIN SYS 17.760
136 A2000 6 IN.PVC,PERFORATED LFT 6.375
137 MANHOLE,K15 EACH 1
138 INLET.HA-5 EACII 4
139 CASTING,ADJUST TO GRADE EACH 6
140 CAP INLET EACH 2
141 CATCH BASIN.E7 EACH 4
142 INLET,J10 EACH 14
143 INLET,M10 EACH 7
144 INLET,R13 EACH 3
145 CATCH BASIN,K10 EACH 25
146 PIPE CATCH BASIN, 18 IN. EACH 1
147 MANHOLE.C4 EACH 33
148 MANHOLE,C7 EACH 1
149 MANHOLE,E4 EACH 3
150 MANHOLE,F4 EACH 2
151 STRUCTURE.MANHOLE.RECONSTRUCT LFT 16
152 STRUCTURE.INLET,RECONSTRUCT LFT 11
153 MANHOLE,N4 EACH 1
154 MANHOLE.N15 EACH 3
155 MANHOLE.L4 EACH 6
156 MANHOLE,C2 EACH 1
157 MANHOLE,C10 EACH 6
158 MANHOLE,K4 EACH 5
159 MANHOLE.K5 EACH 1
160 MANHOLE,M4 EACH 2
161 MANHOLE.J4 EACH 14
162 MANHOLE.E15 EACH 1
163 CATCH BASIN,C15 EACH 6
164 CATCH BASIN,R13 EACH 1
165 MANHOLE,MS EACH 1
166 MANHOLE,M15 EACH 3
167 MANHOLE,J15 EACH 4
168 CATCH BASIN,HA.5 EACH 20
169 MASONRY COATING SFT 68,573
170 CONCRETE STAINING SFT 67.483
171 FACE PANELS,CONCRETE SFT 65.899
172 WALL ERECTION SFT 65,899
173 LEVELING PAD.CONCRETE LFT 5,209
174 COARSE AGGREGATE,NO.8 TON 8.695
175 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 572
176 MODULAR BLOCK WALL ERECTION SYS 572
177 TEMPORARY PAVEMENT MESSAGE MARKING,LANE INDICATION ARROW EACH 3
178 TEMPORARY PAVEMENT MESSAGE MARKINGS,WORD(ONLY) EACH 2
179 CONSTRUCTION SIGN,C EACH 4
180 ROAD CLOSURE SIGN ASSEMBLY EACH 20
181 TEMPORARY PAVEMENT MARKING.REMOVABLE,4 I. LFT 48,778
182 TEMPORARY PAVEMENT MARKING,REMOVABLE,B IN. LFT 13.230
183 DETOUR ROUTE MARKER ASSEMBLY EACH 36
184 CONSTRUCTION SIGN,A EACH 96
185 CONSTRUCTION SIGN,B EACH 19
186 FLASHING ARROW SIGN DAY 1.200
187 MAINTAINING TRAFFIC LS 1
188 ENERGY ABSORBING TERMINAL,CZ.TL-3 EACH 2
189 BARRICADE,III-A LFT 228
190 BARRICADE,111.8 LFT 660
191 TEMPORARY TRAFFIC BARRIER,TYPE 1 LET 7,688
192 TEMPORARY TRAFFIC BARRIER,TYPE 1,ANCHORED LET 436
193 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 3,997
194 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 4
195 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 1,097
196 SIGN.PANEL,WITH LEGEND SFT 342
197 SIGN,SHEET,RELOCATE EACH 9
198 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII EACH 16
199 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND.0.090 IN. SET 510
200 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0,100 IN, SFT 301
201 STRUCTURAL STEEL,BREAKAWAY LBS 2,690
202 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 8
203 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 8
204 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
205 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 359
206 CONDUIT,PVC.2 IN. LFT 359
207 CONDUIT.STEEL.GALVANIZED.2 IN. LFT 2,300
208 WIRE.NO.4 COPPER,IN PLASTIC DUCT.IN CONDUIT,4 1/C LFT 2,300
209 HANDHOLE,LIGHTING EACH 16
210 LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT. EACH 52
211 JUNCTION BOX EACH 4
212 WIRE.NO.4,COPPER.IN PLASTIC DUCT.IN TRENCH.4 1/C LFT 11.065
213 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 4
214 SERVICE POINT,II EACH 4
