HomeMy WebLinkAboutKeystone and 136th aniftra
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Cl t< -o ARMEL
(A,mns BRAINARD, MAYOR
November 19, 2008
MEMORANDUM
TO: Board of Public Works
FROM: Michael T. McBride. P.E.
City Engineer
RE: 130 & Keystone Avenue Interchange
On behalf ofthe Department of Engineering I recommend that the Board of Public Works
(BPW) award the I361i1 Street and Keystone Avenue Interchange Construction to Walsh
Construction Co. Bids were opened at the October 15, 2008 BPW and based upon our review
Walsh Construction Co. was the lowest and most responsible bidder for the project. I have
attached a copy of the bid evaluation and recommendation from American Structurepoint.
Ilrrnr,rail x r OF ICNCINFERINC
ONE CIVIC SQUARE. CARMiei.. IN 46032 C)nicN 317.571.211 1 FAX 317 571.2439
EmALL cnginai•fingIJ,annul in.gn■
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AMERICAN 7260 Shadeland Station, Indianapolis, Indiana 46256
�■ STRUCTUREPOINT TEL 317.547.5580 FAX 317.543.0270
i Ne. w v\v.stntclurepoint.com
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M E M O R A N D U M
DATE: October 17, 2008
TO: Mike McBride, PE
FROM: Brian Fuller, PE
RE: Keystone Avenue Project - Projects 07-08F
Cc: Jeremy Kashman, Sam Balog, Craig Parks
We have reviewed the bids opened at the October 15th, 2008 Board of Works meeting for the
136th Street interchange project on Keystone. Four contractors bid on the 136th Street Base Bid
and Alternate #1 Bid with the following results.
1361h Street Base Bid 136th Street Alternate #1 Bid
(Project 07-08F) (Project 07-08F)
Engineer's Estimate $16,146,616.51 $15,221,218.02
Milestone Contractors LP $16,185,000.00 $15,590,000.00
Rieth-Riley Construction $14,995,005.00 $15,330,746.00
Walsh Construction Co. $14,929,000.03* $14,281 ,439.37
HIS Constructors, LLC $14,936,834.09 $16,916,197.66
Note: This amount does not match the one read at the bid opening. The bid read was rounded to
the nearest dollar. This did not have any affect on the determination of the low bidder.
Based on our review of the bids, we recommend Walsh Construction Company be awarded the
136th Street Base Bid or 136th Street Alternate #1 Bid for a total of$14,929,000.03 or
$14,281,439.37 respectively. The bid from Walsh is complete, and they are the lowest
responsible bidder on both options.
If you have any question please do not hesitate to call.
Page I of I
r,ILI W. 0agip; ld ' ' tw
'1,0E10 CI orm( o
CITY-0 A4 MEL
JAMES BrtA[NAW , MOR
November 19. 2008
MEMORANDUM
TO: Board of Public Works
FROM: Michael T. McBride. P.L.
City Engineer
RE: 1+6'' & Keystone Avenue Interchange
On behalf of the Department of Engineering I recommend that the Board of Public Works
(BPW) award the 136°' Street and Keystone Avenue. Interchange Construction to Walsh
Construction Cu. Bids were opened at the October 15. 2008 BPW and based upon our review
Walsh Construction Co. was the lowest and most responsible bidder Ibr the project. I have
attached a copy of the hid evaluation and recommendation from American Structurepoint.
er_arrL\ir:.e'r uP E
Civic: Sne:va_. C,vIMEL, IN -16032 OE v rr, x17.57€24'i I fQs 317571.21134
�'.AI.AIL cuninrrringVm.0 mrl_iitt nc
��-- AMERICAN 726D Shadeland Station, Indianapolis. Indiana 46256
DE STRUCTUREPOINT TEL 317.547.5580 FAX 317.543.0270
INC. www.siructurcpc int.con)
M E M O R A N D U M
DATE: October 17, 2008
TO: Mike McBride, PE
FROM: Brian Fuller, PE
RE: Keystone Avenue Project - Projects 07-08F
CC: Jeremy Kashman, Sam Balog, Craig Parks
We have reviewed the bids opened at the October 151 2008 Board of Works meeting for the
136th Street interchange project on Keystone. Four contractors bid on the 136th Street Base Bid
and Alternate #1 Bid with the following results.
136th Street Base Bid 136th Street Alternate#1 Bid
(Project 07-08F) (Project 07-08F)
Engineer's Estimate $16,146,616.51 $15,221,218.02
Milestone Contractors LP $16,185,000.00 $15,590,000.00
Rieth-Riley Construction $14,995,005.00 $15,330,746.00
Walsh Construction Co. $14,929,000.03` $14,281,439.37
HIS Constructors, LLC $14,936,834.09 $16,916,197.66
Note: This amount does not match the one read at the bid opening. The bid read was rounded to
the nearest dollar. This did not have any affect on the determination of the low bidder.
Based on our review of the bids, we recommend Walsh Construction Company be awarded the
136th Street Base Bid or 136th Street Alternate #1 Bid for a total of$14,929,000.03 or
$14,281,439.37 respectively. The bid from Walsh is complete, and they are the lowest
responsible bidder on both options.
If you have any question please do not hesitate to call.
Page I of 1
CITY OF CAIRMEL
ADDENDUM NO. I
Keystone Parkway & 136(11 Street
Project No.07-08F
October 3, 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. l
The following summarizes the changes to the Itemized Bid
The quantities for all Base Bid Items have been revised to eliminate decimals
The item description for Base Bid Item #98 has been changed to he Reinforced Concrete Pipe.
36IN
The item description for Base Bid Item #102 has been changed to be Reinforced Concrete Pipe.
12IN
The item description for Base Bid Item #103 has been changed to be Reinforced Concrete Pipe.
151N
The item description for Base Bid Item #104 has been changed to be Reinforced Concrete Pipe,
[BIN
The item description for Base Bid Item #105 has been changed to be Reinforced Concrete Pipe.
241N
The item description for Base Bid Item #46 has been revised to be Guardrail, W Beam 6 FT. 3
IN. Spacing
The quantity for Base Bid Item#240 has been revised.
The quantity for Base Bid Item#241 has been revised.
The quantity for Base Bid Item#284 has been revised.
The quantity for Base Bid Item#287 has been revised.
The quantity for Base Bid Item#295 has been revised.
Base Bid Item #296 Grates, Basins, and Fittings. Cast Iron has been added
Base Bid Item #297 Borrow has been added
The quantities for all Alt Bid #1 Items have been revised to eliminate decimals
The item description for Alt Bid #1 Item #96 has been changed to he Reinforced Concrete Pipe,
361N
The item description for Alt Bid#1 Item #100 has been changed to be Reinforced Concrete Pipe,
121N
The item description for Alt Bid #1 Item#101 has been changed to be Reinforced Concrete Pipe,
151N
The item description for Alt Bid#I Item #102 has been changed to be Reinforced Concrete Pipe,
181N
The item description for Alt Bid #1 Item 4103 has been changed to be Reinforced Concrete Pipe,
241N
The item description for Alt Bid #1 #45 has been revised to be Guardrail. \V Beam 6 FT. 3 IN.
Spacing
The quantity for Alt Bid#1 Item#134 has been revised.
The quantity for Alt Bid #1 Item#135 has been revised.
The quantity for Alt Bid #1 Item-4230 has been revised.
The quantity for Alt Bid #1 Item#231 has been revised.
The quantity for Alt Bid #1 Item#274 has been revised.
The quantity for Alt Bid #1 Item#277 has been revised.
The quantity for Alt Bid #1 Item/1285 has been revised.
Alt Bid #1 Item #286 Grates, Basins, and Fittings. Cast Iron has been added
Alt Bid 41 Item #287 Borrow has been added
Alt Bid #2A has been added.
Alt Bid #2B has been added
Item 2: This notice is to advise all bidders that SP-20 Temporary Erosion Control Measures has been
revised. Please substitute the attached SP-20 with the one in your copy of the contract book.
Item 3: This notice is to advise all bidders that SP-92 Alternate Pavement Design has been added.
Please include the attached SP-92 in your copy of the contract book.
Item 4: This notice is to advise all plan holders that the Typical Section plan sheets have been revised.
Please substitute the attached sheet #5 with the plan sheets in your copy of the plan set.
Item 5: This notice is to advise all plan holders that the Structure Data Table plan sheets have been
revised. Please substitute the attached sheet #'s 136-137 with the plan sheets in your copy of the plan
set.
Item 6: This notice is to advise all plan holders that the Cool Creek Bridge Superstructure Detail plan
sheet has been revised. Please substitute the attached sheet #36 with the plan sheets in your copy of the
Cool Creek plan set.
Item 7: This notice is to advise all plan holders that the Cool Creek Bridge Summary plan sheet has
been revised. Please substitute the attached sheet #41 with the plan sheets in your copy of the Cool
Creek plan set.
Item 8: This notice is to advise all plan holders that a Bid Proposal Summary Page has been included
with the contract documents. This form should be filled out and placed as the cover page to the Bid
Documents.
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@structin epoint.com
Should you desire to submit a hid, please do so on the basis of the information 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
CITY OF CARMEL
ADDENDUM NO. 2
Keystone Parkway & 136th Street
Project No. 07-08F
October 10, 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. 2
The following summarizes the changes to the Itemized Bid
The quantity for Base Bid Item#18 Structure Backfill, Type I has been revised.
The quantity for Base Bid Item#19 Structure Backfill, Type 2 has been revised.
The quantity for Base Bid Item#2I Structure Backfill, Type 5 has been revised.
The quantity for Base Bid Item#85 Sodding, Nursery has been revised.
The quantity for Base Bid Item#98 Pipe, Reinforced Concrete, Circular, 36 IN has been revised.
The quantity for Base Bid Item#133 Modular Block Wall with Ground Reinforcement has been
revised.
The quantity Ibr Base Bid Item#134 Modular Block Wall Erection has been revised.
The item description Ior Base Bid Item#244 has been changed to Structural Members, Concrete
1-Beam, Ill. 36in. X 12 in.
The Pay Item Unit for Base Bid Item#248 Masonry Coating has been revised.
Base Bid Item#257 has been deleted.
Base Bid Item#259 has been deleted.
Base Bid Item#298 Stormwater Treatment System, Type III has been added.
The quantity for Alt Bid#1 Item#18 Structure Backfill, Type I has been revised.
The quantity for Alt Bid#1 Item#19 Structure Back I, Type 2 has been revised.
The quantity for Alt Bid#I Item 1121 Structure Backfill, Type 5 has been revised.
The quantity for Alt Bid#I Item#84 Sodding, Nursery has been revised.
The quantity for Alt Bid#I Item#96 Pipe, Reinforced Concrete, Circular, 36 IN has been revised.
The quantity for Alt Bid#I Item#130 Modular Block Wall with Ground Reinforcement has been
revised.
The quantity for Alt Bid#I Item#131 Modular Block Wall Erection has been revised.
The item description for Alt Bid Item#234 has been changed to Structural Members, Concrete (-
Beam, III, 36in. X 12 in.
The unit for Alt Bldg Item#238 Masonry Coating has been revised.
Alt Bid#I Item#247 has been deleted.
Alt Bid#1 Item#248 has been deleted.
Alt Bid#I Item#288 Stormwater Treatment System, Type Ill has been added.
Item 2: A pre-bid meeting was held on October 7, 2018_ Attached are the minutes of items discussed at
the meeting.
Item 3: The NOTICE TO BIDDERS has been revised. The first two sentences of the last paragraph
now read No bidder may ;i'i h lrcnr am hid or proposal within a period a islutt' (60) crtrs/ollowing the
tlrrte sector receiving bids or proposals. The Carmel Board of Public Works erred ci eh reserves the
right to hold am or all bids or proposals/or a period of not more thanFivh' (h0,1 cla�.fi and sold bids nr
proposal shall remain in full and effect during saki period. Pleas -sobsttt itc. the attached NOTICE
TO BIDDERS with the one in your copy of the contract hook.
Item 4: This notice is to advise all bidders that SP-07 Existing Conditions has been revised_ Please
substitute the attached SP-07 with the one in your copy of the contract book.
Item 5: This notice is to advise all bidders that SP-23 Chemical Modification of Soils has been revised.
Please substitute the attached SP-23 with the one in your copy of the contract hook.
Item 6: This notice is to advise all bidders that SP-57 Ornamental Railing has been revised. Please
substitute the attached SP-57 with the one in your copy of the contract book.
Item 7: This notice is to advise all bidders that SP-88 Stormwater Treatment System has been revised.
Please substitute the attached SP-88 with the one in your copy of the contract book.
Item 8: This notice is to advise all bidders that SP-93 Modified Concrete Bridge Railing Transition.
TPS-2 has been added. Please include the attached SP-93 in your copy of the contract book.
Item 9; This notice is to advise all plan holders that the Typical Section plan sheet has been revised.
Please substitute the attached sheet 10 with the plan sheet in your copy of the plan set.
Item 10: This notice is to advise all plan holders that the Plan and Profile plan sheets have been revised.
Please substitute the attached sheet #'s 55, 56, & 59 with the plan sheets in your copy of the plan set.
Item I1: This notice is to advise all plan holders that the Construction Detail plan sheets have been
revised, Please substitute the attached sheet #'s 71. 72. & 77 with the plan sheets in your copy of the
plan set.
Item 12: This notice is to advise all plan holders that the Erosion Control plan sheets have been revised.
Please substitute the attached sheet #'s 91. 92, 96, & 97 with the plan sheets in your copy of the plan set.
Item 13: This notice is to advise all plan holders that the Retaining Wall "A" Details plan sheets have
been revised. Please substitute the attached sheet #100 with the plan sheet in your copy the plan set.
Item 14: This notice is to advise all plan holders that the Miscellaneous Quantities Table plan sheet has
been revised. Please substitute the attached sheet #129 with the plan sheet in your copy of the plan set.
Item 15: This notice is to advise all plan holders that the Structure Data Table plan sheets have been
revised. Please substitute the attached sheet #'s 135-136 with the plan sheets in your copy of the plan
set.
CITY OF CARMEL
ADDENDUM NO. 3
Keystone Parkway & I36i° Street
Project No. 07-ORE
October 13. 2OOR
To All Plan Buyers of Record:
Item h 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 item description for Base Bid Item#92 has been changed to Modified 33in. Bridge Rail,
Type 1
The quantity lb( Base Bid Item#92 Modified 33in. Bridge Rail, Type I has been revised.
The item description for Base Bid Item#244 has been changed to Structural Members, Concrete
I-Beam, Ill. 45in. X 16 in.
The Pay Item unit for Base Bid Item #261 Present Structure. Remove Portions has been revised.
The quantity for Base Bid Item#282 Concrete, B, Footings has been revised.
The Pav Item unit for Base Bid Item#295 Conduit. PVC. tin has been revised.
