HomeMy WebLinkAboutKeystone and 126th 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 126th Street Interchange
Project#07-08D Project" at the office of the Clerk Treasurer, One Civic Square, Carmel, Indiana (City Hall)
10:00 AM Local Time on or before April 9, 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 126th Street Interchange, City
of Carmel Project#07-08D".
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 2nd Floor of City Hall (One Civic Square). All
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
126th Street, reconstruction of Keystone Parkway segments running north and south of the 126th Street
interchange and reconstruction of portions of 1261 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 - 1st 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
1' American Structurepoint, Inc. These files include full-size and half-size drawings, geotechnical report and
K. project specifications for Carmel Projects 07-083 and 07-08D. There will be no charge for the compact disc.
!/C` Paper copies of drawings and project manuals must be obtained from American Structurepoint, Inc., at the
address stated above, upon the payment of $300.00 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 126th Street
interchanges (Projects 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.
Electronic copies of such drawings and project manuals may be obtained from American Structurepoint, Inc.
These sets include full-size and half-size drawings. geotechnical report and project specifications placed on a
compact disc. There will be no payment required for the compact disc.
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 C. 5-16-7, and included in the Project Manual.
For special accommodations needed by handicapped individuals planning to attend the pre-bid conference or
_t public bid opening meeting, please call or notify the City of Carmel, Engineer's Office, at (317) 571-2441, at
least forty-eight (48) hours prior thereto.
No bidder may withdraw any bid or proposal within a period of thirty (30) days following the date set for receiving
bids or proposals. The Carmel Board of Public Works and Safety reserves the right to hold any or all bids or
proposals for a period of not more than thirty (30) days and said bids or proposal shall remain in full force and
effect during said period. The City of Carmel reserves the right to reject and/or cancel any and all bids,
solicitations and/or offers in whole or in part as specified in the solicitations when it is not in the best interests of
the governmental body as determined by the purchasing agency in accordance with IC 5-22-18-2
Diana L. Cordray
Clerk-Treasurer
Publication Dates: March 21st and 28th, 2008
Farm Prescribed by Slate Board of Accounts 900549-51 61 957 Col rat From No.99 I'(Rev. I'1871
• N
CITY OF CARMEL-TOPICS LEGA.LS To: INDIANA NEWSPAPERS
307 N PENNSYLVANIA ST - PO BOX ]45
COUNTY, INDIANA INDIANAPOLIS, IN 46206-0145
PUBLISHER'S CLAIM
LINE COUNT
Display Matter-(Must not exceed two actual lines, neither of which S .
shall total mere than four solid lines of the type in which the body
or the advertisement is set). Number or equivalent II Des
Head- Number of lines S .
Body- Number of lines S . S
Tail -Number of lines S -
Total number of lines In notice
COMPUTATION OF CHARGES
10!.0 lines 2.0 columns wide equals,2023)equivalent $ 99.38
lines at.492 cents per line
Charges for extra proofs Pit publication($1.00 for each proof in excess of two) 5 .00 5 .00
TOTAL AMOUNT OF CLAIM S
DATA FOR COMPUTING COST 5 .
Width of single column 7.83 ems Size of type.f_7 point S S .
Number of insertions LU 5 99.38
I'irrsuuwrl to 11re proarisirms thui thin penalties ofChapfer 155,Acts of I 253,
I hereby certify that the foregoing account is just and correct,that the amount claimed is legally due,alter
allowing all just credits, and that no part of the same has been paid.
_ I
DATE: 03/28/2008 ' ..-4 AL{Z'd(/1'�L/ Clerk
Title
9 00549-51 61 95 7 PUBLISHER'S AFFIDAVIT
— �,
PUBLIC NOTICES PUBLIC.NOTICES State of Indiana $S:
' . � �di Hamilton County
NOntETO INNERS
City of Carmel Indiana
:Notice Is hereby iven that the board of Public Works and
'Safety tor the Cite m Camel,Hamilton CWnxrv,YIndiana Win Personally appeared before ate, a notary public in and for said county and stale,
way and sealed Street Interchange lanrof n°SeFtaCnPrral�ectt
at the office of the Clad Treasurer, One Civic Seuate.
(armel,Indiana(City Hall)jsmo au meal Time an or Aetnre
Apr 9,aooL.andcommencinggassoo naspraetwblemm°" the undcasrgned Karen Mullins who, be ns duly staom,says that SHE is clerk
after on me same date such bids will be pbbcl g ened
and read aloud in the Council Chambers of City Had.Na late
bids will he accepted. of the Noblesville Ledger a newspaper of goner l circulation
All bids ore proposalianormse ydand with d^Oman silo 1
I epewted on the hich
Ss required lq specifications.thecSttela'Ind anaeShe Aid lemplope must -
besraledandhavethewords•am-keyysstone PaMwaY and printed and published in the English Language in the city of N013 LES VI IT I13 in state
126th Street interehan c.City Of Cannellrolect PSIAOO•. I
.A bid bond or sotto meek in an anmount not less Man ten
eacha.yAfoa tutme amount
Percent b tlN%ven�mbrnewenmd I and county aforesaid, and that the printed matter attached hereto is a I rue CON,
Percent payment a hand will
spayment that actual construction el all worivenidder.I
a intended mat sat as practice le all and pail bits I
snail be smiled as sow as pmmptAmW ana�h bean which was duly published in said paper for time s' between the dates of:
shall he repot a to eider promptly Into a e wain wlon, },I p I ( )
out furnish a event the award Is m bond,and bogie wok wire-I
A relaymoneaortat to dlcIsmade f him.