215 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC EACH 6
216 CONNECTOR KIT,UNFUSED EACH 62
217 CONNECTOR KIT,FUSED EACH 61
218 MULTIPLE COMPRESSION FITTING.NON-WATERPROOFED EACH 138
219 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 30
220 INSULATION LINK.NONWATERPROOFED EACH 121
221 INSULATION LINK.WATERPROOFED EACH 68
222 CABLE DUCT MARKER EACH 24
223 POLE CIRCUIT CABLE.1 C NO. 10 STRANDED COPPER LET 3,561
224 CABLE INTERDUCT LFT 2.785
225 HANDHOLE EACH 10
226 LUMINAIRE.ROADWAY,METAL HALIDE.250 WATT,PORT HURON EACH 40
227 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT.MONGOOSE EACH 21
228 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 4
229 LIGHT FOUNDATION.BRIDGE MOUNT,WITH GROUNDING EACH 8
230 LIGHT POLE,31)FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 21
231 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE. EACH 36
DECORATIVE POLE,MAST ARM,AND BASE
232 LIGHT POLE,15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE. EACH
DECORATIVE POLE,MAST ARM,AND BASE
233 LINE,THERMOPLASTIC.DOTTED,YELLOW,4 IN..2 FT.LINE, LET 52
234 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 39
235 TRANSVERSE MARKINGS.THERMOPLASTIC.CROSSWALK,WHITE.24 IN. LET 780
236 LINE.EPDXY.SOLID.WHITE,4 IN. LFT 4,958
237 LINE,EPDXY.SOLID,YELLOW,4 IN. LFT 5.114
238 TRANSVERSE MARKING,REMOVE LFT 118
239 LINE.THERMOPLASTIC.BROKEN,WHITE,4 IN. LFT 7,276
240 LINE,THERMOPLASTIC,SOLID,WHITE.4 IN. LFT 23,652
241 LINE.THERMOPLASTIC.SOLID,WHITE.B IN LFT 5,675
242 LINE,THERMOPLASTIC.SOLID,WHITE,24 IN. LFT 511
243 LINE,PAINT.BROKEN,WHITE,4 IN. LFT 3.621
244 LINE.PAINT.SOLID.WHITE,4 IN, LFT 15,854
245 LINE,PAINT,SOLID,YELLOW.4 IN. LFT 15,662
246 LINE,REMOVE LFT 19.967
247 TRANSVERSE MARKINGS,EPDXY,SOLID.YELLOW.CROSSHATCH LFT 60
248 LINE.EPDXY,SOLID,WHITE,6 IN. LFT 631
249 PAVEMENT MESSAGE MARKINGS.EPDXY,LANE INDICATIONS ARROWS EACH 4
250 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK LANE INDICATION EACH 12
ARROWS
251 LINE.THERMOPLASTIC.SOLID,WHITE.6IN. LFT 1,117
252 LINE,THERMOPLASTIC.SOLID.YELLOW.4 IN. LFT 22,924
253 TRANSVERSE MARKINGS.THERMOPLASTIC.SOLID YELLOW, LFT 435
CROSSHATCH
254 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE.24 IN. LFT 120
255 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH' LFT 198
256 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 17
ARROW
257 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.WORD(ONLY) EACH 19
PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.FISHHOOK LANE
258 EACH 8
INDICATION ARROWS
259 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 525
260 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN, LET 1,720
261 LINE,THERMOPLASTIC,BROKEN,WHITE.12 IN,.3 FT.STRIPE•3 FT.GAP LFT 260
262 LINE,THERMOPLASTIC,BROKEN,WHITE.6 IN.,3 FT.STRIPE-3 FT.GAP LFT 123
263 LINE.EPDXY,SOLID.YELLOW.8 IN. LFT 638
264 LINE,THERMOPLASTIC,DOTTED.WHITE.4 IN.,2 FT.LINE.4 FT. LFT 58
265 RETAINING WALL MOCK UP LS 1
266 BRIDGE RAIL MOCK UP LS 1
267 FLAT-'WORK MOCK UP LS 1