Base Bid item''#299 Modified 33in. Bridge Rail. Type II has been added.
The item description for Alt Bid #1 item#91 has been changed to Modified 33in. Bridge Rail,
Type I
The quantity for Alt Rid#I Item#9 I Modified 33in. Bridge Rail, Type I has been revised.
The item description for Alt Bid Item#234 has been changed to Structural Members, Concrete !-
Beam, III, 45in. X 16 in.
The Pay Item unit for Alt Bid#I Item #251 Present Structure, Remove Portions has been revised.
The quantity for Alt Bid# Item#272 Concrete, B, Footings has been revised.
The Pay Item unit for Alt Bid#I Item#285 Conduit. PVC, tin_ has been revised.
Alt Bid#1 Item#289 Modified 33in. Bridge Rail, Type II has been added.
Item 2: This notice is to advise all bidders that SP-57 Ornamental Railing has been revised. Please
substitute the attached SP-57 with the one in your copy of the contract book.
Item 17: In addition to the questions asked at the Prc-Bid meeting and Addendum #2 the following list
of questions has been received. Responses are provided.
Question I. What proi isroi? or consulernllotr Will be Liren JOI'cold weather LO1mr(16 '
Response: l'hc unit price for PCCP items should reflect weather conditions expected during the
scheduled operation.
•
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 "Keystone Parkway and 136th
Street Interchange City of Carmel Project #07-08F Project" at the office of the Clerk
Treasurer, One Civic Square, Carmel, Indiana (City Hall) 10:00 AM Local Time on
or before October 15111, 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 136th Street Interchange , City of Carmel Project
#07-08F".
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 October 7th at 10:30 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 136th Street, reconstruction of Keystone Parkway segments
running north and south of the interchange, and reconstruction of portions of 136th Street
directly east and west of the interchange. Project includes new construction of a two-
span bridge over Keystone and bridge reconstruction for the existing Keystone bridges
over Cool Creek.
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
NIB-1 IN20030661 C4.FE.DOC
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 Project 07-
08F. 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 $150.00 for each
set. Each set includes one half-size set of road and bridge plans, geotechnical report,
and project specifications for the 136th Street interchange (Project Number 07-08F).
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.C. 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 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: September 26th & October 3rd, 2008
NTB-2 iN20c30661.c4 FE DOC
Form Prescribed by Slate Board of Accounts 900549-5325558 General Form No.99 P(Rev.19S7)
CITY OF CAR_MEL-TOPICS LEGALS To: INDIANA NEWSPAPERS
307 N PENNSYLVANIA ST - PO BOX 145
1 COUNTY, INDIANA INDIANAPOLIS, IN 46206-0145
PUBLISHER'S CLAIM
LINE COUNT .
Display Matter-(Must not Lxucd two actual lines. neither of which $ .
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 $
Body-Number of lines $ _ $
Tail- Number of lines S .
Total number of lines in notice
COMPUTATION OF CHARGES
105.0 lines 2.0 columns wide equals 210.0 equivalent S 11)3.32
lines at .492 cents per line
Charges for extra proofs of publication($1.00 for each proof in excess of two) S .011 S .00
TOTAL AMOUNT OF CLAIM $
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 103.32
Pursuant to the prm'isiolls and penalties of Chapter 155,Acts of 1953,
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: 10/03/2008 \k‘CIS1/4-3t)s-ssiS Clerk
Title
900549-5325558 PUBLISHER'S AFFIDAVIT
PUBLIC NOTICES: PUBLIC NOTICES, State of Indiana SS:
ems.■�e
N BIDDERS Hamilton County
city of Cartnel.IMlana
Notice is hereby given that the Board of Public Works i
and Safety for Ise City of Cannel.Hamilton County,Ire
w�Etil rave reclai d bids to Cry Ofnsartnell;To Personally appeased before me,a notary public in and for said county and state,
{eery yl}pBP project at the office of t Clerk
Treasurer.One Civic Square,Cannel Indiana(City Hall)
1a,00 AM Local lime on or before October lath 2t00, the undersigned Kerry Dodson who,being duly sworn,says that SHE is clerk
and commencing as ssepeon az pracNceble thereafter on
the same date such bids will be publicly opipned and
read aloud In the Council Chambers of City Ha I.No late '
bids will be accepted. of the Noblesville Ledger a newspaper of general circulation
All bids and proposals shall be properly and completely
executed 00nn the proposal terms provided with the plans
and affidavit as ttons,whyich will include the noncohuslen
vet Ge muust be required by and have inewoNS?BID Idl(ey printed and published its the English language in the city'of NOBLESVII_L8 in state
stone Parkway and 136th Street Interc hange,City of
Carmel Protect a0l-0BP-. •
A bid bond or certth d check In an amount netless than
ten perent(50%t at theamount bm mast lie submmed and county aforesaid,and that the printed matter attached hereto is a true copy,
with each b d.A one hundred percent(100%)pereor
mance and payment bond oral also be required of the
successful bidderent Is Intended that actual wnsWC-
p2Cofaalleworkeachens:hall b started seemer • which was duly published in said paper for 2 timer's),between the dates of:
I promptly into a construction contract.furnish a perfor-
' mane bond,and begin work without delay in the event
ppahaponffiypJQ IS darn¢-Ural p�nuals must bet 09/26/2008 and 10/03/2008
oblam ed ame pee hula n�4ni of road anE
badge plans, set tKSted t interchange((plated Number
Lions for pl Y potent must be bY'Ucck. NO CASH AC" Clerk
0lic Make checks payable it:Tine:n sea was I Title
C��Inc.Al l Arab LS and costs of LoMmct
B dden sbrallnassurt IY have obtained complete sets
of yyW;n4s an eCrtmsor emlst ne115 i� Ipd ass me gonna Subscribed and sworn to before me on 10/(/2008 a toE ask o a Y
reliance on,ncom0lete less of drawings and I
Oisprojts. he C@I of Carmel. �,
•
Thus Protect will be funded dM It Ey ,
Wage rates for yyeettwagesasdeLecten ancecedbance
"ore consWmion Wage Coot SAS
bhslp.Ctt.fiet ecivmlrlwdauonslnlhnn bib a tote or Neu}'I'uhlic
�blkd bids elpeeotim tmttile please w1 of 12lan'L,at LOUISE M.POWELL
miiorCtYar'i gum lal3 hours prYYbret�erorol���D°°5112 1,at NOTARY PUBLIC
Form 65- Ne bidder may
withdraw lode awl °°`°ieciar ie ,,\1y commission expires: SEAL
pen9d of thirty(3g3 ea i The Carmel Beard of wmic S7ATE'OF INDIANA
eelv,rg beds or p reset r ri epttmor¢danan or�re(Wlyl
sorapropovtlys for a pe shall remain iniNll
d reds or polaosal c city of Carmel MY COMMISSION EXPIRES Februniv?0.2016
It Soec land and salduring Sala period eThznml any aM a I
,awe v tftee 9 react when nMlo 1 M
bids,Kitt°citatons anpbr offers In whazldMermined by,
.intereests of tthheie 6gpyerlltmemol n�is ill er a best,
Vuerppur le the
agency in attortlance with lC S-lt lB-2
ClerkTreasurer(NL 9/20,10/3.5315550) -
BID PROPOSAL SUMMARY PAGE
Complete the following information and place as the cover page to your bid
packet. Insert all documents into an envelope with project name and your
company name clearly marked on the outside. Seal the envelope.
Company: Walsh Construction Company
2749 N. State Road 39
LaPorte , IN 46350
Project Name: Keystone Parkway and 136th Street Interchange
City of Carmel #07-08F
Date Submitted: October 15 , 2008
Base Bid Amount: 4 I`(, qz 9,, cca
Alternate 1 Bid # ht 2 ei, q39 37
Amount:
Alternate 2a Bid ` q lq3. Sv
Amount:
Alternate 2b Bid
- t /q3 .
Amount:
Revised 10/3/2008
•
ri-
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Cannel
Instructions To Bidders:
This Jorm shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be filly and accurately filled in and completed and notarized.
Project: Keystone Parkway and 136th Street Interchange, City of Carmel
Project #07-08F
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at the
intersection of Keystone Parkway and 1366 Street, reconstruction of
Keystone Parkway segments running north and south of the
interchange, and reconstruction of portions of 136'x'Street directly
east and west of the interchange. Project includes new construction
of a two-span bridge over Keystone and bridge reconstruction for the
existing Keystone bridges over Cool Creek.
Date: October 15 , 2008
To: City of Carmel, Indiana, Board of Public Yorks and Safety
BID-1 [N200)0 66 I.c4.F13 DOC
PART I
BIDDER INFORMATION
(Print)
1.1 Bidder Name: Walsh Construction Company
1.2 Bidder Address: Street Address: 2749 N. State Road 39
City: LaPorte State: IN zip: 46350
Phone: 219-324-4320 Fax: 219-324-4719
13 Bidder is a/an [mark one,/
Individual Partnership Indiana Corporation
X Foreign (Out of State) Corporation; State: Illinois
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of 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 42, dated January 23, 1958.1
.1 Corporation Name: Walsh Construction Company
.2 Address: 2749 N. State Road 39 , LaPorte , IN 46350
.3 Date registered with State of Indiana: October 6 , 2005
.4 Indiana Registered Agent:
Name: Corporation Service Company
Address: 251 E . Ohio , Suite 500
Indianapolis , IN 46204
BID-2 rN003oaGI.c4.1L.uoc
PART 2
MID 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 ir4eett_,1C7/'OH.Adi.a -
14urrlrej`Ti.1 j/tt,G ,drKUAy/ Dollars (S 1�/1zM,00O.`� ). 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
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 bye
estimated iunit quantities ff�o,�r such nC1ontract4inmss, ttotal4'tfC tAVVie a �t� /new, Aji
�ureis.y7rep� h rrw/wNeaAd Dollars s (S/?; Z1I,, `fag- ). The
Bidder acknowledges that evalLG ration 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 IN20030661.c4.FE_noc
•
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
INS DESCRIPTION UNIT QUANTITY PRNCE TOTAL
I CONSTRUCTION ENGINEERING LS 1 $2,Oo,c TO $ la,Cop
FIELD OFFICE,C MOS 15 $ 3,300.00 $ 49.500.00
FIELD OFFICE INTERNET SERVICE MOS 15 $ 100.00 $ 1,500.00
MOBILIZATION AND DEMOBILIZATION $ 1te61OP,1$ 1 810 t9•g9 �,
5 CLEARING RIGHT OF WAY LS 1 $200,000.00 $ 200,000.00 �Y
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 $ 10,000.00 $ 10,000.00
7 PAVEMENT REMOVAL SYS 14712 $ 11.00 $ 161,832.00
8 GUARDRAIL,REMOVE LFT 2013 $ 2.50 $ 5,032.50
9 EXCAVATION.COMMON CYS 34023 $ 13.50 $ 459,310.50
10 EXCAVATION,UNCLASSIFIED CYS 4936 S 10.00 S 49,360.00
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10 $ 456.20 $ 4,562.00
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89 $ 30.00 $ 2,670.00
13 TEMPORARY DITCH INLET PROTECTION EACH 18 $ 85.00 $ 1,530.00
14 TEMPORARY SEDIMENT TRAP TON 219 $ 30.00 $ 6,570.00
15 TEMPORARY SILT FENCE LFT 4586 $ 2.20 $ 10,089.20
16 SUBGRADE TREATMENT.TYPE I SYS 39335 $ 4.30 $ 169,140.50
17 B BORROW CYS 8802 $ 18.50 $ 162.837.00
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658 $ 18.50 $ 123.173.00
19 STRUCTURE BACKFILL,TYPE 2 CYS 672 $ 28.00 S 18.816,00
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995 $ 18.50 $ 332,907.50
21 STRUCTURE BACKFILL,TYPE 5 CYS 671 S 74.00 $ 49.654.00
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5362 $ 94.51 S 506.762.62
23 COMPACTED AGGREGATE,NO.53,BASE TON 10910 $ 16.00 $ 174,560.00
24 SUBBASE FOR PCCP CYS 1542 $ 35.82 $ 55,234.44
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118 5 36.64 5 4,323.52
26 MILLING,ASPHALT.1 1/2 IN. SYS 7144 $ 3.32 $ 23,718.08
27 PROFILOGRAPH,HMA LS 1 $ 7,500.00 $ 7,500.00
28 HMA SURFACE,TYPE A TON 132 $ 100.00 $ 13.200.00
29 HMA SURFACE,TYPE C TON 701 $ 100.00 $ 70,100.00
30 HMA INTERMEDIATE,TYPE A TON 406 $ 60.00 $ 24,360.00
31 HMA INTERMEDIATE,TYPE C TON 950 $ 69.00 $ 65,550.00
32 HMA INTERMEDIATE,OG,TYPE C TON 1089 5 65.00 $ 70,785.00
33 HMA BASE.TYPE C TON 2619 $ 60.00 $ 157,140.00
34 HMA INTERMEDIATE,OG,TYPED TON 3964 $ 60.00 $ 237,840.00
35 HMA FOR TEMPORARY PAVEMENT TON 6577 $ 55.00 S 361,735.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 176th Street Interchange
ITE DESCRIPTION UNIT QUANTITY RICE TOTAL
NO.36 HMA SURFACE,TYPE: TON 2798 $ 10000 5 279400.00
37 HMA INTERMEDIATE.TYPED TON 3161 3 05.00 5 205.465.00
38 HhIA BASE,TYPED TON 12400 5 57.00 5 706,800.00
39 HMA WEDGE AND LEVEL,TYPED TON 1073 $ 55.00 5 59,015,00
40 ASPHALT FOR TACK COAT TON 27 $ 540.00 $ 14,580.00
41 PCCP,12 IN. SYS 6053 $ 49.34 $ 298,655.02
42 PCCP TRUCK APRON,7 IN. SYS 790 $ 42.94 $ 3392260
43 PCCP,4 IN. SYS 196 $ 56.35 $ 11,044.60
44 D-1 CONTRACTION JOINT LET 3751 $ 11.38 5 42,686,38
45 CONCRETE IMPRINTING 5FT 10326 S 4.50 5 46.467.00
46 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LFT 1105 $ 17.00 5 18.802.00