A pre-bid conference ar ether important of the Pm4en,the
Booro10tH requirements-and&cer !:Square?,imp allpromakers well tl 03l21126f18 and 113(28(2008 Cs-- �
bidding held Cu April sod at 900 AM in the Caucus Room on Vie.e
Boor en mooraged to attend!e pre-hid Aconference., der s,
Toe wing: consists al,but is not necessarily hinted to,tie //) � �
Constructs `J//
at the In
Construction Keystone Parkwaal ours 126th Interchange I C lerk
north and south of thKeystone 26th Street mterehanIetand reams 1 Title
MonNOn o 2ortl0ns Of 126th Street dlleclly eazt and west
jog meet will be NndedW the Lily of Carmel.�,n
4W4�aage rates for me Diem ahan am be lqa mantinemrrem' Su bscri bed anal sworn to before me on 03/28/2(11)8
ConsdhaacOone Wlagefes,Tni tanee In to ance with CC Siff
nornlsppeeecl�e accommodations etcnsanneened by handicapped •
sunliduals planning to attend the Oreoblm conference or 4 1 ,- ,',4/
e /w
Public bed opening mettle),please call orlwidy the City of I ee//���
Carmel Engineers Office at 13111 5r18u1,at least forty-
elgm(tenAOampdorthereto. - Notary Public
He bidder may withdraw are bid or mponal within a period
p
of proposals days Cannne Boat Board nvl Public Warts receiving Mds 11
reserves the right to hold any or all bide or proposals Irea I DENISE HAMBRITE
period 01 net more Phan thirty 00)days and said hide or NOTARY PUBLIC
rum proposal shall swain in full Pone are effect during said
Pgnad Tlk City of Cannel reserves the right to relict My commission expires:
aendlm cancel any and all Ards,smentaoions and/or otters in STATE QP INDIAN:I whole m In part an specified in the solicilab nes wlsen it is
not In the best interests of the,governmental body as deter-I
maned by the purchasnngagency in accordance with IC 122- MV COMMISSION EXPIRES FI#'e`. ?.2016
int
OianaL loo my
Gerkmasurer
(NLoIIL.l9-6i6list)
NOTICE TO BIDDERS
City of Carmel, Indiana
Notice is hereby given that the Board of Public Works and Safety for the City of Camel, Hamilton
County, Indiana will receive sealed bids for the above described "126`x' and Keystone Water Main
Relocation Project" at the office of the Clerk Treasurer, One Civic Square, Carmel, Indiana (City
Hall) until 10:00 a.m. Local Time on or before MAY 7, 2008, and commencing as soon as
practicable thereafter during the Board of Public Works Meeting 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 hid envelope must be sealed and have the words `BID — "1261h St & Keystone Avenue
Water Main Relocation".
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.
The Project consists of, but is not necessarily limited to, the following:
Water main replacemenlrelocation in conjunction with the Keystone Avenue & 126'x' Street Road
Improvements. Including the relocation/replacement of approximately 2200 LFT of 16"
horizontally directionally drilled HDPE water main,fittings, valves hydrants, water main connection
& some temporary restoration. Close coordination with the anticipated residential development
project in the same area will be required of the Contractor.
Contract Documents for the Project have been assembled into one bound project manual, which
together with drawings, may be examined at the following locations beginning on APRIL 21,2008:
Carmel Water and Wastewater Utilities CrossRoad Engineers, P.C.
760 3`d Avenue SW, Ste. 110 3417 S. Sherman Drive
Carmel, IN 46032 Beech Grove, IN 46107
(317) 571-2443 (317) 780-1555 ext. 12
Ann: John Duffy Ann: David F. !gammons
Copies of such drawings and project manuals must be obtained from CrossRoad Engineers, at the
address stated above, upon the payment of $50 for each set. These sets include full-size drawings.
Payment must be by check. NO CASH ACCEPTED. Make checks payable to CrossRoad
Engineers. All payments and costs of Contract Documents are non-refundable.
Bidders shall assure that 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 Cannel.
Wage rates for the Project shall not be less than the current prescribed scale of wages as determined by
the Common Construction Wage Committee in accordance with I.C. 5-16-7 and included in the Project
Manual.
A pre-bid conference for discussions of the Project, the bidding requirements and other important
matters will be held on WEDNESDAY, APRIL 30, at 1 :30 p.m in the Training Room on the 2nd
, Floor of Carmel Water Distribution Office (3450 W. 131" Street, Westfield, IN 46074 —NEC of 131"
St & Shelborne Road, Carmel). All prospective bidders are invited to attend the pre-bid conference.
The pre-bid conference is not mandatory.
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, Water Distribution
Office, at (317) 733-2855 at least forty-eight (48) hours prior thereto.
No bidder may withdraw any bid or proposal within a period of thirty (30) days following the date set
for receiving bids or proposals. The Cannel Board of Public Works and Safety reserves the right to
hold any or all bids or proposals for a period of not more than thirty (30) days and said bids or proposal
shall remain in full force and effect during said period. The City of Carmel reserves the right to reject
and/or cancel any and all bids, solicitations and/or offers in whole or in part as specified in the
solicitations when it is not in the best interests of the governmental body as determined by the
purchasing agency in accordance with IC 5-22-18-2.