268 FORMLINER,WALL PANELS SFT 87.574
269 FORMLINER,MODIFIED P5-2 RAILING FOR ROADWAYS.FRONT FACE LFT 3,671
270 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 3.270
271 CONTROLLER,RESET TIMING EACH 4
272 SIGN.SHEET.ENCAPSULATED LENS WITH LEGEND.0.080 IN. SET 95
273 CONDUIT,STEEL,GALVANIZED.2 IN. LFT 54
274 CONTROLLER,REWIRE EACH 4
275 TRAFFIC SIGNAL HEAD,3-SECTION,LED(G.Y,R,) EACH 2
276 TRAFFIC SIGNAL HEAD.3 FACE, 12 IN.RED,AMBER ARROW,GREEN EACH 7
ARROW
277 TRAFFIC SIGNAL HEAD.5-SECTION,LED(G,Y.R,GA,VA) EACH 4
278 1c/14 ROADWAY LOOP WIRE LFT 1,452
279 SIGNAL CABLE 56114 GA LFT 413
280 SIGNAL CABLE 76/14 GA LFT 142
281 SIGNAL CABLE 2c/16 GA.SHIELDED LFT 956
282 DETECTOR HOUSING EACH 3
283 SAWCUT FOR ROADWAY LOOP&SEALANT LET 474
284 LOOP DETECTOR DELAY AMPLIFIER.2-CHANNEL EACH 1
285 LOAD SWITCH EACH 2
BRIDGE ITEMS
286 CONSTRUCTION ENGINEERING LS 1
287 MOBILIZATION AND DEMOBILIZATION LS 1
288 EXCAVATION,DRY CYS 170
289 B BORROW CYS 57
290 AGGREGATE FOR END BENT BACKFILL CYS 230
291 DENSE GRADED SUBBASE CYS 97
292 CONCRETE IMPRINTING SFT 14.229
293 ORNAMENTAL RAILING LFT 407
294 CURB.INTEGRAL.CONCRETE LFT 352
295 REINFORCED CONCRETE BRIDGE APPROACH SYS 584
296 GEOTEXTILES SYS 630
297 PILE TIP.STEEL H.HP 12 X 53 LFT 5,090
298 DYNAMIC PILE LOAD TEST EACH 4
299 TEST PILE EACH 4
300 TEST PILE,RESTRIKE EACH 4
301 PILE TIP,STEEL H EACH 118
302 PILE TIP,STEEL H,HP 12 X 74 LFT 4,680
303 CONCRETE,A,SUBSTRUCTURE CYS 378
304 CONCRETE,B.FOOTINGS CYS 180
305 REINFORCING BARS LBS 109.233
306 REINFORCING BARS.EPDXY COATED LBS 365,061
307 CONCRETE,C,SUPERSTRUCTURE CYS 1.661
308 CONCRETE.C,RAILING CYS 77
309 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II.3614.X 12 IN, LFT 3,169
310 SURFACE SEAL OFT 31.146
311 ANCHOR PLATE,AP 1 EACH 124
312 MASONRY COATING SPIT 10.760
313 PIPE,END BENT DRAIN,6IN. LFT 424
314 CONDUIT,PVC,2 IN. LET 425
315 CONCRETE STAINING SET 546
316 STREET NAME SIGN.BRIDGE MOUNTED,DECORATIVE EACH 4
317 FORMLINE,SPECIALTY,CITY SEAL EACH 4
318 FORMILINER,BRIDGE RAIL.REAR FACE LFT 409
315 FORMILINER,BRIDGE RAIL, FRONT FACE LFT 409
321 PIPE.PVC.6 IN. LET 41
322 INLET.B15 EACH 1
323 SEED MIXTURE,TYPE U LBS 848
324 MULCHING MATERIAL TON 12
325 FERTILIZER TON 3
326 WATER LINE,STEEL CASING.48 IN LFT 197
327 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1
328 STORMWATER TREATMENT SYSTEM,TYPE II EACH 1
329 STORMWATER TREATMENT SYSTEM,TYPE III EACFI 1
330 MANHOLE.L4,BYPASS EACH 1
TOTAL:
320 PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS SFr 57.483
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
CITY OF CARMEL
ADDENDUM NO. 4
Keystone Parkway & 106th Street
Project. No. 07-05B
April 7. 2008
To All Plan Buyers of Record:
Item I: Clarification on Open Graded 11MA
The PG Binder to be used with I-IMA Intermediate. OG, Type C & HMA Intermediate, OG, Type D
shall be 76-22. All testing shall be in accordance with Standard Specifications Section 402
Should you desire to submit a bid, please do so on the basis of the information set out above.