47 GUARDRAIL TRANSITION TYPE TOE EACH 1 $ 1 900 00 $ 1,900.00
48 GUARDRAIL.STEEL CURVED TERMINAL END SECTION EACH 1 $ 60.00 5 60.00
49 IMPACT ATTENUATOR,R2.14,11.TL-3 EACH 2 $ 14,400.00 $ 26,800.00
50 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 $ 14 400.00 $ 26.800.00
51 GUARDRAIL END TREATMENT,OS EACH 3 $ 2,275.00 $ 6,825.00
52 HANDRAIL,PEDESTRIAN LFT 133 5 149.25 $ 19,717.25
53 ORNAMENTAL RAILING LET 2135 $ 140,00 $ 298,900.00
54 BARRIER DELINEATOR EACH 55 $ 50.00 $ 2,750.00
55 CURB RAMP,CONCRETE,C SYS 89 $ 155.00 $ 13,705-00
56 CURB RAMP,CONCRETE,F SYS 21 $ 130.00 $ 2,730.00
57 CURB RAMP,CONCRETE.G SYS 15 $ 105.00 $ 2,925.00
58 CURB RAMP.CONCRETE,H SYS 53 $ 6000 $ 4.240.00
59 CURB RAMP,CONCRETE.L SYS 21 S 135.00 $ 2.835,00
60 CURB,INTEGRAL,8,CONCRETE LFT 957 $ 13.20 $ 12,032.40
61 CURB.CONCRETE,MODIFIED LFT 434 $ 1550 $ 7,161.00
62 CURB AND GUTTER,B.CONCRETE LFT 1562 5 18.00 $ 28,116.00
63 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2692 $ 13.50 $ 38,34200
64 CURB AND GUTTER,9,CONCRETE,MODIFIED LFT 1047 $ 12.50 S 24.337,50
65 CURB AND GUTTER,C.CONCRETE,MODIFIED LFT 1145 S 16.00 S 18,320.00
66 CURB TURNOUT EACH 3 5 200.00 $ 600.00
67 CURB AND GUTTER,CONCRETE, ROLL LFT 476 $ 17.00 $ 8,092.00
68 MODIFIED CURB TURNOUT EACH 76 5 50.00 $ 3,800.00
69 PAVED SIDE DITCH,A LET 472 $ 106.50 $ 50,26800
70 HMA FOR APPROACHES,TYPE A TON 332 S 95.00 $ 31,540.00
71 PCCP FOR APPROACHES.GIN. SYS 115 5 70.00 $ 8,050.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carom?
Project No.07-08F Bose Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY RICE TOTAL
72 MAILBOX ASSEMBLY,SINGLE EACH 3 $ 150.00 $ 450.00
73 MAILBOX ASSEMBLY,DOUBLE EACH 2 $ 200.00 $ 400.00
74 GEOTEX'I ILLS SYS 310 $ 2.15 $ 666,50
75 RIPRAP,CLASS 2 TON 21 $ 85.00 $ 1,735,00
76 RIPRAP,REVETMENT TON 272 $ 28.00 $ 7,616.00
77 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 500.00 $ 1000.00
73 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039 $ 0.32 5 4172.48
79 EROSION CONTROL BLANKET SYS 1198 $ 1.35 $ 1,617.30
30 FERTILIZER TON 2 $ 700.00 5 1,400.00
81 SEED MIXTURE.V LBS 808 $ 4.00 $ 3,232.00
82 MULCHING MATERIAI. TON 11 $ 450 00 $ 4,950.00
83 WATER kGAL 37 $ 10.00 $ 370 00
84 TOP SOIL CYS 7042 $ 7.50 $ 52,815.00
85 SODDING,NURSERY SYS 8902 5 3.35 $ 29,621.70
86 IRRIGATION CONDUIT LFT 500 $ 22.48 $ 11,240.00
87 CORED HOLE IN CONCRETE EACH 1 $ 2,270.61 $ 2,279.61
80 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1 $ 2,422,80 5 2,422.88
89 REINFORCED CONCRETE MOMENT SLAB, 12 IN SYS 2118 S 77.33 5 10318494
90 MODIFIED PS-2 BRIDGE RAIL-TYPE I LF'f 503 $ 117.93 $ 59.318.79
91 MODIFIED PS-2 BRIDGE RAIL.TYPE II LFT 323 $ 83.16 $ 26.860.68
92 M0D1FIED 33 IN.BRIDGE RAIL.TYPE I LFT 1684 $ 83.39 $ 140,84571
93 SEAL COAT.GRAFFITI RESISTANT SET 59181 $ 0.52 $ 30,774.12
94 SURFACE SEAL SET 19077 $ 0.39 $ 7,440.03
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT,X 4 FT. LFT 115 $ 375.00 $ 43,125.00
96 CULVERT.PRECAST BOX,REINFORCED CONCRETE.5 FT.X 5 FT. I.FT 253 $ 365.00 $ 92,345,00
97 TEMPORARY RETAINING WALL LS 1 $110,309.76 $ 110,309.76
98 PIPE.REINFORCED CONCRETE.CIRCULAR.36 IN LFT 96 S 115,00 $ 11,040.00
99 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 9107 $ 5.70 $ 51,909.90
100 PIPE,TYPE 4,CIRCULAR, 12 IN LET 20 $ 60.00 $ 1.200.00
101 PIPE,UNDERORAIN CUTLET,6 IN, LFT 775 $ 15.16 5 11,741 25
102 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN. LET 1756 $ 2800 $ 49,16800
103 PIPE,REINFORCED CONCRETE.CIRCULAR,15 IN. LFT 535 $ 32.00 S 17,120,00
104 PIPE, REINFORCED CONCRETE,CIRCULAR,18 IN LFT 380 $ 35.00 $ 13,300.00
105 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. LFT 9111 $ 50.00 $ 45,800.00
106 PIPE,TYPE 4,CIRCULAR,4 IN. LET 593 $ 2500 $ 14.825,00
107 VIDEO INSPECTION FOR PIPE LFT 3638 $ 1.00 $ 3,688.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Profeet No.07-08F Ease Bid
Keystone Parkway and 135th Street Interchange
ITEM UNIT UNIT QUANTITY PRICE TOTAL
108 OUTLET PROTECTOR,2 EACH 11 $ 400.00 $ 4,400.00
109 VIDEOINSPECTICN FOR UNDERDRAINS LFT 3000 $ 1.00 $ 3,000.00
110 AGGREGATE FOR UNDERDRAINS CYS 1016 $ 30.00 3 30.540.00
111 GEOTEXTILES FOR UNDERDRAIN SYS 10034 $ 1 00 5 10,834.00
112 A2000 6 IN.PVC, PERFORATED LFT 2000 $ 7.00 $ 14000.00
113 INLET TYPE HA EACH 8 $ 2,700.00 $ 21,600.00
114 CASTING,ADJUST TO GRADE EACH 3 $ 700.00 $ 2,100.00
115 INLET.A2 EACH 3 5 1,600.00 $ 4,800 00
116 INLET,710 EACH 2 $ 1.400.00 $ 2,800.00
117 INLET,M10 EACH 2 $ 2,000.00 $ 4,00000
118 INLET, UA EACH 1 $ 2,00000 $ 2,000.00
119 CATCH BASIN.E7 EACH 3 $ 1,600.00 5 4,800.00
120 CATCH BASIN,K10 EACH 6 $ 1,750.00 5 10,500.00
121 MANHOLE,C4 EACH 9 $ 1,800 00 $ 16.200.00
122 MANHOLE,J EACH 2 $ 5.000.00 $ 10,000.00
123 STRUCTURE,INLE I,RECONSTRUCT LFT 2 $ 960.00 $ 1,920.00
124 MANHOLE,C2 EACH 7 $ 2.200.00 $ 15,40000
125 MANHOLE,J4 EACH 2 $ 40,000.00 $ 80,000.00
126 STORMNJATER TREATMENT SYSTEM,TYPE I EACH 1 $ 65,000.00 $ 65,000.00
127 MASONRY COATING LS 19077 S 1,25 $ 23,846.25
128 CONCRETE STAINING SFT 40105 $ 4.00 $ 160,42000
129 FACE PANELS,CONCRETE SET 46570 $ 1535 $ 716.522.65
130 WALL ERECTION SFT 46670 $ 5.98 $ 279,140.42
131 LEVELING PAD.CONCRETE LFT 3342 $ 11.55 $ 38.600.10
132 COARSE AGGREGATE,NO.8 TON 3330 $ 21.19 $ 70,562.70
133 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79 $ 244.51 $ 19,347.89
134 MODULAR BLOCK WALL ERECTION SYS 79 $ 161.71 $ 12,775.09
135 CONSTRUCTION SIGN,C EACH 2 5 260.70 $ 521.40
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5 $ 322.03 $ 1510.15
137 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LET 27450 $ 0.87 5 23,889.33
138 TEMPORARY PAVEMENT MARKING,REMOVABLE,8IN. LFT 4660 $ 1.74 $ 8,465.10
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20 $ 189.13 $ 3.762.60
140 CONSTRUCTION SIGN.A EACH 35 $ 245.36 $ 8,587.60
141 CONSTRUCTION SIGN.B EACH 6 $ 35.78 $ 214.68
142 FLASHING ARROW SIGN DAY 60 $ 7.16 $ 429.60
143 MAINTAINING TRAFFIC LS 1 S 160, 3d S (<O eco
PART 3
CONTRACT ITEMS AND UNIT PRICES
Culy of Carroe7
Project No.07-OBF Base Bid
Keystone Parkway and 136th Street interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
144 BARRICADE,Ill-A LFT 132 $ 15.85 $ 2,092.20
145 BARRICADE.111-B LFT 228 $ 17.89 $ 4,078.02
146 TEMPORARY TRAFFIC BARRIER.TYPE i LET 2579 $ 11,75 $ 30,303.25
147 TEMPORARY TRAFFIC BARRIER.TYPE 2 LET 385 $ 4205 $ 16,535.75
148 TEMPORARY TRAFFIC BARRIER,TYPE I.ANCHORED LFT 207 $ 14.43 5 4,285.71
149 TEMPORARY TRAFFIC BARRIER.TYPE 2.ANCHORED LFT 2772 $ 12,91 5 35,786-52
150 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $ 9,993.24 5 19,986.48
151 SIGN POST,SQUARE.1,REINFORCED ANCHOR BASE LFT 526 $ 13.55 5 7,127.30
152 SIGN.PANEL,WITH LEGEND SFT 215 $ 24.31 5 5,226.55
153 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII EACH 1(I $ 451.31 5 4,518,M10
154 SIGN,SHEET, ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SET 205 S 18.83 5 3,860 15
155 SIGN,SHEET, ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SET 109 $ 17.86 5 1946.74
158 STRUCTURAL STEEL,BREAKAWAY LBS 2019 $ 3.87 5 7.813.53
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL.INSTALLED EACH 4 $ 2,134.266 $ 8,537.04
158 DECORATIVE STREET SIGN ASSEMBLY.INSTALLED EACH 2 $ 2,445.15 $ 4,890.30
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT L5 1 $ 1,887.91 $ 1,887,91
160 WIRE,NO.4 COPPER.IN PLASTIC DUCT,IN PLASTIC CONDUIT.4 11C LET 775 $ 8.39 $ 6,502.25
161 CONDUIT.PVC,2 IN. LFT 775 $ 5.38 6 4,169.50
162 CONDUIT',STEEL,GALVANIZED.2 IN. LFT 537 $ 15.60 $ 6,377.20
163 WIRE.NO.4 COPPER, IN PLASTIC DUCT.IN CONDUIT.4110 LFT 537 $ 8.39 $ . 4,505.43
164 HANDHOLE.LIGHTING EACH H $ 840.75 2 6,790.00
165 LIGHT STANDARD FOUNDATION.3 FT.DIA.X 8 FT. EACH 28 $ 1.015.49 Si 28.433.72
166 JUNCTION BOX EACH 2 5 561.54 $ 1,123.08
167 WIRE.NO4.COPPER,IN PLASTIC DUCT.IN TRENCH,4 B LFT 7432 S 7.85 $ 58498.20
168 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $ 962,78 5 1,925 53
169 SERVICE POINT,II EACH 2 $ 6,000,00 $ 12,000.00
170 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT"T0 PLASTIC CABLE EACH 3 $ 12.91 $ 38.73
171 CONNECTOR KIT.UNFUSED EACH 28 $ 32.27 $ 90356
172 CONNECTOR KIT.FUSED EACH 28 $ 32.27 $ 903.56
173 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60 $ 10.70 $ 64560
174 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28 5 53.79 $ 1,506.12
175 INSULATION LINK,NONWATERPROOFED EACH 56 $ 10.76 $ 602.56
176 INSULATION LINK,WATERPROOFED EACH 32 $ 53.79 $ 1,721,28
177 CABLE DUCT MARKER EACH 13 $ 75.30 $ 978.90
178 POLE CIRCUIT CABLE,1 C NO 10 STRANDED COPPER LE'T 1920 $ 0.71 $ 1,303.20
170 CABLE INTERDUCT LFT 1370 $ 15.06 $ 20,632.20
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
160 HANDHOLE EACH 5 $ 740.11 $ 3.700,55
181 LUMINAIRE,ROADWAY,METAL HALIDE,259 WATT.PORE HURON EACH 17 $ 1,503,04 $ 26571.68
182 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT.MONGOOSE EACH 11 $ 95102 $ 10,472.22
183 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE, 150 WATT EACH 2 $ 1,021.95 $ 2,04390
184 LIGHT FOUNDATION,BRIDGE MOUNT.WITH GROUNDING EACH 4 $ 180.72 $ 722.88
185 LIGHT POLE.30 FT.E.M.H.DUAL 1.5 FT.MAST ARM.BREAKAWAY BASE EACH 11 $ 1.947,08 $ 21,417.88
185 LIGHT POLE,30 FT-E.M H..8 FT.MAST ARM,TRANSFORMER BASE, EACH 13 5 7,935.69 $ 103,167 97
DECORATIVE POLE MAST ARM AND BASE _
187 LIGHT POLE, 15 FT.E,M,H_,4 FT.MAST ARIA.TRANSFORMER BASE, EACH 4 5 6,438 27 $ 25,751 98
DECORATIVE POLE MAST ARM AND BASE
188 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11 $ 184.02 $ 2.024,22
189 LINE.EPDXY,BROKEN,WHITE,4 1N. LFT 132 $ 0.44 $ 58,08
190 TRANSVERSE MARKINGS.THERMOPLASTIC,CROSSWALK,WHITE,24 IN, LFT 440 5 5.62 $ 2,472.80
191 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2509 $ 0.44 $ 1,103.96
192 LINE,EPDXY,SOLID,YELLOW.4 IN, LFI 2784 $ 0,44 5 1.224,96
a
193 LINE, EPDXY.SOLID,WHITE.8 IN. LET 241 $ 0.73 5 175.93
194 TRANSVERSE MARKING.REMOVE LET 77 $ 10.22 $ 786.94
195 LINE,THERMOPLASTIC,BROKEN.WHITE,4 IN. LFT 2283 $ 0.40 $ 913.20
195 LINE.THERMOPLASTIC,SOLID.WHITE,4 IN. LFT 7478 $ 0.40 $ 2,991.20