Diana L. Cordray
Clerk-Treasurer
Publication dates: April 18, 2008 and April 25, 2008
Form Prescribed by Str:e Board of Accounts 900549-51 87860 General Form Vu.99 I'(Rev. 1 087)
CITY OF CARMEL-TOPICS LEGALS To: INDIANA NEWSPAPERS
307 N PENNSYLVANIA ST - PO BOX 145
COUNTY, INDIANA INDIANAPOLIS, IN 46206-0145
PUBLISHER'S CI.,AIM
LINE COUNT
Display Matter-(Must not exceed two actual lines, neither of which S
shall total more than four solid lines of the type in which the body
of the advertisement is set). Number of equivalent lines
Head- Number of lines S
Body-Number of lines S S
'fail - Number of lines S
Total number of lines in notice
COMPUTATION OF CHARGES
93.0 lines 10 columns wide equals I86.0 equivalent S 91.52
lines at.492 cents per line
Charges for extra proofs of publication(S 1.00 for each proof in excess of two) 5 .00 S .011
TOTAL AMOUNT OF CLAIM S
DATA FOR COMPUTING COST S
Width of single column 7.83 ems Size of type 5.7 point S S
Number of insertions 1.0 S 91.52
Pursuant to the provisions and penalties of Chapter 155,Acts of/95.3,
I hereby certify that the foregoing account is just and correct,that the amount claimed is legally due,after
allowing all just credits, and that no part of the same has been paid.
DATE: 04/25/2008 • � ,1. - Clerk
Tide
900549-5187860 PUBLISHER'S AFFIDAVIT
State of Indiana SS:
Hamilton County
Personally appeared before me,a notary public in and for said county and state.
the undersigned Karen .Mullins who, being duly sworn,says that SHE is clerk
of the Noblesville Ledger a newspaper of general circular ion
printed and published in the English language in the city of NOI3LESVILLE in state
and county aforesaid,and that the printed matter attached hereto is a true copy,
which was duly published in said paper for 2 time(s),between the dates of:
• 04118/21108 and 04/25/2008 /
4427;' Clerk
Title
Subscribed and sworn to before me on 94/25/2008
j d.t-3
Notary Public
DENISE HAMBRITE
Form 05-REV 1-88 My commission expires: NOTARY PUBLIC
SEAL
STATE OF INDIANA
MY COMMISSION EXPIRES Fobruary 28,2016
CITY OF CARMEL
ADDENDUM NO.
Keystone Parkway& 126t Street
Project. No. 07-08D
April I, 2008
To All Plan Buyers of Record:
Item I: This is to advise all bidders that PAR'( 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 Item 48 Excavation, Common has been revised
The quantity for I1cm 415 Subgrade Treatment Type I has been revised
The quantity for Item #69 Concrete Roll Curb has been revised
Item #79 Mulched Seeding, U has been deleted
The quantity for Item #96 Pipe, Reinforced Concrete, Circular, 12 IN has been revised
The quantity for Item #97 Pipe, Reinforced Concrete, Circular, 15 IN has been revised
The quantity for Item#108 Aggregate for Underdrains has been revised
The quantity for Item #109 Geotextiles for Underdrains has been revised
The item description for Hein 41 13 Inlet, E7 has been revised to be Catch Basin, E7
The quantity lilt- Item #128 Manhole, M4 has been revised
The quantity for Item#149 Construction Sign,A has been revised
The quantity for Rein#163 Sign, Sheet.. Encapsulated Lens with legend. 0.080 IN has been
revised
Item # 236 has been deleted
The pay unit for Item#274 has been revised to be SET
Item #282 Pipe, PVC, 6 IN has been added
Item #283 Inlet, B15 has been added
Item#284 Seed Mixture Type U has been added
Item #285 Mulching Material has been added
Item #286 Fertilizer has been added
Item 2: This notice is to advise all bidders that SP-3 I Clearing of Right of Way 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-39 Chemical Modification of Soils has been revised.
Please substitute the attached SP-39 with the one in your copy of the contract hook.
P:VN241031dni11E.Itcpnrts_Spccx\S1ccgl[N20100661 C2■Addendum A IAAddrudum 1 doe
Item 4: 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 5: 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 6: 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 7: This notice is to advise all bidders that SP-]03 Capped Inlet has been added. Please insert the
attached SP-103 in your copy of the contract book.
Item 8: 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 9: [his notice is to advise all plan holders that Road Plans Typical Cross Section plan sheets have
been revised. Please substitute the attached sheet #'s 3 & 5-9 with the plan sheets in your copy of the
plan set.
Item 111: This notice is to advise all plan holders that the Road Plans Miscellaneous Details plan sheets
have been revised. Please substitute the attached sheet #'s 12 with the plan sheets in your copy of the
plan set.
Item 11: This notice is to advise all plan holders that the Road Plans Plat No. I plan sheets have been
revised. Please substitute the attached sheet#'s 17 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 Maintenance of Traffic plan sheets
have been revised. Please substitute the attached sheet 19 & 35 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 Plan and Profile plan sheets have
been revised. Please substitute the attached sheet #'s 41-46 with the plan sheets in your copy of the plan
set.
Item 14: This notice is to advise all plan holders that the Road Plans Ramp Profile plan sheet have been
revised. Please substitute the attached sheet #'s 50-51 with the plan sheets in your copy of the plan set.
Item IS: This notice is to advise all plan holders that the Road Plans Construction Detail plan sheets
have been revised. Please substitute the attached sheet#'s 53-57, 59-61 & 63 with the plan sheets in
your copy oldie plan set.
Item 16: This notice is to advise all plan holders that the Road Plans Subsurface Drainage Details plan
sheet has been revised. Please substitute the attached sheet # 69 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 Retaining Wall details plan sheets
have been revised. Please substitute the attached sheet #'s 85-86 & 88with the plan sheet in your copy of
the plan set.