J. Sam Balog. PE
American Structurepoint, Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT
DOCUMENTS BEFORE SUBMITTING YOUR 13113
I':AtN2003t)( lAli.Repiis_Specs\Spccsl1N22003116H 'l ,AdJendum 4 kl17-0810Udtendum 4-117-0St3.doc
CITY OF CARMEL
ADDENDUM NO. I
Keystone Parkway & 106"' Street
Project. No. 07-08B
April I, 2008
To All Plan Buyers of Record:
Item I: This is to advise all bidders that PART 3 — CONTRACT ITEMS AND UNIT PRICES has been
revised to include additional and revised bid items and is included with this ADDENDUM NO. I
The following summarizes the changes to the Itemized Bid
The quantity for Base Bid Item#I I Excavation. Common has been revised
The quantity for Base Bid Item #13 Temporary Erosion and Sediment Control, Curb Inlet
Protection has been revised
The quantity fix Base Bid Item #I9 Subgrade Treatment Type I has been revised
The quantity for Base Bid Item #20 B Borrow has been revised
The quantity for Base Bid Item #21 Structure Backlit!, Type I has been revised
The quantity livr Base Bid Item#23 Structure Backlit! Type 3 has been revised
The quantity for Base Bid Item #25 Compacted Aggregate, No. 53 Base has been revised
The quantity for Base Bid Item #26 Subbase for PCCP has been revised
The quantity for Base Bid Item#27 Dense Graded Subbase has been revised
The quantity for Base Bid Item #77 Concrete Roll Curb has been revised
Base Bid Item#88 Mulched Seeding, U has been deleted
The quantity fix Base Bid Item #123 Aggregate for Underdrains has been revised
The quantity for Base Bid Item #124 Geotextiles for Underdrains has been revised
The quantity for Base Bid Item #I73 Sign. Sheet. Relocate has been revised
The quantity fix Base Bid item #175 Sign. Sheet, Encapsulated Lens with legend, 0.080 IN has
been revised
The quantity for Base Bid Item#212 Line. Epoxy, Solid, Yellow, 4 IN has been revised
Base Bid Item# 244 has been deleted
The pay unit for Base Bid Item# 282 has been revised to be SET
Base Bid Item# 290 Seed Mixture Type U has been added
Base Bid Item #291 Mulching Material has been added
Base Bid Item#292 Fertilizer has been added
The quantity for Alternate Bid item #12 Excavation Common has been revised
I'iIN2003\(ib61\L.Reports_Sines\Specs\IN2003066I.CI\Addendum I\Addtudum Ldoe
1
The quantity for Alternate Bid Item#14 Temporary Erosion and Sediment Control. Curb Inlet
Protection has been revised
The quantity for Alternate Bid item #20 Subgrade Treatment Type I has been revised
The quantity for Alternate Bid item #80 Concrete Roll Curb has been revised
Alternate Bid Item#92 Mulched Seeding, U has been deleted
The item description for Alternate Bid item #107 Retaining Wall has been revised to be
Reinforced Concrete Barrier Wall, 33 IN
The quantity for Alternate Bid item #116 Pipe. Reinforced Concrete, Circular, 12 IN has been
revised
The quantity for Alternate Bid item 4117 Pipe, Reinforced Concrete, Circular, 15 IN has been
revised
The quantity for Alternate Bid item #134 Aggregate ti ' Underdrains has been revised
The quantity for Alternate Bid item 4135 (:icotextiles for Underdrains has been revised
The item description for Alternate Bid item #141 Inlet, E7 has been revised to be Catch Basin,
E7
The quantity for Alternate Bid item #160 Manhole. M4 has been revised
The quantity for Alternate Bid item #184 Construction Sign, A has been revised
The quantity for Alternate Bid Item #197 Sign, Sheet, Relocate has been revised
The quantity for Alternate Bid item #199 Sign. Sheet, Encapsulated Lens with legend. 0.080 IN
has been revised
The quantity for Alternate Bid item #237 Line, Epoxy, Solid Yellow, 4 IN has been revised
Alternate Bid Item#272 has been deleted
The pay unit for Alternate Bid Item # 312 has been revised to he SFT
Alternate Bid Item #321 Pipe, PVC, 6 IN has been added
Alternate Bid Item#322 Inlet. B15 has been added
Alternate Bid Item#323 Seed Mixture Type U has been added
Alternate Bid Item #324 Mulching Material has been added
Alternate Bid Item #325 Fertilizer has been added
Item 2: This notice is to advise all bidders that SP-39 Chemical Modification of Soils has been revised.
Please substitute the attached SP-39 with the one in your copy of the contract book.
Item 3: This notice is to advise all bidders that SP-49 Topsoil has been revised. Please substitute the
attached SP-49 with the one in your copy of the contract book.
Item 4: This notice is to advise all bidders that SP-50 Creek Relocation has been Revised. Please
substitute the attached SP-50 with the one in your copy of the contract book.
Cl1 N21/03‘1106 Rclwns_Spcc,sASpccsAI N201/3060IA: Addendum IAAddnuLm. I.doc
Item 5: This notice is to advise all bidders that SP-61 Modular Block Concrete Retaining Wall has been
deleted. Please substitute the attached SP-61 with the one in your copy of the contract book.
Item 6: This notice is to advise all bidders that SP-70 Bridge Mounted Street Name Sign has been
revised. Please substitute the attached SP-70 with the one in your copy of the contract book.