197 LINE,THERMOPLASTIC,SOLID,WHITE,BIN, LFT 2510 $ 0.72 $ 1,807.20
198 LINE,THERMOPLASTIC.SOLID,WHITE.241N. LFT 217 $ 5 62 $ 1,219 54
199 LINE.PAINT,BROKEN,WHITE,4 IN. LFT 1520 $ 033 $ 501.60
200 LINE,PAINT,SOLID,WHITE,4 IN. LFT 6754 $ 0.33 $ 2,888.82
201 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 5600 5 0.33 $ 1,848.00
202 LINE,REMOVE LFT 4857 $ 0.38 $ 1,845.66
203 LINE,EPDXY,SOLID,WHITE.24 IN. LFT 28 $ 14,72 5 412,16
204 LINE,THERMOPLASTIC,SOLID.WHITE.6 IN. LFT 35? 5 1.79 $ 539 03
205 LINE,THERMOPLASTIC,SOLID.YELLOW,4 IN. LFT 9441 5 0.40 $ 3,776 A0
206 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW.CROSSHATCH LFT 30 $ 10.22 $ 305.60
LINE 121N_
207 TRANSVERSE MARKINGS THERMOPLASTIC,STOP LINE,24 IN. LET SO $ 10 22 $ 817.60
208 TRANSVERSE MARKINGS,THERMOPLASTIC.'SHARKS TEETH' LFT 81 $ 10.22 $ 827.82
209 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.LANE INDICATION EACH 6 $ 15335 $ 920.10
ARROW
210 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) EACH 2 $ 204.47 $ 408.94
211 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2 $ 281.14 5 562.28
INDICATION ARROW
212 SNOWPLOWADLE RAISED PAVEMENT MARKER EACH 233 $ 29.11 S 6,782.63
213 LINE.THERMOPLASTIC,SOLID,YELLOW,O IN. LET 236 $ 0.72 $ 169.92
214 LINE,THERMOPLASTIC,BROKEN.WHITE.12 IN_3 FT.STRIPE-3 FT.GAP LFT 105 $ 6.65 $ 698.25
215 RETAINING WALL MOCK UP LS 1 $ 15,62200 $ 15,622.00 I
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-0BF Base Bid
Keystone Parkway and 136th Street Interchange
ITEM PRICE
NO. DESCRIPTION UNIT QUANTITY TOTAL
216 BRIDGE RAIL MOCK UP LS 1 $ 20h00.00 $ 20,000.00
217 FLAT-WORK MOCK UP LS 1 $ 10,000.00 $ 10,000.00
218 FORMLINER,WALL PANELS SFT 46679 $ 0.50 5 23,339.50
219 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 825 $ 24.68 S 20,361.00
220 FORMLINER.33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2169 $ 22 35 $ 48,477.15
136TH ST.BRIDGE ITEMS
221 CONSTRUCTION ENGINEERING LS 1 $100,000.00 $ 100.000.00
222 MOBILIZATION AND DEMOBILIZATION LS 1 $250,000.00 5 250,000.00
223 EXCAVATION,DRY CYS 163 $ 10.74 $ 1,750.62
224 B BORROW CYS 55 $ 45.55 $ 2,505.25
225 AGGREGATE FOR END BENT BACKFILL CYS 178 5 43.45 $ 7,734.10
226 DENSE GRADED SUBBASE CYS 32 $ 70.79 S 2,265.28
227 CONCRETE IMPRINTING SFT 8925 $ 4,50 $ 40,162.50
228 ORNAMENTAL RAILING LFT 225 $ 140.00 $ 31,500.00
229 CURB,IN IEGRAL.CONCRETE LFT 168 5 15.00 $ 2.520.00
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 188 $ 75.28 5 14,152.64
231 GEOTEXTILES SYS 390 $ 194 $ 756.60
232 DYNAMIC PILE LOAD TEST EACH 2 $ 6,000.00 $ 12.000.00
233 TEST PILE.RESTRIKE EACH 2 $ 1,000.00 $ 2,000.00
234 TEST PILE EACH 2 $ 2.970.67 $ 5,941.34
235 PILE TIP,STEEL H EACH 62 $ 100.00 $ 6,200.00
236 PILE,STEEL H,HP 12 X 53 LFT 2380 $ 44.31 $ 105.457.80
237 PILE,STEEL H,HP 12 X 74 LFT 2660 $ 56.39 S 149,997 40
230 CONCRETE,A,SUBSTRUCTURE CYS 240 $ 500.00 $ 120,000.00
239 CONCRETE,B.FOOTINGS CYS 90 $ 250.00 S 22,500.00
240 REINFORCING BARS LBS 74169 $ 0.75 $ 55.626.75
241 REINFORCING BARS,EPDXY COATED LBS 228775 $ 0.84 $ 192,171.00
242 CONCRETE,C.SUPERSTRUCTURE CYS 961 $ 570.00 S 547,770.00
243 CONCRETE,C.RAILING CYS 43 $ 580.00 $ 24,940.00
244 STRUCTURAL MEMBERS.CONCRETE I-BEAM.III,45 IN.X 16 IN. I.FT 1505 $ 200.00 $ 301,000.00
245 SURFACE SEAL LS 1 $ 8,000.00 $ 8.000.00
246 ANCHOR PLATE.AP 1 EACH 56 $ 500.00 $ 28,000.00
247 PIPE.END BENT DRAIN,6 I. LFT 504 $ 3.79 $ 1,910.16
248 MASONRY COATING SFT 6496 $ 1.25 $ 8,112.50
249 CONDUIT,PVC,2 IN. LFT 237 $ 5.38 $ 1,275.06
•
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM P
NO. DESCRIPTION UNIT QUANTITY RNCE TOTAL
250 CONCRETE STAINING SFT 263 $ 4.00 $ 1,052.00
251 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $ 6,000.00 $ 12.000.00
252 FORMLINE,SPECIALTY,CITY SEAL EACH 2 $ 5,000.00 $ 10,000.00
253 FORMILINER.BRIDGE RAIL.REAR FACE LFT 229 $ 52.82 $ 12.095.78
254 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 229 $ 46.31 $ 10.604.99
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS 1 $100,000.00 $ 100.000.0000
256 MOBILIZATION AND DEMOBILIZATION LS 1 $326 11.5 3 / 7/3 ?
1 Up r
258 DEBRIS REMOVE LS 1 $ 10.000.00 $ 10,000.00
260 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1 5 200.00 $ 200.00
261 PRESENT STRUCTURE.REMOVE PORTIONS LS 1 5 200.000.00 $ 200,000.00
262 EXCAVATION,WATERWAY CYS 1240 $ 7.84 $ 9.721.60
263 EXCAVATION,WET CYS 117 $ 7.97 $ 932.49
264 EXCAVATION.DRY CYS 78 $ 8.29 $ 646.62
265 AGGREGATE FOR END BENT BACKFILL CYS 108 $ 63.18 5 6.823.44
266 DENSE GRADED SUBBASE CYS 118 $ 73.14 $ 8,630.52
267 CONCRETE IMPRINTING SFT 2086 5 4.50 5 9,387.00
268 GUARDRAIL TRANSITION TYPE TGB EACH 4 $ 1,900.00 $ 7,600.00
269 BARRIER DELINEATOR EACH 10 $ 7.23 $ 72.30
270 CURB,INTEGRAL,CONCRETE LFT 105 $ 12.00 $ 1.260.00
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 609 $ 52.72 $ 36,851.28
272 RIPRAP,REVETMENT TON 1009 $ 28.00 $ 28,252.00
273 GEOTEXTILES SYS 1497 $ 2.15 $ 3.218.55
274 SLOPEWALL,CONCRETE.4 IN. 5Y5 329 5 50.00 $ 16.450.00
275 PILE.CONCRETE,STEEL SHELL ENCASED,0.184 IN., 12 IN. LFT 25 $ 226.76 $ 5.669.00
276 DYNAMIC PILE LOAD TEST EACH 2 $ 5,500.00 $ 11,000.00
277 TEST PILE.RESTRIKE EACH 2 $ 1,000.00 $ 2,000.00
278 TEST PILE EACH 2 $ 3,000.00 $ 6,000.00
279 PILE,STEEI.H,HP 12 X 53 LFT 2504 $ 44.22 $ 110,726.88
280 PILE TIP,STEEL H EACH 40 $ 100.00 $ 4,000.00
281 CONCRETE,A,SUBSTRUCTURE CYS 305 $ 500.00 $ 152,500.00
282 CONCRETE.B.FOOTINGS CYS 14 $ 570.00 $ 7,980.00
283 FIELD DRILLED HOLE IN CONCRETE EACH 96 $ 17.19 $ 1,650.24
284 REINFORCING BARS LBS 28573 $ 0.75 $ 21,429.75
PART 3
CONTRACT ITEMS AND UNIT PRICES
City or Carmel
Projeci No.07-0,4F Base Bid
Keystone Parkway and 136m Street Interchange
ITEM DESCRIPTION UNIT 1 QUANTITY PRICE/ 1 TOTAL
rrr,,, _l
285 REINFORCING BARS,EPDXY COATED LES 217785 Q tp4- rgzrg4 LT
286 THREADED TIE BAR ASSEMBLY.EPDXY COATED EACH 62 59 4z. 1 3, tog4.. el
287 CONCRETE,C.SUPERSTRUCTURE CYS 51B 66S.62- 5 •7
288 CONCRETE,C,RAILING C.:VS 29 5 c OG I4. c- Q €D
299 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4 2-70c074
-,c 8,
290 STRUCTURAL MEMBERS,CONCRETE HBEAM,II,36 IN.X 12 IN. LET 2352 LW nC 4•40,4wo
sl I
291 SURFACE SEAL LS 1 ICiati-4 I S �
�,c°v.
292 ANCHOR PLATE,AP 1 EACH 64 400. � ,c,00,�
293 PIPE,END BENT DRAIN.6 IN. LET 340 4:65- I t- ..ob
294 PIPE,PVC,fi IN LEI 125 fled? 2../142
ttt����,q 1 .
295 CONDUIT.PVC.2IN. LET 375 (34.3S /013-, S�
296 CRATES.BASINS.AND FITTINGS.CAST IRON LDS 576 1 0° +032 .0U
297 SORROW CYS 19345 9,5b 1'T✓r 15q- 92
29E STORMWATER TREATMENT SYSTEM.TYPE III EACH I 410,coo gpl
299 MODIFIED 33 IN.BRIDGE RAIL,TYPE II LFT 478 ce
TOTAL: T` /7 l f • Z . COQ,—
SUBMITTEDEY: Walsh Construction Company
/ 4119 r /
SIGNATURE s ......u,
Ce : e 'Y ei. lunifon
TITLE: Vice President
ADDRESS: 2799 N. StaLe Road 39
LaPorte , IN 46350
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 176th Street Interchange
ITEOM DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 CONSI RUCTION ENGINEERING LS I $2w,. .r $ 209/010
2 FIELD OFFICE,C MOS 15 $ 3,300 00 S 49,500.00
3 FIELD OFFICE INTERNET SERVICE MOS 15 $ 100.00 $ 1,500.00
'
4 MOBILIZATION AND DEMOBILIZATION LS 1 $qe?69; g 60'21 45
5 CLEARING RIGHT OF WAY LS 1 $200.000.00 $ 200,00000
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 S 10.000.00 $ 10,00000
7 PAVEMENT REMOVAL SYS 14712 $ 11.00 $ 161,832.00
8 GUARDRAIL.REMOVE I-FT 2013 $ 2.50 $ 5.032,50
9 EXCAVATION,COMMON CYS 33184 $ 13.50 $ 447,984.00
10 EXCAVATION.UNCLASSIFIED CYS 4936 S 10.00 5 49,360.00
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10 $ 456.20 $ 4,562,00
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89 5 30.00 $ 2.670.00
13 TEMPORARY DITCH INLET PROTECTION EACH 18 $ 85.00 $ 1,530.00
14 TEMPORARY SEDIMENT TRAP TON 219 $ 30.00 S 6,570.00
15 TEMPORARY SILT FENCE LFT 4586 $ 2.20 $ 10,089.20
16 SUBGRADE TREATMENT,TYPE I SYS 39325 S 1.30 S 169,140.50
17 B BORROW CYS 8802 5 18.50 S 162,837.00
18 STRUCTURE BACKFILL. TYPE 1 CYS 6658 S 18,50 $ 123,173.00
19 STRUCTURE BACKFILL,TYPE 2 CYS 672 $ 28.00 $ 18.816,00
20 STRUCTURE BACKFILL.TYPE 3 CYS 17995 $ 18.50 $ 332,907.50
21 STRUCTURE BACKFILL,TYPE 5 CYS 671 $ 74,00 S 49,654.00
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL.LIME TON 5362 $ 94.51 $ 506,762.52
23 COMPACTED AGGREGATE,NO,53,BASE TON 7298 $ 16.00 $ 116,768.00
24 SUBBASE FOR PCCP CYS 1542 $ 35.82 $ 55,234.44
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118 $ 36.64 S 4,323.52
26 MILLING.ASPHALT, 1 1/2 IN, SYS 7144 $ 3.32 $ 23 718.08
27 PROFILOGRAPH,I1MA LS 1 $ 7.500.00 $ 7,500.00
28 HMA SURFACE.TYPE A TON 132 5 100.00 $ 13,200.00
29 HMA SURFACE,TYPE C TON 701 $ 100.00 $ 70,100.00
30 HMA INTERMEDIATE,TYPE A TON 406 $ 60.00 $ 24,360.00
31 HMA INTERMEDIATE,TYPE C TON 950 $ 69.00 S 65,550.00
32 HMA INTERMEDIATE,OG,TYPE C TON' 1089 $ 65,00 $ 70,785.00
33 HMA BASE,TYPE C TON 2619 $ 60.00 $ 157.140,00
34 HMA INTERMEDIATE,OG,TYPE 0 TON 3964 $ 60.00 $ 237,840.00
35 HMA SURFACE,TYPED TON 2796 $ 100.00 S 279.600.00
•
•
PART 3A
•
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
36 HMA INTERMEDIATE.TYPED TON 3161 5 65.00 S 205,465.00
37 HMA BASE.TYPED TON 12400 $ 57.00 $ 706,800.00
38 HMA WEDGE AND LEVEL,TYPED TON 1073 S 55.00 $ 59,015.00
39 ASPHALT FOR TACK COAT TON 27 $ 540.00 $ 14,580.00
40 PCCP, 12 IN. SYS 6053 $ 49.34 $ 298,655.02
41 PCCP TRUCK APRON,7 IN. SYS 790 $ 42.94 5 33.922.60
42 PCCP.4 IN. SYS 196 $ 56.35 $ 11,044.60
43 D-1 CONTRACTION JOINT LFT 3751 $ 11.38 S 42,686.38
44 CONCRETE IMPRINTING SFT 10326 $ 4.50 S 46.467.00
45 GUARDRAIL.W BEAM,6 FT.3 IN.SPACING LFT 1106 $ 17.00 $ 18,802.00
46 GUARDRAIL.TRANSITION TYPE TGB EACH 1 5 1,900.00 $ 1,900.00
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 $ 60.00 $ 60.00
48 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 $ 14,400.00 $ 28,800.00
49 IMPACT ATTENUATOR,R2,W2•'TL-3 EACH 2 $ 14,40(1.00 5 28,800.00
50 GUARDRAIL END TREATMENT,OS EACH 3 $ 2.275.00 5 6,825.00
51 HANDRAIL,PEDESTRIAN LET 133 $ 148.25 $ 19,717.25
52 ORNAMENTAL RAILING LFT 2135 $ 140.00 5 298.900.00