Item 18: This notice is to advise all plan holders that the Road Plans Structure Data Table plan sheet
has been revised. Please substitute the attached sheet#'s 1 19 & 120 with the plan sheet in your copy of
the plan set.
I ircuevu66]ll'.Rdwrts 5j' c\5ixrs1IN20U3066LC2'Addendum 41•Wdcndum 1 doc
Item 19: 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 122-173 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 oldie revised hid tab
please send an email request to sbalog@structurepoint.com
strueturepoint.com
Should you desire to submit a bid, please do so on the basis of the information set out above.
.1. Samuel Balog, PE
American Structurepoint. Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKNOWLEDGE TIIIS CONTRACT REVISION IN THE CONTRACT
DOCUMENTS BEFORE SUBMIT PING YOUR BID
P:UN2003066IAI Repwns_Specs ASpecsA!N20030OOLC2,Addcndmn NIAddendun Idoc
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-090
Keystone Parkway and 126th Street Interchange
INEDM DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1
2 MOBILIZATION AND DEMOBILIZATION LS 1
3 CLEARING RIGHT OF WAY LS 1
4 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1
5 PAVEMENT REMOVAL SYS 14.933
6 GUARDRAIL.REMOVE LET 492
7 CENTER CURB.CONCRETE.REMOVE SYS 109
8 EXCAVATION,COMMON CYS 87.194
9 EXCAVATION,UNCLASSIFIED CYS 4,900
10 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET EACH 55
PROTECTION
11 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 46
12 TEMPORARY DITCH INLET PROTECTION EACH 12
13 TEMPORARY SEDIMENT TRAP TON 239
14 TEMPORARY SILT FENCE LET 1.429
15 SUEGRADE TREATMENT.TYPE I SYS 44685
16 B BORROW CYS 2,830
17 STRUCTURE BACKFILL,TYPE 1 CYS 15.204
18 STRUCTURE BACKFILL,TYPE 3 CYS 6,503
19 COMPACTED AGGREGATE.NO,53,BASE TON 9.076
20 SUBBASE FOR PCCP CYS 1.522
21 DENSE GRADED SUBBASE CYS 12
22 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAYS TON 58
23 MILLING,ASPHALT,1 1/2IN. 5YS 11,678
24 PROFILOGRAPH.HMA LS 1
25 HMA SURFACE.TYPE A TON 136
26 HMA SURFACE,TYPE C TON 770
27 HMA INTERMEDIATE,TYPE A TON 414
28 HMA INTERMEDIATE,TYPE C TON 1,119
29 HMA INTERMEDIATE.OG,TYPE C TON 1,185
30 HMA BASE,TYPE C TON 3.059
31 HMA INTERMEDIATE,OG,TYPED TON 4.430
32 HMA FOR TEMPORARY PAVEMENT TON 4,756
33 HMA SURFACE,TYPE O TON 3,225
34 HMA INTERMEDIATE,TYPED TON 3.410
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-080
Keystone Parkway and 126th Street Interchange
INS DESCRIPTION UNIT QUANTITY PRICE TOTAL
35 HMA BASE,TYPED TON 13.681
36 HMA WEDGE AND LEVEL,TYPED TON j 271
37 ASPHALT FOR TACK COAT TON 38
38 CORING,PCCP LS 1
39 PCCP. 12 IN. SYS 5,831
40 PCCP TRUCK APRON.7 IN. SYS 535
41 PCCP.4 IN. SYS 202
42 D-1 CONTRACTION JOINT LFT 3.975
43 PCCP PATCHING,FULL DEPTH SYS 109
44 CONCRETE IMPRINTING SET 8,496
45 GUARDRAIL TRANSITION TYPE TGB EACH 1
46 IMPACT ATTENUATOR,R2,W 1,TL-3 EACH 2
47 IMPACT ATTENUATOR,R2,W2.TL-3 EACH 2
48 IMPACT ATTENUATOR SPARE PARTS PACKAGE.R2.WI.TL-3,STAGE 1 EACH 2
49 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,WI,TL-3.STAGE 2 EACH 2
50 IMPACT ATTENUATOR SPARE PARTS PACKAGE.R2.W2.TL-3.STAGE 1 EACH 2
51 IMPACT ATTENUATOR SPARE PARTS PACKAGE,R2,W2,TL-3,STAGE 2 EACH 2
.52 GUARDRAIL END TREATMENT.OS EACH 1
53 GUARDRAIL END TREATMENT.OS,SPARE PARTS PACKAGE.STAGE 1 EACH 1
54 GUARDRAIL END TREATMENT.OS,SPARE PARTS PACKAGE,STAGE 2 EACH 1
55 ORNAMENTAL RAILING LFT 3.362
56 BARRIER DELINEATOR EACH 54
57 FENCE.FARM FIELD.47 IN. LFT 316
58 CURB RAMP,CONCRETE.C SYS 114
59 CURB RAMP.CONCRETE,G SYS 44
60 CURB RAMP,CONCRETE,L SYS 45
61 CONCRETE SIDEWALK,4 IN, SYS 271
62 INTEGRAL CONCRETE CURB LFT 495
63 CONCRETE CURB.MODIFIED LFT 628
64 CURB AND GUTTER.B LET 1,022
65 CURB AND GUTTER TYPE II LFT 2710
66 CURB AND GUTTER.B,MODIFIED LFT 5200
67 CURB AND GUTTER TYPE III LFT 611
68 CURB TURNOUT EACH 1
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