Item 7: This notice is to advise all bidders that SP-93 Decorative Street Signs has been revised. Please
substitute the attached SP-93 with the one in your copy of the contract book.
Item 8: This notice is to advise all bidders that SP-103 Capped Inlet has been added. Please insert the
attached SP-I03 in your copy of the contract book.
Item 9: This notice is to advise all plan holders that the Road Plans Index and General Note plan sheet
has been revised. Please substitute the attached sheet #2 with the plan sheet in your copy of the plan set.
Item 10: This notice is to advise all plan holders that the Road Plans Typical Cross Section plan sheets
have been revised. Please substitute the attached sheet # 7 with the plan sheets in your copy of the plan
set.
Item I I: This notice is to advise all plan holders that the Road Plans Maintenance of Traffic plan sheets
have been revised. Please substitute the attached sheet #'s 33-34. 36-37. 44 & 47 with the plan sheets in
your copy of the plan set.
Item 12: This notice is to advise all plan holders that the Road Plans Plan and Profile plan sheets have
been revised. Please substitute the attached sheet #'s 54. 60 x 63 with the plan sheets in your copy of
the plan set.
Item 13: This notice is to advise all plan holders that the Road Plans Subsurface Drainage Table plan
sheet has been revised. Please substitute the attached sheet #91 with the plan sheet in your copy of the
plan set.
Item 14: This notice is to advise all plan holders that the Road Plans Sign and Pavement Marking plan
sheets have been revised. Please substitute the attached sheet #'s 122 & 124 with the plan sheets in your
copy of the plan set.
Item 15: This notice is to advise all plan holders that the Road Plans Retaining Wall details plan sheets
have been revised. Please substitute the attached sheet# 109 with the plan sheet in your copy of the plan
set.
Item 16: This notice is to advise all plan holders that the Road Plans Sheet Sign Summary Table plan
sheet has been revised. Please substitute the attached sheet # 129 with the plan sheet in your copy of the
plan set.
Item 17: This notice is to advise all plan holders that the Road Plans Lighting Detail plan sheets have
been revised. Please substitute the attached sheet #'s 135A K 135B with the plan sheet in your copy of
the plan set.
Item 18: This notice is to advise all plan holders that the Road Plans Cross Section plan sheets have
been revised. Please substitute the attached sheet #'s 149-217 with the plan sheet in your copy of the
plan set.
If you would like to receive hard copies of the revised sheets or an electronic copy of the revised bid tab
please send an email request to sbalog(n)structurepoint.eom
I':\IN2003'Ob611E.Relent'_Spec,\Specs\IN2003066I.CI\Addemlum I1Addendum I doc
Should you desire to submit a bid, please do so on the basis of the inlbrmation set out above.
.I. Samuel Balog. PL
American Structurepoint, Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT
DOCUMENTS BEFORE SUBMITTING YOUR BID
r:AIN200341d61Ah.Repo'is S;eesASpccsVIN200306h I.CIAAddendum IAAddendum Ldae
SP-49—TOPSOIL
DESCRIPTION
A. minimum of 12 inches of topsoil shall be placed in the medians and on the inside of all roundabouts.
A minimum of six inches of topsoil shall be placed in all other seeded and/or sodded areas within the
construction limits.
A minimum of eighteen inches of topsoil shall he placed in all other seeded anti/or sodded areas on top
of structure backfill.
This work shall consist of the testing, placement, and installation of topsoil in accordance with these
requirements, the ]NDOT Standard Specifications, and as indicated on the plans.
MATERIALS
A. Materials shall be in accordance with the Special Provision - landscape Work'. Section 914,01 of the
INDOT Standard Specifications, and the following:
I. Sandy loam, natural or cultivated surface soil layer containing organic matter and sand, silt and
clay particles; friable, pervious. and black or a darker shade of brown. gray, or red than
underlying subsoil; reasonably free of subsoil, clay lumps, gravel; and other objects more than 2
nches (50 mm) in diameter and flee of weeds. roots. and other deleterious materials; acidity
range pH of 5.9 to 7-0; containing a minimum of 6% and a maximum of 25% organic matter.
B, Topsoil Source: Import topsoil or manufactured topsoil from off-site sources as necessary. Obtain
topsoil displaced fiom naturally well-drained construction or mining sites where topsoil occurs at
least 4 inches deep; do not obtain from hogs or marshes. On site soil may be used, provided it
complies with the requirements for topsoil listed herein.
C.. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory stating percentages of
organic matter: gradation of sand, silt. and clay content; cation exchange capacity; sodium
absorption ratio; deleterious material; p14; and mineral and plant-nutrient content of topsoil.