53 BARRIER DELINEATOR EACH 55 $ 50.00 $ 2,750.00
54 CURB RAMP,CONCRETE,C SYS 89 $ 155.00 S 13,795.00
55 CURB RAMP.CONCRETE,F SYS 21 $ 130.00 $ 2.730.00
56 CURB RAMP,CONCRETE.G SYS 15 $ 195.00 $ 2,925.00
57 CURB RAMP,CONCRETE,H SYS 53 $ 80.00 $ 4.240.00
58 CURB RAMP.CONCRETE.L SYS 21 $ 135.00 $ 2,835.00
59 CURB.INTEGRAL,B.CONCRETE LFT 957 $ 13.20 $ 12,632.40
60 CURB.CONCRETE,MODIFIED LFT 434 $ 16.50 5 7,161.00
61 CURB AND GUTTER,B.CONCRETE LFT 1562 $ 18.00 $ 28,116.00
62 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2692 $ 13.50 $ 36,342.00
63 CURB AND GUTTER B,CONCRETE.MODIFIED LET 1947 $ 12.50 $ 24.337,50
64 CURB AND GUTTER.C.CONCRETE.MODIFIED LFT 1145 $ 16.00 $ 18,320.00
65 CURB TURNOUT EACH 3 $ 200.00 $ 600.00
66 CURB AND GUTTER,CONCRETE,ROLL LET 476 $ 17.00 $ 8,092.00
67 MODIFIED CURB TURNOUT EACH 70 $ 50.00 $ 3,800.00
68 PAVED SIDE DITCH,A LFT 472 $ 106.50 $ 50.268.00
69 HMA FOR APPROACHES,TYPE A TON 332 $ 95.00 $ 31.540.00
70 PCCP FOR APPROACHES,6 IN. SYS 115 $ 70.00 $ 8,050.00
PART 3A
•
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
71 MAILBOX ASSEMBLY.SINGLE EACH 3 $ 150.00 $ 450.00
72 MAILBOX ASSEMBIY.DOUBLE EACH 2 $ 200.00 $ 400.00
73 GEOTEX TILES SYS 310 $ 2.15 S 666.50
74 RIPRAP,CLASS 2 TON 21 5 85.00 $ 1,785.00
75 RIPRAP.REVETMENT TON 272 $ 28.00 $ 7,616.00
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 500.00 $ 1,000.00
77 MULCHED SEEDING.T.CONVENTIONAL MIX SYS 13039 $ 0.32 $ 4.172.48
78 EROSION CONTROL BLANKET SYS 1198 $ 1.35 $ 1,617.30
79 FERTILIZER TON 2 $ 700.00 $ 1,400.00
80 SEED MIXTURE.U IBS 808 5 4.00 $ 3.232-00
81 MULCHING MATERIAL TON 11 $ 450.00 $ 4,950.00
82 WATER kGAL 37 $ 10.00 $ 370.00
83 TOP SOIL CYS 7042 5 7.50 S 52,815.00
84 SODDING,NURSERY SYS 8902 $ 3.35 5 29,821.70
85 IRRIGATION CONDUIT LFT 500 5 22.48 $ 11.240.00
86 CORED HOLE IN CONCRETE EACH 1 $ 2,279.61 $ 2,279.61
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH I $ 2,422.88 $ 2.422.88
88 REINFORCED CONCRETE MOMENT SLAB, 12 IN. SYS 2118 $ 77.33 $ 163.784.94
89 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503 $ 117.93 S 59.318.79
90 MODIFIED PS-2 BRIDGE RAIL.TYPE II LFT 323 5 83.16 $ 26,860.68
91 MODIFIED 33 IN.BRIDGE RAIL.TYPE I LFT 1689 $ 83.39 $ 140,845.71
92 SEAL COAT,GRAFFITI RESISTANT SFT 59181 $ 0.52 S 30.774.12
93 SURFACE SEAL SFT 19077 $ 0.39 $ 7,440.03
94 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT.X 4 FT. LET 115 $ 375.00 $ 43,125.00
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LIT 253 $ 365.00 $ 92.345.00
96 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 96 $ 115.00 $ • 11,040.00
97 PIPE,TYPE 4.CIRCULAR,6 IN. LFT 9107 $ 5.70 5 51,909.90
98 PIPE.TYPE 4,CIRCULAR.12 IN. LFf 20 $ 60.00 $ 1,200.00
99 PIPE,UNDERDRAIN OUTLET,6 IN. LFT 775 $ 15.15 $ 11 741.25
100 PIPE,REINFORCED CONCRETE,CIRCULAR, 12 IN. LFT 1756 $ 28.00 $ 49,168.00
101 PIPE,REINFORCED CONCRETE,CIRCULAR, 15 IN. LFT 535 $ 32.00 $ 17,120.00
102 PIPE.REINFORCED CONCRETE,CIRCULAR. 18 IN. LFT 330 $ 35.00 $ 13,300,00
103 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. LFT 916 $ 50.00 $ 45.800.00
104 PIPE.TYPE 4,CIRCULAR.4 IN. LFT 593 5 25.00 $ 14,825.00
105 VIDEO INSPECTION FOR PIPE LFT 3688 $ 1.00 5 3,688.00
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carina/
Project No, 07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM UNIT UNIT QUANTITY PRICE TOTAL
106 OUTLET PRO FECFOR,2 EACH 11 $ 40000 $ 4,400.00
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000 $ 1.00 $ 3.000.00
108 AGGREGATE FOR UNDERDRAINS CYS 1018 $ 30.00 5 30,540.00
109 GEOTEXTILES FOR UNDERDRAIN SYS 10834 $ 1,00 S 10,834.00
110 A2000 SIN,PVC.PERFORATED LET 2000 $ 7.00 5 14,000.00
111 INLET TYPE HA EACH 8 $ 2,700.00 $ 21,600.00
112 CASTING,ADJUST TO GRADE EACH 3 S 700.00 $ 2,100.00
113 INLET, J19 EACH 2 $ 1.400.00 5 2.500.00
114 INLET.MID EACH 2 5 2,000.00 5 4,000.00
115 INLET,UA EACH 1 S 2,000.00 S 2,00060
116 CATCI I BASIN,El EACII 3 $ 1,600.00 $ 4,800.00
117 CATCH BASIN,K10 EACH 6 $ 1,750.00 $ 10.500.00
118 MANHOLE,C4 EACH 9 S 1,800.00 $ 16,200.00
119 MANHOLE,.1 EACH 2 5 5,00000 $ 10,00000
120 STRUCTURE, INLET,RECONSTRUCT LFT 2 S 960.00 $ 1,920.00
121 MANHOLE.02 EACH 7 $ 2,200.00 $ '15,400.00
122 MANHOLE,J4 EACH 2 $ 4000000 $ 80.000.00.
123 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1 $ 65,000.00 $ 65,000,00
124 MASONRY COATING LS 19077 $ 1.25 $ 23,846.25
125 CONCRETE STAINING SET 40105 $ 4,00 $ 150,420,00
125 FACE PANELS.CONCRETE SET 49079 $ 15.35 $ 716,522..65
127 WALL ERECTION SIT- 40679 $ 5.98 5 279,14042
128 LEVELING PAD,CONCRETE LFT 3342 $ 11.55 5 38.600.10
120 COARSE AGGREGATE,NO.B TON 3330 S 21.19 S 70,502.70
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79 5 244.91 S. 19,347.80
131 MODULAR BLOCK WALT.EREC IION SYS 79 $ 161.71 $ 12,77569
132 CONSTRUCTION SIGN,C EACH 16 $ 260.70 5 4,171.20
133 ROAD CLOSURE SIGN ASSEMBLY EACH L $ 322.03 5 0044.06
134 TEMPORARY PANEL SIGNS SYS 124 5 160,00 $ 19,840.00
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256 5 53.00 $ 13,566.00
136 TEMPORARY PAVEMENT MARKING,REMOVABLE,9 IN. LET 1500 $ 1.74 $ 2,610.00
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6 $ 189.13 $ 1,134.78
138 CONSTRUCTION SIGN,A EACH I $ 245.36 $ 245.36
139 FLASHING ARROW SIGN DAY 120 $ 7.16 $ 859,20
140 MAINTAINING TRAFFIC L3 1 $ U $
r'S�o00 ��d7,6��"�..v
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,57-0$F Alternate Bid p1
Keystone Para way end 1361),Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
141 BARRICADE.Ill-A LFT 43 $ 15.85 $ 760.80
142 BARRICADE,III-B LET 108 $ 17.89 S 1.932.12
143 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 S 9.993.24 5 19.986718
144 SIGN POST,SQUARE.1. REINFORCED ANCHOR BASE LFT 526 5 13,55 S 7,127.30
145 SIGN.PANEL.WI'T'H LEGEND SF- 215 S 24.31 S 5.228.65
240 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10 $ 45181 $ 4.518.10
147 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN,THICKNESS SET 205 5 18.83 S 3,860.15
148 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SET 100 $ 17.86 $ 1,946.74
149 STRUCTURAL STEEL,BREAKAWAY LBS 2019 $ 3.87 $ 7,013.53
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL.INSTALLED EACH 4 $ 2,134.26 $ 8.537.04
151 DECORATIVE STREET SIGN ASSEMBLY-INSTALLED EACH 2 $ 2.445.15 S 4,890.30
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS I $ 1,887 91 S 1,887.91
153 WIRE,NO.4 COPPER.IN PLASTIC DUCT, IN PLA.SI IC CONDUIT,4 VC LFT 775 $ 8.39 5 6,502.25
154 CONDUIT,PVC,2 IN, LFT 775 S 5.38 $ 4,169.50
155 CONDO I'I',STEEL,GALVANIZED,2 IN. I_FT 537 $ 15.60 $ 8,377,20
156 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT.4 11C LFT 537 $ 8.39 $ 4.505.43
157 HANDIIOLE,LIGHTING EACH 8 $ 848.75 $ 6,790.03
158 LIGHT STANDARD FOUNDATION,3 FT,DIA_X 8 FT. EACH 28 $ 1.015.49 $ 28.43372
159 JUNCTION BOX EACH 2 $ 561,54 S 1,123.03
100 WIRE,NO.4,COPPER.IN PLASTIC OUL f.1N'TRENCH,411C LFT 7452 S 7.85 $ 58,408,20
161 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 2 S 96278 $ 1,925.56
162 SERVICE POINT,II EACH 2 $ 6.000,00 $ 12000.00
163 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3 $ 12.91 $ 38,73
164 CONNECTOR KIT.UNFUSED EACH 28 $ 32.27 $ 903.56
165 CONNECTOR KIT.FUSED EACH 28 $ 32.27 S $0356
166 MULTIPLECOMPRESSION FITTING,NON-WATERPROOFED EACH 60 $ 10.76 S 645.50
167 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28 5 53.79 $ 1,506.12
168 INSULATION LINK,NONWATERPROOFED EACH 56 $ 10.76 5 6025E
169 INSULATION LINK,WATERPROOFED EACH 32 S 53.79 5 1.72128
170 CABLE DUCT MARKER EACH 13 S 75.30 $ 978.90
171 POLE CIRCUIT CABLE,1C NO.'IOSTRANDED COPPER LET 1920 5 071 $ 1,363.29
172 CABLE INTERDUCT' LFT 1370 $ 15.06 $ 20,632 20
173 HANDFIOLE EACH 5 $ 740.11 $ 3,700.55
174 LUMINAIRE, ROADWAY,METAL HALIDE,250 WATT.PORT HURON EACH 17 $ 1,583.04 S 26,571158
175 LUMINAIRE, ROADWAY, METAL HALIDE,250 WATT.MONGOOSE EACH 11 $ 952.02 S 10,472,22
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
TEl DESCRIPTION UNIT QUANTITY PRICE TOTAL UNIT
176 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE. 150 WATT EACH 2 $ 1,021.95 $ 2,043.00
177 LIGHT FOUNDATION.BRIDGE MOUNT.WITH GROUNDING EACH 4 $ 180.72 $ 722.88
178 LIGHT POLE,30 FF.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11 $ 1,947.08 $ 21,117.88
179 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM.TRANSFORMER BASE. EACH 13 $ 7,935119 $ 103.163.97
DECORATIVE POLE.MAST ARM AND BASE
180 LIGHT POLE, 15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4 $ 6,438.27 $ 25.753.08
DECORATIVE PO E MAST ARM AND BASE
181 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 11 $ 184,02 S 2.024.22
182 LINE.EPDXY,BROKEN,WFIITE,4 IN. I.FT 132 $ 0,44 5 58.08
183 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE.24 IN. LFT 440 $ 5.62 $ 2,472.80
184 LINE.EPDXY.SOLID,WHITE,4 IN. LFT 2509 $ 0.44 $ 1.10396
185 LINE.EPDXY,SOLID.YELLOW,4 IN. LFT 2784 $ 0.44 S 1,224.96
186 LINE,EPDXY.SOLID.WHITE,8IN. LFT 241 5 0.73 $ 175,93
187 TRANSVERSE MARKING,REMOVE LFT 77 $ 10.22 $ 788.94
188 LINE.THERMOPLASTIC.BROKEN.WHITE,4 IN. LFT 2283 $ 0.40 $ 913,20
189 LINE.THERMOPLASTIC,SOLID,WRITE.4 IN. LFT 7478 5 0.40 $ 2,991.20
190 LINE,THERMOPLASTIC,SOLID.WHITE,8IN. LFT 2510 S 0.72 $ 1,807.20
191 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LFT' 217 $ 5.62 $ 1,219.54
192 LINE,REMOVE LET 800 $ 0.38 $ 304,00
193 LINE,EPDXY,SOLID,WHITE,24 IN, LET 28 $ 14.72 $ 412.16
194 LINE,THERMOPLASTIC,SOI-ID,WHITE,GIN. LFT 357 $ 1.79 $ 639.03
195 LINE.THERMOPLASTIC,SOLID.YEI.LOW,4 IN, LFT 9441 $ 0.40 $ 3,776.40
196 TRANSVERSE MARKINGS.THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH LFT 30 5 10.22 $ 305.60
LINE 121N,
197 TRANSVERSE MARKINGS.THERMOPLASTIC.STOP LINE,24 IN. LFT 80 $ 10.22 $ 817.60
198 TRANSVERSE MARKINGS,THERMOPLASTIC."SHARKS TEETH" LFT 81 $ 10.22 S 827.82
199 PAVEMENT MESSAGE MARKINGS,TIERMOPLASTIC,LANE INDICATION EACH 6 $ 153.35 S. 920.10
ARROW
201) PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 S 204.47 $ 408.94
201 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,FISHHOOK LANE EACH 2 $ 281.14 $ 562.28