69 CONCRETE ROLL CURB LET 567
70 INTEGRAL CONCRETE CURB,TYPE B LFT 1,889
71 HMA FOR APPROACHES,TYPE A TON 395
72 PCCP FOR APPROACHES.6 IN. SYS 101
73 GEOTEXTILES SYS 123
74 RIPRAP,CLASS 1 TON 22
75 RIPRAP,REVETMENT TON 46
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
77 MULCHED SEEDING.T,CONVENTIONAL MIX SYS 6,774
78 EROSION CONTROL BLANKET SYS 107
79
80 WATER kGAL 33
81 TOP SOIL CYS 5,176
82 SODDING.NURSERY SYS 8.223
83 IRRIGATION CONDUIT LET 500
84 CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
85 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 2,643
86 MODIFIED PS-2 BRIDGE RAIL,TYPE I LET 1,227
87 MODIFIED 33 IN.BRIDGE RAIL LFT 2.159
88 ANTI-GRAFFITI PROTECTIVE COATING SET 60.425
89 SURFACE SEAL SET 36.540
90 CUT WALL B SET 10,723
91 CUT WALL C SET 10,954
92 TEMPORARY RETAINING WALL LS 1
93 PIPE.REINFORCED CONCRETE.CIRCULAR,36 IN. LFT 83
94 PIPE,TYPE 4.CIRCULAR,6 IN. LET 7,313
95 PIPE,UNDERDRAIN OUTLET,6IN. LET 159
96 PIPE.REINFORCED CONCRETE,CIRCULAR,12 IN, LET 710
97 PIPE.REINFORCED CONCRETE.CIRCULAR.15 IN. LET 1,044
98 PIPE,REINFORCED CONCRETE,CIRCULAR. 18 IN. LET 1.292
99 PIPE.REINFORCED CONCRETE,CIRCULAR,24 IN, LET 1,092
100 PIPE,REINFORCED CONCRETE.CIRCULAR.42 IN. LFT 120
101 PIPE,REINFORCED CONCRETE.CIRCULAR.48 IN. LFT 750
102 PIPE,REINFORCED CONCRETE,CIRCULAR,60 1N LFT 1.226
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08D
Keystone Parkway and 126th Street interchange
ITEM PRICE
NO. DESCRIPTION UNIT QUANTITY TOTAL
102 PIPE.REINFORCED CONCRETE.CIRCULAR.66 IN LFT 319
104 CONCRETE ANCHOR.48 IN. EACH 1
105 VIDEO INSPECTION FOR PIPE LFT 6,677
100 OUTLET PROTECTOR,2 EACH 6
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000
108 AGGREGATE FOR UNDERDRAINS CYS 791
109 GEOTEXTILES FOR UNDERDRAIN 5YS 8.6818
110 A2000 6 IN.PVC.PERFORATED LFT 3.300
111 CASTING,ADJUST TO GRADE EACH 2
112 CAP INLET EACH 2
113 CATCH BASIN,E7 EACH 4
114 INLET,J10 EACH B
115 INLET.M10 EACH 3
116 INLET,R13 EACH 1
117 CATCH BASIN.810 EACH 13
116 MANHOLE.C4 EACH 15
119 MANHOLE.C7 EACH 1
120 MANHOLE.F4 EACH 1
121 STRUCTURE.MANHOLE.RECONSTRUCT LFT 11
122 MANHOLE.N4 EACH 1
123 MANHOLE.N15 EACH 3
124 MANHOLE.L4 EACH 5
125 MANHOLE,010 EACH 2
126 MANHOLE,114 EACH 3
127 MANHOLE,K5 EACH 1
128 MANHOLE,M4 EACH 2
129 MANHOLE.J4 EACH 3
130 CATCH BASIN,C15 EACH 1
131 MANHOLE.MS EACH 1
132 MANHOLE,M15 EACH 3
133 MANHOLE,J15 EACH 2
134 CATCH BASIN.HA-5 EACH 10
135 MASONRY COATING 5FT 36,540
136 CONCRETE STAINING SET 23,855
PART 3
CONTRACT ITEMS AND UNIT PRICES
City or Carmel
Project No,07-080
Keystone Parkway and 1.26th Street Interchange
ITEM UNIT OUANTITY PRISE TOTAL
137 FACE PANELS.CONCRETE SET 15.991
138 WALL ERECTION SET 15,991
139 LEVELING PAD.CONCRETE LFT 1.222
140 COARSE AGGREGATE,NO.8 TON 49502
141 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 572
142 MODULAR BLOCK WALL ERECTION SYS 572
143 TEMPORARY PAVEMENT MESSAGE MARKING.LANE INDICATION ARROW EACH 1
144 CONSTRUCTION SIGN.0 EACH 2
145 ROAD CLOSURE SIGN ASSEMBLY EACH 6
146 TEMPORARY PAVEMENT MARKING,REMOVABLE,41N. LFT 17,982
147 TEMPORARY PAVEMENT MARKING,REMOVABLE,B IN. LFT 0,559
148 DETOUR ROUTE MARKER ASSEMBLY EACH 18
149 CONSTRUCTION.SIGN,A EACH 44
150 CONSTRUCTION SIGN.B EACH 5
151 FLASHING ARROW SIGN DAY 510
152 MAINTAINING TRAFFIC L5 1
153 BARRICADE,III-A LFT 228
154 BARRICADE, Ill-B LFT 96
155 TEMPORARY TRAFFIC BARRIER.TYPE 1 LET 3,090
156 TEMPORARY TRAFFIC BARRIER,TYPE 1.ANCHORED LFT 296
157 TEMPORARY TRAFFIC BARRIER,TYPE 2.ANCHORED LET 2.725
158 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
159 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 500
160 SIGN.PANEL,WITH LEGEND SET 160
161 SIGN,SHEET,RELOCATE EACH 3
162 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 8
163 SIGN.SHEET.ENCAPSULATED LENS WITH LEGEND.0.080 IN. SFT 237
164 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0,100 IN, SET 136