I. Report suitability of topsoil tier lawn and specified planting growth. State recommended quantities
of nitrogen, phosphorus. and potash nutrients and soil amendments to he added to produce a
satisfactory topsoil.
2. Sod-Testing Laboratory Qualifications: An independent laboratory. recognized by the State
Department of Agriculture. with the experience and capability to conduct the testing indicated
and that specializes in types of tests to be performed (such as A&L Great Lakes Laboratories,
Inc., 3505 Conestoga Drive, ft. Wayne, IN 46808, 260.483.4759).
D. Materials that do not meet these requirements shall not be incorporated into the work as topsoil.
CONSTRUCTION REQUIREMENTS
T0PSOn_ TS-49
IN-)030661
A. If existing soil suitable for amendment in accordance with Special Provision "Landscape Work" is
not available in sufficient quantities, Topsoil shall be furnished at the contract unit price for Topsoil.
B. Topsoil is to be placed on all plant beds, disturbed areas, and seeded or sod areas to the depths
indicated on the plans and in the Special Provision "Landscape Work.
C. Landscape Subcontractor shall inspect topsoil placed by Contractor and verify quality and depth.
Commencement of Landscape Work indicates acceptance of earthwork operations
METHOD OF MEASUREMENT
A. Topsoil will he measured by the cubic yard in accordance with Article 211.09.
BASIS OF PAYMENT
A. The accepted quantities of topsoil will be paid for at the contract unit price per cubic yard.
Common Excavation required to place the required depth of topsoil will not be paid for directly,
but will be included in the cost of other items.
13. Payment will be made under:
PAY ITEM UNIT
Topsoil Cubic Yard
TOPSOI I. TS-49
IN2003066I
SP-50—CREEK RELOCATION
The Contractor shall replace the existing 54" CMP. Structure Number 7. with the 60" Drainage
system between Structures 134 and 138 prior to any significant earth moving activity in the affected
area.
The Contractor is responsible for implementing and maintaining (laity erosion control measures
until the system is complete. The cost of implementing and maintaining these daily erosion control
measures will he paid for in the cost of other items.
The Vegetated Swale located between Stations 442+28.86 "E" and 51+15.43 "F" shall be
constructed and stabilized prior to use. Temporary seeding should be performed concurrently with the
placement of erosions control blankets. Permanent seeding shall he performed between July 15i0 and
October 1" permanent seeding is performed outside of these dates, the Contractor shall contact the
Engineer for approval.
Where the construction plans reference "Wetland Seed Mix" this planting plan shall he followed.
WETLAND PLANTING MIX
PERMANENT MIX
TECHNICAL NAME COMMON NAME SEED/OZ. V1'EIG1117 ",f.OF
ACRE(OZ.)_ PLANTS
Indropogon,gerardii Big bluestem 10,000 16 9.0%
Cares lranii Frank's Sedge 17.000 4 3.8%
Carer vulpinoidea Fox Sedge 1110.11110 2 11.2%
Ehamec ripariu.s Riverbank Wild Rye 2.900 16 2.6%
Elrmus vi ginicus Virginia Wild Rye 4.200 48 113%
Panicmn ri, atunr Prairie switch grass 14.11011 4 3.1%
S'orghasn'um iiutai.r Indiana grass 12.000 10 10,8%
Aster novae-ong/iue New England Aster 66.1100 I 37%
Cassia hehecarpa Wild Senna 1.400 6 D.5%
/Jelin/zci.c heliandroide■ False Sunflower 6,3110 3 1.1%
Pensrenwn digitalis Foxglove t3eardtongue 130.00l I 7.3%
Solidu,go riddelli Riddell's Goldenrod 93.000 2 10.4%
Pernwuia/'ascieulale Smooth Ironweed 24.000 3 2.7%
SUBTOTAL PERMANENT SEED 7.6 I-BS. 77.5%
TEMPORARY MIX
TECHNICAL NAME COMMON NAME SEED/OZ. U'L"IGI "I"/ 'Su OF _
ACRE(OZ.) PLANTS
Arend saliva Seed oats Rn0 15u 20.2%
E_chi nochlou crv.cgalli Barnyard grass 1,200 5 1.3%
SUBTOTAL TEMPORARY SEED 28.43 1.13S. 22.5%
TOTAL WET SEED MIX PER ACRE 36.03 LI35. 100.0%
CREEK RELOCATION TS-50
IN20030661
Where the construction plans reference "Wet to Mesic Prairie Seed Mix'' this planting plan shall he
followed.