INDICATION ARROW
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233 $ 29.11 5 6,782.63
203 LINE,THERMOPLASTIC,SOLID,YELLOW,8IN. LET 236 S 0.72 $ 169.92
204 LINE,THERMOPLASTIC,BROKEN,WI IITE, 12 IN.,3 FT.STRIPE-3 FT.GAP LET 105 $ 6.65 $ 698.25
205 RETAINING WALT-MOCK UP LS 1 $ 15.622.00 $ 15,622.00
206 BRIDGE RAIL MOCK UP LS I $ 20,000.00 $ 20,000.00
207 FLAT-WORK MOCK UP LS 1 $ 10,000.00 $ 10,000.00
208 FORMLINER,WALT.PANELS SFT 46679 $ 0.50 $ 23,339.50
203 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 825 $ 24.68 $ 20,361.00
210 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LET 2169 $ 22.35 $ 48,477.15
PART 3A
CONTRACT ITEMS AND UNIT PRICES
Cry of Cannel
Project No.07-0$F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT OUANTVTY PRICE TOTAL
135TH ST BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1 $ 100,000.00 S 100,000.00
212 MOBILIZATION AND DEMOBILIZATION L5 I $250 000.00 5 250,000.00
213 EXCAVATION,DRY CYS 163 $ 1074 $ 1750.62
211 B BORROW CYS 55 $ 45 55 $ 2,505.25
215 AGGREGATE FOR END BENT BACK FILL CYS 178 5 43.45 $ 7,734.16
21G DENSE GRADED SUBBASE CY5 32 5 7079 $ 2,265.28
217 CONCRETE IMPRINTING SET 6025 5 4.50 $ 40,162.50
218 ORNAMENTAL RAILING I.FT 225 5 140.00 5 31.50040
210 CURB,INTEGRAL,CONCRETE LFT 168 $ 15.00 S 2,520.00
220 REINFORCED CONCRETE BRIDGE APPROACH 5Y5 188 $ 75.28 5 14,152.664
221 GEOTEXTILES SYS 390 $ 1.94 5 756-60
222 DYNAMIC PILE LOAD TEST EACH 2 $ 6,000.00 S 12.000.00
223 TEST PILE,RESTRIKE EACH 2 $ 1,000.00 $ '1,000.00
224 TEST FILE EACH 2 5 ?97067 $ 5,941.34
225 PILE TIP,STEEL H EACH 62 S 100.00 $ 6,200.00
225 PILE,STEEL FI, PIP 12 X 53 LFT 2380 5 44.31 $ 105.457.80
227 PILE.STEEL H,HP 12 X 74 LFT 2960 5 56.39 $ 149,997:10
228 CONCRETE.A,SUBSTRUCTURE CYS 240 $ 50000 $ 120,000.00
229 CONCRETE.B.FOOTINGS CYS 90 $ 250.00 $ 22,500.00
230 REINFORCING BARS LBS 74159 $ 0.75 5 55,626.75
231 REINFORCING BARS,EPDXY COATED LBS 228775 5 0.84 $ 192,17100
232 CONCRETE,G.SUPERSTRUCTURE CYS 961 S 570.00 5 547.77000
233 CONCRETE,C.RAILING CYS 43 S 530.00 $ 24,941100
234 STRUCTURAL MEMBERS,CONCRETE I.BEAM,III,45 IN.X 15 IN. LFT 1505 $ 200.00 $ 301,000,00
235 SURFACE SEAL LS 1 $ 8,00000 8 8000.00
236 ANCHOR PLATE,AP 1 EACH 56 $ 500.00 $ 23,000.00
' 237 PIPE,END BENT DRAIN,6IN, LIT 504 $ 3.79 S. 1,910.16
238 MASONRY COATING SF- 6490 $ 1.25 5 8,112.50
239 CONDUIT.PVC.2 IN, LFT 237 5 5.38 $ 1,27506
210 CONCRETE STAINING SR- 263 $ 4.00 5 1.052.00
241 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $ 6,000.00 $ 12,000.00
242 FORMLINE,SPECIALTY.CITY SEAL EACH 2 $ 5,000.00 $ 10,000.00
243 FORMILINER,BRIDGE RAIL.REAR FACE LFT 220 $ 52.82 5 12095.78
244 FORMILINER.BRIDGE RAIL,FRONT FACE I.FT 229 $ 46.31 5 10,504 99
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 13618 Street interchange
•
ITS DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO. COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS 1 S 100.000.00 [5 100,00000
246 MOBILIZATION AND DEMOBILISATION L5 1 $32�713 j3 7+2 Y4t
248 DEBRIS REMOVE LS 1 5 10.000.00 5 10,000.00
250 GUTTER TURNOUT', REINFORCED CONCRETE.REMOVE EACH 1 S 20000 a 200.3(I
251 PRESENT STRUCTURE.REMOVE PORTIONS 1.5 1 5 200,000.00 $ 200.000.30
252 EXCAVATION,WATERWAY CYS 1240 5 7,871 $ 9,721.60
253 EXCAVATION.WET CY5 117 $ 7.97 $ 932.49
• 254 EXCAVATION.DRY CYS 73 $ 8.29 $ 646.62
255 AGGREGATE FOR END BENT BACKFILL CYS 106 $ 63.18 5 6,823 Al
256 DENSE GRADED SI.IBBASE CYS 118 $ 73.14 $ 8.030.52
257 CONCRETE IMPRINTING • SFT 2085 5 4.50 $ 9,387,00
258 GUARDRAIL TRANSITION TYPE TGB EACH 4 $ 1.90000 $ 7,600.00
259 BARRIER DELINEATOR EACH 10 $ 7.23 $ 72.30
260 CURB, INTEGRAL.CONCRETE LFT 105 $ 12.00 $ 1,260.00
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 599 $ 52.72 S 36,851.28
262 RIPRAP. REVETMENT TON 1009 5 25.00 $ 28,252.00
263 GEOlEx7ILES 855 1497 S 2.15 $ 3218.55
264 SLOPEWALL,CONCRETE.4 IN. 54'S 329 $ 50.00 $ 16,45000
265 PILE,CONCRETE,S4 EEL SHELL ENCASED,0.184 IN., 12 IN LFT 25 $ 226.76 $ 5,069.00
206 DYNAMIC PILE LOAD TEST EACH 2 $ 5.500 00 $ 11,000.00
267 TEST PILE,RESTRIKE EACH 2 $ 1.000.00 5 2,00000
268 TEST PILE EACH 2 $ 3,000,00 5 6000.00
269 PILE,STEEL H.HP 12 X 53 LFT 2504 5 44,22 5 110,726.80
270 PILE TIP,STEEL H EACH 40 S 100.00 S 4.00000
271 CONCRETE,A,SUBSTRUCTURE CYS 305 5 $00.00 $ 152,500.00
272 CONCRETE,B.FOOTINGS CYS 14 $ 570.00 $ 7,980.00
273 FIELD DRILLED HOLE IN CONCRETE EACH 96 $ 17.19 $ 1,650.24
274 REINFORCING BARS LBS 28573 $ 0.75 $ 21,42975
275 REINFORCING BARS,EPDXY COATED LBS 217786 $ 0.84 $ 182 940.2,1
276 'THREADED TIE BAR ASSEMBLY.EPDXY COA FED EACH 62 $ 59.42 $ 3,684.01
277 CONCRETE,C.SUPERSTRUCTURE CYS 816 $ 668 62 $ 545.593.92
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid 01
Keystone Parkway and 136th Street Interchange
ITEM I DESCRIPTION UNIT QUANTITY PRICE
TOTAL
278 CONCRETE,C.RAILING CYS 2G 5Ort I 4I['^� to
279 CONCRETE BRIDGE RAILING TRANSITION.TBO EACH 4 Z, � G1'1 CO
280 STRUCTURAL MEMBERS.CONCRETE I.BEAM, II,36IN.A 12 IN. LET I 2352 00 `�S','�.�1d./'�oo
281 SURFACE SEAL LS 1 I c1 e `D `,'o
282 ANCHOR PLATE,AP 1 EACH 54 4o'59 25 ! M
1
283 PIPE,ENO BENT CRAIN,GIN. LFT 340 4. 3C 114' JJf2
284 PIPE,PVC,6IN. LFT 125 23.6.1 1
2. c�d `2-5
255 CONDUIT.PVC,2 IN. LFT 375 s-,vg 21ot . 2
286 GRATES,BASINS,AND FITTIGS,CAST IRON LBS 576 r- (2C2 4.2 U3Z,C74_
287 BORROW CYS 19349 R 5 145'` r tl-
288 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1 101rtiet 80,0w 99
289 MODIFIED 33 IN,BRIDGE RAIL,TYPE II LFT y�478 liQI' I -4-I1
TOTAL: K [�� Z.81 I_' `./ g, 3S?.
SUBMITTED BY: Walsh Construction Company
fr „..4„,
SIGNATURE c
J e y P . Dunifon
TITLE: Vice President
ADDRESS: 2749 N. State Road 39
LaPorte , IN 46350
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
project No,177-O8F Alternate 24 Sase Bed Adjustment
Keystone Parkway and 136th Sheet interchange
ITEM DESCRIPTION UNIT
NO. UNIT QUANTITY PRICE TOTAL
9 EXCAVATION,COMMON! CYS 1681 I •� lc,z1-l.I)-12
23 COMPACTED AGGREGATE.NO.53, BASE TON 10331 19 ° asel 00
32 HMA INTERMEDIATE,DC,TYPE C TON j-134) 55.,x — �� �
33 HMA BASE.TYPE C ?1O C i�
TON 1-1475)34 HMA INTERMEDIATE,DC,TYPED TON (-1497) d0
( , 5s.- -$233s,pD
38 HMA BASE,TYPED TON (-3077) ,°a — vim (n96 co
297 BORROW CYS (-1392) �-. 0 4440 00
296 GEOGRID,INSTALLATION SYS 20E50 4,is qgl O /}
TOTAL ADJUSTMENT TO BASE BID: _' r ( I
SUBMITTED BY: Walsh Construction Company
SIGNATURE
.ffryP. DUnifon
TITLE: Vice President
ADDRESS: 2749 N. State Road 39
LaPorte , IN 46350
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate 213 Alternate Hid 2,1 Adjustment
Keyslone Parkway and 176th Street Interchange
ITEM DESCRIPTION UNIT I QUANTITY UNIT TOTAL
NO. PRICE
I rr -7�y
9 EXCAVATION,COMMON CYS 1001 '(•OQ '$1 4T i CO
23 COMPACTED AGGREGATE,NO-53,BASE TON 10331 fqt do ;gG,12g[t Ao
32 HMA INTERMEDIATE,OG.TYPE C TON (-134) SS Oa —-.( 370. OP
33 HMA BASE.TYPE C TON 1-1479) 99.00 - +3r9 ca.OO
34 HI-0A INTERMEDIATE,OG,TYPE D TON (-1497) 5$ c _22,3-3s-
37 HMA BASE,TYPED TON (-3077) 4gk v0 - 147, lj/I r
237 BORROW CYS (-1392) -:3 50 — go,`l440. CIS
288 GEOGRID,INSTALLATION SYS 20550 4,,q'S qgr tig44 PP--
TOTAL ADJUSTMENT TO ALTERNATE BID#1 : — I r (43• EC'
SUBMITTEDBY: wa.ish Construction Company
SIGNATURE ,, v*
—
ft ery P. Dunifon
TITLE: Vice President
ADDRESS: 2749 N. State Road 39
LaPorte, IN 46350
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 10/03/08
2 10/10/08
3 10/13/08
•
BID-4 JN20030661.c4.FFnoc
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 Eichler and deemed by 0?JWER 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,
BID-5 mon3o661 C4.ee.DOC
BID PROPOSAL SUMMARY PAGE
Complete the following information and place as the cover page to your bid
packet. Insert all documents into an envelope with project name and your
company name clearly marked on the outside. Seal the envelope.
Company: MILESTONE CONTRACTORS, L.P.
Project Name: KEYSTONE PARKWAY AND 136TH STREET INTERCHANGE
CITY OF CARMEL PROJECT #07-08F
Date Submitted: OCTOBER 15, 2008
Base Bid Amount: I /L,/gs coo. °
Alternate 1 Bid
Amount S 6-90, coo.
Alternate 2a Bid
Amount bedt.c4 tty4,y So
z� .
Alternate 2b Bid
Amount: beciuJ 4 is-3, 4 r3. 525
•
Revised 1002008
•
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 filly and accurately filled in and completed and notarized.
Project: Keystone Parkway and 136"Street Interchange , City of Carmel
Project#07-08F
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at the
intersection of Keystone Parkway and 136" Street, reconstruction of
Keystone Parkway segments running north and,south of the
interchange, and reconstruction o f portions of 136"Street directly
• east and west of the interchange. Project includes new construction
of a two-span bridge over Keystone and bridge reconstruction for the
existing Keystone bridges over Cool creek.
Date: OCTOBER 15, 2008
To: City of Carmel, Indiana, Board of Public Works and Safety •
B l ll-1 1N20030661.C4.FE.DOC
PART 1
BIDDER INFORMATION
(Print)
1.1 Bidder Name: MILESTONE CONTRACTORS, L.P.
•
1.2 Bidder Address: Street Address: 3410 SOUTH 650 EAST / P.O. BOX 3004
City: COLUMBUS State: INDIANA Zip: 47203/ 47202
Phone: 812-579-5248 Fax: 812-579-4284
•
1.3 Bidder is a/an [mark one]
LIMITED
Individual x Partnership Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or,joint venture
parties is a foreign corporation. Note: To do business in or with the City of 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 IN20a30661,C4.FE.DOC
PART 2
BID PROPOSAL
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
estimated unit quantities for such Contract Items, total SIXTEEN MILLION ONE HUNDRED
EIGHTY FIVE THOUSAND DOLLARS AND NO CENTS Dollars ($ 16,185,000.00 ). 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 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.
Alternate 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 MILLION FIVE HUNDRED
NINETY THOUSAND DOLLARS AND NO CENTS Dollars ($ 15,590,000.00 ). 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
he performed or furnished under the Contract.