165 STRUCTURAL STEEL,BREAKAWAY LBS 1.352
166 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
167 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 4
1E8 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
169 WIRE,NO.4 COPPER.IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 11C LFT 167
170 CONDUIT,PVC.2 IN. LFT 167
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
O
171 CONDUIT.STEEL,GALVANIZED.2 IN. LFT 965
172 WIRE,NO.4 COPPER.IN PLASTIC DUCT,IN CONDUIT,4 1/C LFT 965
173 HANDHOLE,LIGHTING EACH 9
174 LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT. EACH 30
175 JUNCTION BOX EACH 2
176 WIRE.NO.4.COPPER,IN PLASTIC DUCT,IN TRENCH.4 1/C LET 6,535
177 UNDERPASS CIRCUIT INSTALLATION,I LUMINAIRE EACH 2
178 SERVICE POINT.II EACH 2
179 TRANSITION FITTINGS.GALVANIZED STEEL CONDUIT TO PLASTIC EACH 4
180 CONNECTOR KIT,UNFUSED EACH 34
181 CONNECTOR KIT,FUSED EACH 34
182 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 81
183 MULTIPLE COMPRESSION FITTING.WATERPROOFED EACH 20
184 INSULATION LINK,NONWATERPROOFED EACH 68
185 INSULATION LINK.WATERPROOFED EACH 36
186 CABLE DUCT MARKER EACH 14
187 POLE CIRCUIT CABLE. 1 C NO.10 STRANDED COPPER LET 2.160
188 CABLE INTERDUCT LFT 1.355
189 HANDHOLE EACH 5
190 LUMINAIRE.ROADWAY,METAL HALIDE.250 WATT,PORT HURON EACH 21
191 LUMINAIRE,ROADWAY.METAL HALIDE.250 WATT.MONGOOSE EACH 13
192 LUMINAIRE,UNDERPASS.WALL MOUNTED.METAL HALIDE, 150 WATT EACH 2
193 LIGHT FOUNDATION,BRIDGE MOUNT.WITH GROUNDING EACH 4
194 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM.BREAKAWAY BASE EACH 13
195 LIGHT POLE,311 FT.E.M.H..8 FT.MAST ARM.TRANSFORMER BASE. EACH 17
DECORATIVE POLE.MAST ARM.AND BASE
196 LIGHT POLE,15 FT.E.M.H..4 FT.MAST ARM,TRANSFORMER BASE, ' EACH 4
DECORATIVE POLE,MAST ARM.AND BASE
197 LINE.THERMOPLASTIC.DOTTED.YELLOW.4 IN..2 FT.LINE. LFT 52
198 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
199 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK.WHITE,24 IN. LFT 380
200 LINE,EPDXY.SOLID.WHITE.4 IN. LFT 2,516
201 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 2,650
202 TRANSVERSE MARKING.REMOVE LFT 53
203 LINE.THERMOPLASTIC,BROKEN,WHITE.4 IN. LFT 2,586
204 LINE.THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 8.546
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Gannet
Project No.07-080
Keystone Parkway and 126th Street interchange
ITEM V. DESCRIPTION UNIT QUANTITY FRNCE TOTAL
205 LINE,THERMOPLASTIC,SOLID.WHITE,8 IN. LFT 2,586
206 LINE,THERMOPLASTIC.SOLID,WHITE,24 IN, LET 239
207 LINE,PAINT.BROKEN,WHITE.4 IN. LFT 1.586
208 LINE,PAINT.SOLID,WHITE,41N, LFT 7.764
209 LINE.PAINT.SOLID,YELLOW,4 IN. I LET 7.118
210 LINE.REMOVE LET 1.875
211 TRANSVERSE MARKINGS.EPDXY,SOLID,YELLOW,CROSSHATCH LFT 60
212 LINE.EPDXY,SOLID,WHITE,6IN, LFT 309
213 PAVEMENT MESSAGE MARKINGS,EPDXY.LANE INDICATIONS ARROWS EACH 2
214 PAVEMENT MESSAGE MARKINGS,EPDXY,FISHHOOK LANE INDICATION EACH
ARROWS
215 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 798
216 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN, LFT 9,791
217 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID YELLOW. LFT 97
CROSSHATCH
218 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE.24 IN. LFT 28
219 TRANSVERSE MARKINGS,THERMOPLASTIC.'SHARKS TEETH" LFT 100
220 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,LANE INDICATION EACH 4
ARROW
221 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.WORD{ONLY) EACH 4
PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE
222 EACH 4
INDICATION ARROWS
223 SNOWPLOWADLE RAISED PAVEMENT MARKER EACH 240
224 LINE,THERMOPLASTIC,SOLID.YELLOW,B IN. LFT 575
225 LINE,THERMOPLASTIC,BROKEN,WHITE.12 IN.,3 FT.STRIPE-3 FT.GAP LFT 126
226 LINE,THERMOPLASTIC,BROKEN.WHITE.6 IN.,3 FT.STRIPE-3 FT.GAP LET 63
227 LINE,EPDXY,SOLID,YELLOW,BIN. LET 638