WET TO MESIC PRAIRIE PLANTING MIX
PERMANENT MIX
fCIINICALNAML COMMON NAME. SEED/ WEIGLIV "/�OE
L
OZ. ACRE(OZ) PLANTS
Rcri hooka uL1 uhernilidia Wingstem 9.001) 12 2,21,,,
AnciEnpogon gerarrlii Big bluestent grass 10 000 42 8.61'%
Calamngrusliv caunrlmr.ci.s Blue jinni grass 2:33000 2 1 1.45%
Eirnms can ulensis Canada wild rye 5,20C !6 1.71"%
Fwrieum iirgamrrt Switch grass 14.000 4_I 1,1875,
Sarghusnfruu rnrtan. Indian grafts 12.1)011 2.5 0.62%
.Spa'lirra peerinata Prairie cord grass 6.600 10.5 1 42%
Aster ericoirles White heath aster 200.000 2.5 10.25",
Helenimn nrdldlru(3f] Sneezeweed 130,000 I.6 426%
tVrMarcia ri.4ndncu Prairie bergamot 711.00(1 1.0 1.44%
Rulihidu LE'MOM Yellow conc(lowcr 39000 4.4 2.71%
Rraf/e.'kw Iririn Black-eyed Susan (.2.1)01) 1.9 3,587b
Rudheckie luehrivar Wild golden glow 14.001) 2.5 (1.72%
Rrrdheckta srrhmmen tosu Sweet black-eyed susan 43.000 2.5 2 203i
Solidugr,pueeu Early goldenrod 290.0(10 I.5 5.9244,
Soli dago rigidu StilFgoldenrod 41.01111 2.5 2.1075
Solidrrg<,rurgosn Rough goldenrod 92.501) 3 2 6.07°;.,
SUplrirmr/mein i ill mn Compass plant 660 5.1 0.07:
-S1lpldntu lrrrchnrlhhracernn Prairie dock 1000 2 5 11.05%
Hahn tall iroiiweed 24000 3 8 1 877li
J%crnorr__iu all issinrrr Rrr+riohiclra
SUBTOTAL PERMANENT SEED 7.76 LBS. 71.46%
TEMPORARY MIX
TE-CHNICAI-NAME COMMON NAME SEED/ W'101d"I'GZ 1 °4,OF
OZ. ACRE PLANTS
Loliwu mrrThIIorrnru Annual rye 9.21)0 120 2.2.63
Arena stain[ Seed eats 81)0 360 5.904ii
SUIT"TOT Al_TEMI'OIRARY SEED 30 LBS_ 2854%
TOTAL RIPARIAN PLANTING MIX PER ACRE 37.76 LBS. 101H10
MAINTENANCE
Maintain for the following maintenance period by watering, weeding. fertilizing, and other
operations as required to establish healthy. viable plantings:
I. Maintenance Period: Three(3) months from date of.Substantial Completion.
CREEK RELOCATION TS-5D
'N2003066I
METHOD OF MEASUREMENT
Vegetated Swale Seed Mix will be measured by the pound.
BASIS OF PAYMENT
The accepted quantities of vegetated Swale seed mix will be paid for at the contract unit price per
pound.
Payment will be made under:
PAY ITEM UNIT
Wetland Planting Mix LBS
Wet to Mesie Planting Mix LBS
The cost of maintenance. including the removal of sediments, and removal of temporary erosion
and sediment control items shall he included in the cost of the respective items.
CREEK RELOCATION TS-50
IN20030661
SP-6l - BLANK
BLANK TS-61
1N20030661
SP-70 — BRIDGE MOUNTED STREET NAME SIGN
DESCRIPTION:
Work includes dimensional character signage.
SUBMITTALS:
The contractor shall submit product data for each type of product indicated as well as shop drawings:
Shop drawings shall show fabrication and installation details for sign elements such as sign mounting heights,
locations of supplementary supports to he provided by others, and accessories_ Additionally, contractor shall
provide a message list, with typestyles, graphic elements and layout for each sign. Samples must he provided:
submit a half-size dimensional character for each sign type and for each color and texture required.
CONSTRUCTION REQUIREMENTS:
Dimensional characters shall be manufactured from aluminum sheer and plate: ASTM 3 201;
(A STM 13 209M), alloy and temper recommended by aluminum producer and finisher for type of use and finish
indicated. and with at least the strength and durability properties of Alloy 5005-1132.
Dimensional characters' style shall be Helvetica Bold font, with characters 24" in height.
Fabricate 3" deep. reverse-channel characters. Form exposed faces and sides of characters to produce surfaces
free from warp and distortion. Include internal bracing for stability and attachment of mounting accessories.