BID-3 [N20030661 Ca.FE.DOC
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Prof ea No.57.68F Base OW
Keystone Partway end 13616 Sweet InterCM14nge
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1 5115 0000e 0110.000.00
2 FIELD OFFICE,C MOS 15 54.300,00 $54.500 00
3 FIELD OFFICE INTERNET SERVICE MOB IS 5200300 5300000
4 MOBILIZATION AND DEMOBILIZATION L5 1 5520,000.00 5520,00000
5 CLEARING RIGHT OF WAY 1.5 1 5260.000.00 5260,000.00
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 53,400.00 I 53,403.00
7 PAVEMENT REMOVAL SYS 14712 $1200 I 5176,54400
6 GUARDRAIL.REMOVE LFT 2013 5200 55,233.80
9 EXCAVATION,COMMON COS 34023 518.00 $012,414 00
10 EXCAVATION,UNCLASSIFIED CYS 4935 $18312 588,84600
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10 59000 $90000
12 TEMPORARY CHECK DAM.REVETMENT RIPRAP TON 69 580.00 $7.12000
13 TEMPORARY DITCH INLET PROTECTION EACH 18 $90.00 $1,52000
14 TEMPORARY SEDIMENT TRAP TON 219 5800E $1.520.00
15 TEMPORARY SILT FENCE LEO 4566 $200 ¶9,17205
10 SUBGRADE TREATMENT,TYPE I 57S 39355 25.50 5215,342.50
17 B BORROW CYS 8502 532.00 5281654.00
IS STRUCTURE BACKFILL,TYPE I CYS 62511 $22.00 5146.47800
19 STRUCTURE BACKFILL,TYPE 2 CYS 672 550.00 535,000.00
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995 532.00 5575.840.00
21 STRUCTURE BACKFILL,TYPE 6 CYS 671 513000 $90.58500
22 CHEMICAL MODIFIER,SOILS,ECDIFYINS WET FILL SOIL,LIME TON 5362 5100.00 5036.20000
33 COMPACTED AGGREGATE,NO.53,BASE TON 10910 $18.00 5106,36000
24 SUBBASE FOR POOP CYS 1542 531,00 557,054.00
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 116 525,00 $2950.00
26 MILLING,ASPHALT,1 1I2 IN. SY5 7144 55.50 52500400
27 PROFILOGRAPH,HIM 1.5 I $5000.00 55000.00
28 HEIR SURFACE,TYPS A TON 132 5120.00 515,840.09
29 HEM SURFACE,TYPE C TOM 701 $100.00 570,100.09
30 HIM INTERMEDIATE.TYPE A TON 406 $92.00 $37,552.00
31 HEIR INTERMEDIATE,TYPE C TON 050 070.00 560500.00
32 HEM INTERMEDIATE,COO TYPE C TON 1969 579.00 55(4031,00
33 HMA BASE,TYPE C TON 2619 559.00 $15450100
34 HM1W INTERMEDIATE,CC,TYPE 0 TON 3904 57100 $281,444 00
35 MIA FOR I EMPORARY PAVEMENT TON 0577 $5700 5574859.00
SE NITA SURFACE.TYPE O TON 2796 59300 5260,025.00
57 HEM INTERMEDIATE.TYPE D TON 3101 50600 5205,424.00
35 HEM BASE_TYPE 0 TON 12100 55300 5657,200.00
39 LIMA'WEDGE AND LEVEL,TYRE O TON 1015 570.00 $75.110.00
40 ASPHALT FOR TACK COAT TON 27 531000 $3.370.00
41EM11 ED EY:MILESTONE CONTRACTORS,L.F.
PART 3
CONTRACT ITEMS AND UNIT PRICES
City or Carmel
Project No.07-08F Bassi aid
Keystone Parkway and 13615 Sheet Interchange
INEM DESCRIPTION UNIT QUANTITY PRICE
T01 AL
41 POOP.12 W. 585 6053 67500 $423710.00
42 PCCP TRUCK APRON,7 I. SYS 790 95200 941.05500
43 PCCP,4 IN, SYS 190 54200 00,232-00
44 RI CONTRACTION JOINT EFT 3751 $11.50 543,136.00
45 CONCRETE IMPRINTING SET 15326 53.70 $33206.20
46 GUARDRAIL,NJ BEAM,6 FT.3 IN-SPACING LEI' 1106 $10.00 $19908.00
47 GUARDRAIL TRANSITION TYPE TGB EACH 1 5200100 $2,000.00
40 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 59440 5541”0
49 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 515.10000 43020000
50 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 515.10000 530,20000
51 GUARDRAIL END TREATMENT.OS EACH 3 52.350.00 57,050 00
52 HANDRAIL,PEDESTRIAN LET 133 515500 520.615.00
53 ORNAMENTAL RAILING LFT 2135 512600 5260.07500
54 BARRIER DELINEATOR EACH 55 02600 51430,00
55 CURB RA MP,CONCRETE.C 585 69 5235.00 $20,915.90
50 CURB RA MP,CONCRETE.F SYS 21 $17500 $3.455.00
57 CURB RAMP.CONCRETE,G SYS 15 $23500 $3„25.00
58 CURB RAMP.CONCRETE,H SYS 53 S80 00 $4240.00
59 CURS RAMP,CONCRETE.L SYS 21 5180 00 53,780.00
60 CURB,INTEGRAL,B.CONCRETE LET 957 51550 514305.00
61 CURE,CONCRETE.MODIFIED LOT 414 525,00 $10,950.00
62 CURE AND GUTTER,B.CONCRETE LFT 1552 52500 $30.114O.00
63 CURE AND GUTTER.CONCRETE,MOOT-lED LFT 2092 51800 $49,456.00
_
04 CURB AND GUTTER,B,CONCRETE.MODIFIED EFT 1947 517.00 $33,09900
65 CURB AND GUTTER,C,CONCRETE,MODIFIED LET 1145 52600 520,770 TO
66 CURB TURNOUT EACH 3 61,700.00 $5,100-00
87 CURB AND CUTTER,CONCRETE.ROLL LFT 476 51800 $0,5&000
60 MODIFIED CURB TURNOUT EACH 70 5500,00 53800000
49 PAVED SEE DITCH.A LFT 472 $3000 514,16000
70 HMS FOR APPROACHES,TYPE A TON 332 911500 538,100.00
71 PCCP FOR APPROACHES,6 IN. SYS 115 $6500 $7,47800
72 roxthm ASSEMBLY.SINGLE EACH 3 $15500 $15590
73 MAILBOX ASSEMBLY.DOUBLE. EACH 2 521000 5120-00
74 GEOTEXTILES SYS 310 53.00 553000
75 RIPRA?,CLASS 2 TON 21 975.00 91,57500
76 RIPRAP,REVETMENT TON 272 550.00 513&00.00
77 (MOBILIZATION AND DEMOBILIZATION FOP.SEEDING EACH 2 554580 $1,690.00
79 MULCHED SEEDING,T.CONVENTIONAL MIX SYS 13039 50.30 53,911.70
79 EROSION CONTROL BLAN4ET SYS 119B 51,85 52210.30
80 FERTILIZER TON 2 $1,100.00 32,200.00
SUBMREO Br MLES ONECON IRECTORS,L P.
PART 3
CONTRACT ITEMS AND UNIT PRICES
City Of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
NE DESCRIPTION UNIT QUANTITY PRICE TOTAL
81 SEED MIXTURE.U LBS 808 52.70 52.181.60
82 MULCHING MATERIAL TON 11 $425.00 54,075.00
83 WATER IGAL 37 $1.00 537.00
84 TOP SOIL CYS 7042 525.00 $176,050.00
85 SODDING,NURSERY SYS 6902 $3.00 $26706.00
B6 IRRIGATION CONDUIT LET 500 $11.00 55,500.00
87 CORED HOLE IN CONCRETE EACH 1 $260.00 $26000
88 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1 $5,000.00 $5,003.00
89 REINFORCED CONCRETE MOMENT SLAB,12 IN, SYS 2118 $130.00 $275,340.00
90 IADDIFIED PS.2 BRIDGE RAIL-TYPE I LFT 503 $100.00 $95,570.00
91 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 323 5140,00 515.22000
92 MODIFIED 33 IN.BRIDGE RAIL,TYPE I LFT 1689 $135.00 5228,015.00
93 SEAL COAT.GRAFFITI RESISTANT SET 59181 50.55 $32,549.55
94 SURFACE SEAL SFF 19077 $040 $7,630.50
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE.6 FT.X 4 FT. LFF 115 $750.00 586.250.00
96 CULVERT.PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT LFT 253 $600.00 5151.800.00
97 TEMPORARY RETAINING WALL LS I $35,000.00 $35,000.00
98 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN. LET 96 $0000 $7.680.00
99 PIPE.TYPE 4,CIRCULAR.6 IN. LFT 0107 5375 $34,151.25
100 PIPE,TYPE 4,CIRCULAR,12 IN. LFT 20 $25.00 $500.00
101 PIPE,UNDERDRAIN OUTLET,6 IN. LFT 775 I $25.00 $19,375.00
102 PIPE,REINFORCED CONCRETE.CIRCULAR,12 IN. LFT 1756 54007 $70,240.00
103 PIPE,REINFORCED CONCRETE.CIRCULAR.15 IN. LET 535 $42.00 $22,470.00
104 PIPE,REINFORCED CONCRETE,CIRCULAR.IB IN. LFT 380 $45.00 517,10300
105 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. LFT 916 $50.00 $45,800.00
106 PIPE,TYPE 4,CIRCULAR.4 IN. LFT 593 55.50 $3,854.50
107 VIDEO INSF'ECTION FOR PIPE LIT 3668 $1.75 $6,454.00
108 OUTLET PROTECTOR,2 EACH 11 $680.00 $7,480 OD
100 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000 51.70 $5,100.00
110 AGGREGATE FOR UNDERDRAINS CYS 1018 537,00 $37,660.00
111 GEOTEXTILES FOR UNDERDRAIN SYS 10834 $1.15 $12,459.10
112 A2000 6 I.PVC,PERFORATED LFT 2000 $6.80 $13,600.00
113 INLET TYPE HA EACH 8 51,800 D0 $14400.00
114 CASTING,ADJUST TO GRADE EACH 3 $200.00 $000.00
115 INLET,A2 EACH 3 $1,700.00 55,10000
116 INLET,JIO EACH 2 51,700.00 $3,400.00
117 INLET.M10 EACH 2 $1100.00 53.40000
118 INLET.UA EACH 1 $2,100.00 $2,100.00
119 CATCH BASIN,EI EACH 3 $2,100.00 $6,300.00
120 CATCH BASIN,K10 EACH 6 $2,00000 $12,000.00
SUBMITTED BY,MLESTONE CONTRACTORS L P.
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.0748F Base Bid
Keystone Parkway and 13618 Shoat Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO PRICE
121 MANHOLE.C4 EACH 9 $1,900.00 $11,10000
122 MANHOLE,J EACH 2 55,200.00 510.400.00
123 STRUCTURE.INLET,RECONSTRUCT LFT 2 5700.00 51,400,00
124 MANHOLE,C2 EACH 7 $2,100.00 $14.700 00
125 MANHOLE,J4 EACH 2 54.800.00 $9,60000
126 STORMVAATER TREATMENT SYSTEM,TYPE I EACH 1 $27,000.00 527.030.00
127 MASONRY COATING LS 19377 $1.35 525,75395
128 CONCRETE STAINING SFr 40105 54.25 $170,446.25
129 FACE PANELS.CONCRETE SFT 46679 $20.00 5933.580.00
130 WALL ERECTION SFT 46679 5900 5120,111,00
131 LEVELING PAD.CONCRETE LFT 3342 $25.00 $03,550.00
132 COARSE AGGREGATE.NO.8 TON 3330 $25.00 $83,250.00
133 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 70 510000 $7,90000
134 MODULAR BLOCK WALL ERECTION SYS 79 $105.0D $8.29500
035 CONSTRUCTOR SIGN,C EACH 2 $340.00 $68000
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5 5340.00 $1,700.00
137 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN, LFT 27459 $0.75 520.594,25
138 TEMPORARY PAVEMENT MARKING.REMOVABLE,BIN. LFT 4865 51,70 $8,270.50
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20 5115.00 $2,30000
140 CONSTRUCTION SIGN,A EACH 35 5170.00 $5.950.00
141 CONSTRUCTION SIGN,B EACH 6 $42.50 $255.00
142 FLASHIN3 ARROW SIGN DAY GO 511.:0 $690.00
143 MAINTAINING TRAFFIC L5 1 553,029.90 553.02990
144 BARRICADE.IIMA LFT 132 520,00 52.64000
145 BARRICADE,IIMB LFT 228 $25.00 $5,700.00
146 TEMPORARY TRAFFIC BARRIER,TYPE 1 LET 2579 $18.00 $46,422.00
147 TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 385 $18.00 $6,930.00
148 TEMPORARY TRAFFIC BARRIER,TYPE 1.ANCHORED LFT 297 $2500 $7425.00
149 TEMPORARY TRAFFIC BARRIER,TYPE 2.ANCHORED LFT 2772 $25.00 $69,30000
150 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 57,250.00 $14,50000
151 SIGN POST,SQUARE.1,REINFORCED ANCHOR BASE LFT 528 $13.25 56,969.50
152 SIGN,PANEL,WITH LEGEND SFT 215 $23.75 $5,106.25
153 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII EACH 10 $440.00 54.40000
154 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0,080 IN,THICKNESS SET 205 $1840 $3,772.00
155 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.100 IN,THICKNESS SFT 109 $17.50 $1,907.50
156 STRUCTURAL STEEL.BREAKAWAY LBS 2019 53.75 57,571.25
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,OISTALLED EACH 4 $2,080.00 58.320.00
158 DECORA I IVE STREET SIGN ASSEMBLY,INSTALLED EACH 2 £2,380.00 $4760.00
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 51,850.00 $1,850.00
103 WIRE,510.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 775 $8.20 $6,355 00
SUBMITTED BY,MILESTONE CONTRACTORS,L P.