228 LINE.THERMOPLASTIC,DOTTED,WHITE,4 IN„2 F'1',LINE,4 FT, LFT 58
229 RETAINING WALL.MOCK UP LS 1
230 BRIDGE RAIL MOCK LIP LS 1
231 FLAT-WORK MOCK UP LS 1
232 FORMLINER,WALL PANELS SFT 37.666
233 FORMLINER,MODIFIED P5-2 RAILING FOR ROADWAYS.FRONT FACE LFT 2.159
234 FORMLINER.33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LET 1,227
235 CONTROLLER,RESET TIMING EACH 2
236
237 CONTROLLER,REWIRE EACH 2
238 TRAFFIC SIGNAL HEAD,3-SECTION.LED(G.Y,R,) EACH 2
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-080
Keystone Parkway and 126th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PENCE TOTAL
239 TRAFFIC SIGNAL HEAD,3 FACE,121N.RED,AMBER ARROW,GREEN EACH 5
ARROW
240 TRAFFIC SIGNAL HEAD,5-SECTION.LED(G.Y.R.GA.YA1 EACH 1
241 18114 ROADWAY LOOP WIRE LFT 484
242 SIGNAL CABLE 54114 GA LFT 303
243 SIGNAL CABLE 78114 GA LFT 40
244 SIGNAL CABLE 28116 GA.SHIELDED LET 476
245 DETECTOR HOUSING EACH 1
246 SAWCUT FOR ROADWAY LOOP 8 SEALANT LFT 158
247 LOAD SWITCH EACH 1 1
BRIDGE ITEMS
248 CONSTRUCTION ENGINEERING LS 1
249 MOBILIZATION AND DEMOBILIZATION LS 1
250 EXCAVATION,DRY CYS 85
251 B BORROW CYS 29
252 AGGREGATE FOR END BENT BACKFILL CYS 116
253 DENSE GRADE[?SUBBASE CYS 45
254 CONCRETE IMPRINTING SFT 7452
255 ORNAMENTAL RAILING LET 207
256 CURB,INTEGRAL,CONCRETE LFT 171
257 REINFORCED CONCRETE BRIDGE APPROACH SYS 270
258 GEOTEXTILES SYS 318
259 DYNAMIC PILE LOAD TEST EACH 2
260 TEST PILE,RESTRIKE EACH 2
261 TEST PILE EACH 2
262 PILE TIP.STEEL H EACH 60
263 PILE TIP,STEEL H,HP 12 X 74 LET 4,680
264 CONCRETE,A,SUBSTRUCTURE CYS 190
265 CONCRETE,B.FOOTINGS CYS 89
266 REINFORCING BARS LBS 55,734
267 REINFORCING OARS.EPDXY COATED LBS 182,386
268 CONCRETE,C,SUPERSTRUCTURE CYS 849
269 CONCRETE.C.RAILING CYS 39
270 STRUCTURAL MEMBERS.CONCRETE I-BEAM.II.36 IN.X 12 IN. LFT 1,642
271 SURFACE SEAL SET 15.160
PART 3
CONTRACT ITEMS AND UNIT PRICES
Oily of Carne!
Project No.07-060
Keystone Parkway and 126th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
272 ANCHOR PLATE.AP I EACH 64
273 PIPE.END BENT DRAIN.6IN. LFT 424
274 MASONRY COATING SIFT 5,390
275 CONDUIT,PVC,2 IN_ LFT 215
276 CONCRETE STAINING SET 277
277 STREET NAME SIGN.BRIDGE MOUNTED.DECORATIVE EACH 2
278 FORMLINE,SPECIALTY,CITY SEAL EACH 2
279 FORMILINER,BRIDGE RAIL,REAR FACE LFT 207
280 FORMILINER,BRIDGE RAIL.FRONT FACE LET 207
282 PIPE,PVC,B IN. LET 41
283 INLET.B15 EACH 1
284 SEED MIXTURE.TYPE U LBS 422
285 MULCHING MATERIAL TON 6
286 FERTILIZER TON 1
TOTAL:
281 (PRICE ADJUSTMENT FOR ARCHITECTURAL SURFACE COATINGS EFT 23,855
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
SF-31 — CLEARING RIGHT-OF-WAY
No direct payment will be made For removal of any item other than those included in the
itemized bid. Cost of removing all existing trees; signs, fences, curbs, sidewalks, pipes, drainage
structres, and any other encumbrance or obstruction within the right-of-way which interferes in any
way with the new construction shall be included in the cost of clearing right-of-way.
An early clearing contract has been let to remove existing trees within the project limits. The
Contractor is responsible for verifying the existing conditions of the site prior to hid.
CLFARING RIGHT-OF-WAY TS-31
IN2003066I
SI'-39—CHEMICAL MODIFICATION OF SOILS
The Standard Specifications are revised as follows:
SECTION 215, BEGIN LINE 107. DELETE AND INSERT AS FOLLOWS:
Construction traffic or equipment shall not he on the treated soils within 72 Ir 24 h after
compaction. The placement of compacted aggregate base on top of die heated soils shall proceed
Jarward along the roadway and cunt/meted in accordance with 301. Even' effint chilli be mach. not to
damage the chemically modified soils. When modified snbgrade shows a inning depth of 1 in..
cotrslrttciion traffic shall be suspended and wailing period may be extended.
CHEMICAL MODIFICATION OF SOILS "IS-39
IN3003066!