Provide manufacturer's hardware for projection mounting of channel characters with front surface of letter at G"
distance from vertical mounting surface. Comply with the following requirements:
Aluminum Sheet: Not less than 0.090 inch (2.29 mm) thick.
Welded Connections: Comply with AWS standards for recommended practices in shop welding.
Provide welds behind finished surfaces without distortion or discoloration of exposed side. Clean
exposed welded surfaces of welding flux and dress exposed and contact surfaces.
Joints: Mill joints to tight. hairline fit. Pone joints exposed to weather to exclude water penetration.
Conceal fasteners if possible; otherwise, locate fasteners where they will he inconspicuous.
Anchors and Inserts: Provide nonferrous-metal or hot-dip galvanized anchors and inserts for exterior
installations and elsewhere as required for corrosion resistance. Use toothed steel or lead expansion-
holt devices for drilled-in-place anchors. Furnish inserts, as required. to be set into concrete work.
Finish: Painted —high performance, non-fading. baked enamel coating.
MANUFACTURERS:
Suhiect to compliance with requirements. provide products by one of the following:
ACE Sign Systems, Inc.
A. 12 K. Ramos.
ASI-Modulex, Inc.
13 wiling Graphics, Inc.
Gemini Incorporated.
BRIDGE MOUNTED STREET NAME SIGN `15-70
1N23030661
Innerface Sign Systems. Inc.
Mills Manufacturing Company.
Southwell Company(The).
ALUMINUM FINISHES:
Provide baked-enamel finish: AA-Cl2C42Klx (Chemical Finish: cleaned with inhibited chemicals:
Chemical Finish: acid-chromate-fluoride-phosphate conversion coating: Organic Coating: Thermosetting.
modified acrylic enamel primer/topcoat system complying with AAMi\ 2603 except with a minimum dry film
thickness of 1.5 mils (0.04 nun), medium gloss.). Apply baked enamel complying with paint manufacturer's
written instructions for cleaning, conversion coating, and painting.
Color: to match ICI faints color #501313 08/171 "Rich Navv
INSTALLATION:
Dimensional characters shall be mounted using standard fastening methods to comply with
manufacturer's written instructions for character form, type of mounting, wall construction, and condition of
exposure indicated. Provide heavy paper template io establish character spacing and to locate holes for fasteners.
Mount characters at projection distance iron wall surface indicated. All exterior grade Dimensional Letters shall
be installed via aluminum studs. Generally, three or four studs should be required for each letter. Contractor
shall install letters using a pattern (template) supplied by sign manufacturer based upon approved shop drawings.
Template will indicate locations to drill the necessary holes into the bridge rail. The studs shall be '/d' diameter
and 6" long and shall be threaded on one end. The non-threaded end shall be epoxy set into drilled holes in
concrete wall. Threaded end shall he fit into slotted holes in plates at the back of each letter, with lock washers
and nuts to secure the letter.
MI EFIIOII OF MEASUREMENT:
Signs will be measured by the number of complete bridge mounted street name sign units
installed.
BASIS OF PAYMENT:
The accepted quantities of signs will be paid for at the contract unit price per each complete
bridge mounted street name sign unit installed.
Payment will be made under:
Pay Item Pay Unit Symbol
Street Name Sign, Bridge Mounted, Decorative EACH
The cost of surface preparation, field drilled holes, furnishing and applying the material, labor,
equipment, and necessary incidentals shall be included in the cost of this work.
BRIDGE MOUNTED STREET NAME SIGN T5-70
IN2003066I
SP-93 - DECORATIVE STREET SIGNS
Street signs shall be installed at the locations indicated on the project plans and in accordance
with all INDOT and Carmel specifications.
All street signs shall be in accordance with details SS-I and SS-2 included with these technical
specifications. Text should be in accordance with text shown in details SS-3 through SS-4. All street
identification signs shall be two sided. CONTRACTOR shall prepare shop drawings for each proposed
sign and submit to ENGINEER for approval prior to sign fabrication.
UNIT COST
The cost of the decorative street sign assemblies shall be paid for as -Decorative Street Sign
Assembly. Installed" per unit price for each installed and shall include two double sided street
identification signs and surrounds, two arms, one sign post, one foundation, one finial. accessories and
all other related items required for installation.
The cost of the decorative street directional sign assemblies shall he paid for as "Decorative
Street Sign Assembly, Directional. Installed" per unit price for each installed and shall include one
single sided directional street sign and surround, sign post(s), foundation(s), finial(s). accessories, and all
other related items required for installation.
DECORATIVE STREET SIGNS TS-93
IN20030661