SI'-49—TOPSOIL
DESCRIPTION
A. minimum of]2 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
constructi On Ii Ill its.
A minimum of eighteen inches of topsoil shall be placed in all other seeded and/or sodded areas on top
of structure back lill.
This work shall consist of the testing, placement, and installation of topsoil in accordance with these
requirements. the INDOT 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 die
INDOT Standard Specifications. and the following:
1. 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
inches (50 mm) in diameter and free 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.
f3. Topsoil Source: Import topsoil or manufactured topsoil from off-site sources as necessary. Obtain
topsoil displaced from naturally well-drained construction or mining sites where topsoil occurs al
least 4 inches deep; do not obtain from bogs 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; pH; and mineral and plant-nutrient content of topsoil.
Report suitability of topsoil for lawn and specified planting growth. State recommended quantities
of nitrogen, phosphorus, and potash nutricros and soil amendments to he added to produce a
satisfactory topsoil.
2. Soil-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. 1Wayne, IN 46808. 260.483.4759).
D. Materials that do not meet these requirements shall not be incorporated into the work as topsoil.
CONSTRUCTION REQUIREMENTS
TOPSOIL TS-49
1N2003066I
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 be 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 wit] be included in the cost of other items.
B. Payment will be made under:
PAY ITEM UNIT
Topsoil Cubic Yard
TOPSOIL
[N200$066]
SP-711 — BRIDGE MOUNTED STREET NAME SIGN
I)Ese It IPTI ON:
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 be 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 sheet and plate: AS I'M B 209
(AS'l'M B 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 5005-1-132.
Dimensional characters' style shall be Helvetica Bold font. with characters 24" in height.
Fabricate 3" deep. reverse-channel characters. Fore exposed faces and sides of characters to produce surfaces
lieu 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 6"
distance from vertical mounting surface. Comply with the following requirements:
Aluminum Sheet: Not less than 0.090 inch 12.29 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. Form joints exposed to weather to exclude water penetration.
Conceal fasteners if possible; otherwise,locate fasteners where they will be inconspicuous.
Anchors and Inserts: Provide nmdcrmus-metal or hot-dip galvanized anchors and inserts for exterior
installations and elsewhere as required for corrosion resistance. Use toothed steel or lead expansion-
bolt devices for drilled-in-place anchors. Furnish inserts, as required, to be set into concrete work.
Finish: Painted—high performance. non-lading. baked enamel coating.
MANUFACTURERS:
Subject to compliance with requirements, provide products by one of the following:
ACE Sign Systems, Inc.
A. R. K. Ramos.
ASI-Modulex, lac.
Bunting Graphics, Inc.
Gemini Incorporated.
BRIDGE MOUNTED STREET NAME SIGN TS-70
IN20030663
[nnerface Sign Systems. Inc.
Mills Manufacturing Company.
Southwell Company(The).
ALUMINUM FINISHES:
Provide baked-enamel finish: AA-CI 2C42R1x (Chemical Finish: cleaned with inhibited chemicals;
Chemical Finish: acid-chromate-fluoride-phosphate conversion coating: Organic Coating: Thermosetting.
modilied-acrylic enamel primedtopcoat system complying with AAMA 2603 except with a minimum dry film
thickness of 1.5 mils (0.04 mm), medium gloss.). Apply baked enamel complying with paint manufacturer's
written instructions for cleaning.conversion coating. and painting.
Color: to match ICI Paints color it50BB 0S/171 "Rich Navy-.
INSTALLATION:
Dimensional characters shall be mounted using standard fastening methods to comply with
maufacturer's written instructions for character farm, type of mounting, wall construction, and condition of
exposure indicated. Provide heavy paper template to establish character spacing and to locate holes for fasteners.
Mount characters at projection distance from wall surface indicated. All exterior grade Dimensional Letters shall
he 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 34- 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 cad shall be fit into slotted holes in plates at the back of each letter, with lock washers
and nuts to secure the letter.
MIiTIIOD 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 he 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 she]1 be included in the cost of this work.
FIR EDGE MOUNTED STREET NAME SIGN 7S-70
IN200:06f I
SP X93 —DECORATIVE STRIVET SIGNS
Street signs shall be installed at the locutions indicated on the project plans and in accordance
with all ENDOT and Carmel specifications_
All street signs shall be in accordance with details SS-1 and SS-2 included with these technical
specifications. Text should be in accordance with text shown in details SS-3 through SS-4. All sheet
identification signs shall he two sided. CONTRACTOR shall prepare shop drawings for each proposed
sign and submit to ENGINEER for approval prior to sign fnhrication.
UNIT COST
The cost of the decorative street sign assemblies shall he 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 kit 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), toundation(s), finial(s). accessories, and all
other related items required for installation.
DECORATIVE STREET SIGNS "I'5-93
IN20030661
CITY OF CARMEL
ADDENDUM NO. 3
Keystone Parkway & 120 Street
Project. No. 07-08D
April 7, 2008
To All Plan Buyers of Record:
Item I: Clarification on Open Graded HMA
The PG Binder to be used with HMA Intermediate; OG, Type C & H MA 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 hid, please do so on the basis of the information set out above.
.I. Sam Balog, PE
American Structurepoini, Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKNOWLEDGE TEAS CONTRACT REVISION IN TILE CONTRACT
DOCUMENTS BEFORE SUBMITTING YOUR BID
Pi N2llo3∎U661 H ItepnrIs_SpecsA SpecsVIN20i1111661.(.72\Addenzlum 71Addendum 3-1A-US1)