PART3
CONTRACT ITEMS AND UNIT PRICES
Oft,of canner
Project No 07418F ease Bid
' Keyerone Parkway and 436th Sireet interchange
ITEM _ UNIT
NO. DESCRIPTION UNIT QUANTITY pgICE TOTAL
151 CONDUIT,PVC.2 IN. LET 775 $525 54954.75
102 CONDUI'L STEEL,GALVANIZED.2 IN. LET 537 $15.25 56,18025
1[13 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN CONDUIT,4 VC LET 537 58.20 5040340
104 HANDHoLE,LIGHTING EACH 8 6820.00 $6,540.00
155 LIGHT STANDARD FOUNDATION 3 FT DIA.N 5 FT EACH 26 $000.00 $27,720,00
186 JUNCTION SOX EACH 2 $55000 $1100.00
COPPER 187 WIRE,NE 4. LET 7452 $7.75 557,753,00
1E8 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 8440.00 $1,880.00
109 SERVICE POINT,II EACH 2 $1,700.00 $9,400.00
TRA,NSIT1ON FITTINGS,GALVANIZED STEEL CONDUIT TO PLASM CABLE EACH 2 512.]5 $3825
171 CONNECTOR KIT,UNFuSED EACH 28 $31.]5 $89900
172 CONNECTOR KIT.FUSED EACH 28 $31.]5 $89300
173 MULTIPLE COMPRESSION FITTING,NON'WATERPRODFED EACH E0 $10.00 5555.00
174 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28 $52.25 51,45300
175 INSULATION LINK,NONWATERPROOFEC EACH 08 $10.25 $574.00
178 INSULATION LINK,WATERPROOFED EACH 32 $52.25 51,572,00
177 CABLE DUCT MARKER EACH 43 $73.75 5958.76
178 POLE CIRCUIT CABLE.I C NO.10 STgnNDEO COPPER IFT 1920 00.70 $1,344.00
179 CABLE INTBRDUCT LFT 1370 $14.75 520207_50
180 HANDHOLE EACH 5 $723.00 $3,62500
181 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17 $132500 525,02500
182 LU69NAIRE.ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH w 5930.00 510,23000
163 LUMNAIRE,UNDERPASS.WALL MOUNTED.METAL HALIDE,150 WATT EACH 2 $1.00000 $2,000.00
184 LIGHT FOUNDATION.BRIDGE MOUNT,WITH GROUNDING EACH 4 5175.00 5780,90
185 LIGHT POLE,30 FT E.M.H.DUAL 1.5 FT.MAST ARM.BREAKAWAY BASE EACH 11 $1,900.00 520,909.00
180 LIGHT POLE,30 FT.E.M.H.,B FT.MAST ARM,TRANSFORMER EASE, EACH 45 $7,754 00 $100.]`A.00
FCORATIVE POI F MAST ARM AND RASE
100 LIGHT POLE,15 FT.E,M.H„4 FT.MAST ARMl TRANSFORMER BASE, EACH 4 $8,30000 525200.00
DECORATIVE POLE MART ARM AND EASE
489 PAVEMENT MESSAGE MAPAINGS,REMOVE EACH 41 SAO 25 5008.75
189 LINE,EPDXY.BROKEN,WHITE,4 IN. LEI 132 50,50 550.00
190 TRANSVEPSE MARKINGS,THERMOPLASTIC CROSSWALK,WHITE,24 IN. LEI 440 54,00 51700.00
191 LINE,EPDXY,SOLID,WHITE,4 IN. LEI 2509 $0.50 51.254,50
192 LINE,EPDXY,SOLID,YELLOW,4 IN. LEI 2724 $0.50 51,392,00
193 LINE,EPDXY,SOLID,WHITE,R IN. LET 241 60.50 5192.80
194 TRANSVERSE MARKING,REMOVE LEY 77 $4.25 532725
195 LINE,THERMOPLASTIC,BROKEN.WHITE,4 IN. LET 2233 $0.40 $913.20
196 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN LET 747$ $0.40 02,091.20
197 LINE,THERMOPLASTIC,SOLID,WHITE,P IN LET 2510 81.00 52,51000
198 LINE,THERMOPLASTIC,SOLID,WHITE,2415, LET' 217 $4,00 5808.00
199 LINE PAINT',BROKEN.',MITE.4 IN. LET 1520 $850 $45000
200 LINE,PAINT,SOLID,WHITE,4 IN, LET 8754 $030 $2.020 20
SUBMSRED P.T MI.ESTONECONTRACTOR$.4 P.
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street ntemnange
ITEM
NO DESCRIPTION UNIT QUANTITY PRICE TOTAL
201 LINE,PAINT,SOLID,YELLOW,4 IN. LET 5600 $0.30 $1,680.00
202 LINE,REMOVE LFT 4857 50.45 $2,185.65
203 LINE.EPDXY,SOLID,WHITE,24 IN. LFT 28 $16.00 5448.00
204 LINE,THERMOPLASTIC,SOLID,WHITE,0 IN. LFT 357 50.90 5321.30
205 LINE,THERMOPLASTIC,SOLID.YELLOW,4 IN. LFT 9441 5040 $3,7/0.40
206 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW.CROSSHATCH LFT 30 53.75 $112.50
LINE 121N _
207 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 80 54.00 $320.00
2015 TRANSVERSE MARKINGS,THERMOPLASTIC,'SHARKS TEETH' LET B1 $8.00 5648.00
209 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.LANE INDICATION EACH 6 $86.00 $516.00
ARROW
210 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 $110.00 $220.00
211 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,FISHHOOK LANE EACH 2 5200.00 5524.0E
INDICATI -RROW
212 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233 $14.00 $3,262.00
213 LINE,THERMOPLASTIC,SOLID.YELLOW.B IN, LFT 236 $0.05 $224.20
214 LINE.THERMOPLASTIC,BROKEN.WHITE.12 IN„3 FT.STRIPE-3 FT.GAP LFT 105 $3.50 $367.50
215 RETAINING WALL MOCK UP LS 1 55.00000 $5,000.00
218 BRIDGE RAIL LOCK UP LS 1 $2,500.00 $2,500.00
217 FLAT-WORK MOCK UP LS 1 52,000.00 82,000.00
218 FORM,INER,WALL PANELS SET 46879 51.00 $40,679.00
219 FORIA,INER,MODIFIED PS.2 RAILING FOR ROADWAYS,FRONT FACE LFT 825 54.00 $3,300.00
220 FORM INER.33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2109 $600 $13,01400
136TH ST.BRIDGE ITEMS
221 CONS I RUCTION ENGINEERING LS 1 520,000.00 $20.000.00
222 MOBILIZATION AND DEMOBILIZATION LS 1 5100,000.00 $100,000.00
223 EXCAVATION,DRY CYS 163 555.00 $8,96500
224 B BORROW CYS 55 $32.00 $1,760.00
225 AGGREGATE FOR END BENT BACKFILL CYS 178 $8000 $14,240.00
226 DENSE GRADED SUBBASE CYS 32 $11000 $3,520.00
227 CONCRETE IMPRINTING SET 8925 $3.50 $31,237.50
228 ORNAMENTAL RAILING LFT 225 $120.00 $27,000.00
229 CURB,INTEGRAL.CONCRETE LET 100 $37.00 $6,216.00
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 188 $110.00 $20,680.00
231 GEOTEXTILES SYS 390 83.00 51,170.00
232 DYNAMIC PILE LOAD TEST EACH 2 $3,700.00 $7,40100
233 TEST PILE,RESTRIKE EACH 2 $2,800.00 $5.600.00
234 TEST PILE EACH 2 54,000.00 $8.000.00
235 PILE TIP,STEEL H EACH 62 $107.00 $6,634.00
236 PILE,STEEL H.HP 12 X 53 LET 2380 552.00 $123,76000
237 PILE.STEEL H.HP 12 X 74 LFT 2660 565.00 $172,900.00
238 CONCRETE,A,SUBSTRUCTURE CYS 240 $550.00 $132,000.00
239 CONCRETE,B,FOOTINGS CYS 90 $40000 $36,000.00
SUBw1TED BY:MYLESI ONE CONTRACTORS,L P.
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07.08F Base Bid
Keystone Parkway and 13611,Waif Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
240 REINFORCING BARS LBS 74169 51.00 574,10900
241 REINFORCING BARS,EPDXY COATED LBS 228775 51.00 $228775.00
242 CONCRETE.C.SUPERSTRUCTURE CYS 961 5600.00 I $576000.00
243 CONCRETE.C.RAILING CYS 43 $850.00 $36,550.00
244 STRUCTURAL MEMBERS.CONCRETE 1-43EAM,III,45 IN,X 10 IN. LFT 1505 $150.00 $225,750.00
245 SURFACE SEAL L5 f $5,900.00 $5,900.00
246 ANCHOR PLATE,AP 1 EACH 56 580.00 $4,480.00
247 PIPE,END BENT DRAIN,6IN. LET 504 $2.50 $1,260.00
248 MASONRY COATING SFT 6490 $1.30 $8437.00
249 CONDUIT,PVC,2 IN. LFT 237 5600 $1,422.00
I250 CONCRE I STAINING SET 263 $10.00 52,630.00
251 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $4,000.00 $9,000.00
252 FORNLINE.SPECIALTY,CITY SEAL EACH 2 $90000 $1,800.00
2555 FORMILINER BRIDGE RAIL,REAR FACE LFT 229 $15.00 $3,43500
254 FORMILINER.BRIDGE RAIL,FRONT FACE LFT 229 $7.00 $1,603.00
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS 1 $10,000.00 $10,000.00
250 MOBILIZATION AND DEMOBILIZATION LS 1 $115,000.00 $115,000.00
258 DEBRIS REMOVE LS 1 $15,000.0 $15.000,00
280 GUTTER TURNOUT,REINFORCED CONCRETE.REMOVE EACH 1 $350.00 $350.00
261 PRESENT STRUCTURE,REMOVE PORTIONS LS 1 5300,000.00 $300,000.00
262 EXCAVATION,WATERWAY CYS 1240 $2500 531.000.00
263 EXCAVATION,WET CYS 117 $55.00 $6,435.00
264 EXCAVATION,DRY CYS 78 $55.00 54290.00
265 AGGREGATE FOR END BENT BACKFILL CYS 106 $80.00 58,640.00
266 DENSE GRADED SUBBASE CYS 116 $110.00 $12,980.00
267 CONCRETE IMPRINTING SET 2066 $3.50 $7.301.00
268 GUARDRAIL TRANSITION TYPE TOO EACH 4 $2,000.00 $8,00000
269 BARRIER DELINEATOR EACH 10 $11.50 $115.00
270 CURB.INTEGRAL,CONCRETE LFT 105 $40.00 $4.200.00
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 699 $110.00 $76,890.00
272 RIPRAP,REVETMENT TON 1009 524.00 $24,21600
273 GEOTEXTILES SYS 1497 53.00 $4491.00
274 SLOPEWALL,CONCRETE,4 IN. SYS 329 $75.00 $24675.00
275 PILE,CONCRETE,STEEL SHELL ENCASED.0.184 IN.,12 IN. LET 25 $300.00 $7,500.00
276 DYNAMIC PILE LOAD TEST EACH 2 $3,700.00 $7400.00
277 TEST PILE.RESTRIKE EACH 2 $2,80000 $5,600.00
276 TEST PILE EACH 2 $4,000.00 $8,000.00
SUBMITTED BY:MLESTONE CONTRACTORS,L P.
PART 3
CONTRACT ITEMS AND UNIT PRICES
cin.of Camel
Project No.07.08F BOae Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO PRICE
270 PILE,STEEL H,HP 12 x 53 LET 2504 $52 D0 $130,20800
280 PILE TIP,STEEL H EACH 40 $10700 $428000
28' CONCRETE,A.SUBSTRUCTURE CC'S 305 85511.00 $16775000
282 CONCRETE.B.FOOTINGS CVS 14 5400.00 85,000,00
283 FIELD DRILLED HOLE IN CONCRETE EACH 95 $2500 $2,450 00
284 REINFORCING BARS LDS 28573 SI,00 $25579.00
295 REINFORCING EARS,EPDXY COATED LDS 217780 $1.00 $217,780.00
280 THREADED TIE BAR ASSEMBLY.EPDXY COATED EACH 62 5120.00 53,440,00
287 CONCRETE,C,SUPERSTRUCTURE CIS 816 $500.00 548900000
288 CONCRETE.C.RAILING CYS 28 $850.00 $24650.00
269 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4 $220000 $5,800.00
290 STRUCTURAL MEMBERS.CONCRETE'BEAM,11,35 IN.X 02 IN. LET 2352 $15000 $352,80000
291 SURFACE SEAL LS 1 312,000.00 $1 2,00000
292 ANCHOR PLATE,AP I EACH 64 $8000 $5,12000
293 PIPE,END BENT DRAIN,611. LET 340 5130 $442.00
294 PIPE,PVC,6IN, LFT 125 54000 55,00000
295 CONDUIT.PVC.2 IN, LET 375 $500 11.885 00
295 CRATES,BASINS.AND FITTINGS CAST IRON LDS 576 $300 11,72800
29T BORROW I GYS 19349 $1500 8291,23500
299 STORMWATER TREATMENT SYSTEM,TYPE III I EACH 1 $40,00000 $40,000.00
295 MODIFIED 33 IN.BRIDGE RAIL.TYPE II LET 478 118000 596,000,00
TOTAL: $16,155,000.00
MILESTONE CONTRACTORS,LP. - .
SUBMITTED BY:BY CONTRACTORS UNITED.INC.•GENERAL PARTNER
--r
SIGNAT •
TODD A,FnwVER
TITLE:MANAGER OF ESTIMATING-COLL6IEUS
3110 5-650 E.(P.O.BOX 9004
ADDRESS'.COLUMDUS.INDIANA 41203147202
SUBNI:TTED BY.LRESTO'4E CONTRACTORS.L.P.
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07-OAF AP ernate Bid N1
Keystone Parkway one 1361h Street Interchange
ITEM UNIT
NO. DESCRIPTION UNIT QUANTITY
PRICE TOTAL
I CONSTRUCTION ENGINEERING LS 1 $115,000.00 $115,000 00
2 FIELD OFFICE,C MOS 15 $4,300.00 364.500.00
3 FIELD OFFICE INTERNET SERVICE M05 15 $200.00 33,000.00
4 MOBILIZATION AND DEMOBILIZATION LS 1 5520,000.00 $520,00000
5 CLEARING RIGHT OF WAY LS I 5260,000.00 5250,000.00
6 TRAFFIC SIGNAL.EQUIPMENT.REMOVE EACH 1 $3,400.00 $3.400,00
7 PAVEMENT REMOVAL SYS 14712 $12.00 $175,54400
8 GUARDRAIL,REMOVE LET 2013 $2.60 $5,233.80
9 EXCAVATION,COMMON CYS 33184 $10.00 $63049600
10 EXCAVATION,UNCLASSIFIED CYS 49513 $18.00 588.84893
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10 $90.00 190000
12 'TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 80 $80.00 37,120.00
13 TEMPORARY DITCH INLET PRO]ECIION EACH 18 590.00 $1,620 00
14 TEMPORARY SEDIMENT TRAP 'ION 219 380.00 $17,520.03
15 TEMPORARY SILT FENCE LFT 4586 32.00 $9,172.00
15 SUBGRADE TREATMENT,TYPE I SYS 39335 $5.50 5210,342.50
17 BBORROW CYS 8802 $32.00 5281,664.00
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658 522.00 $146,47603
19 STRUCTURE BACKFILL.TYPE 2 CYS 672 $50.00 533,000.00
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995 332.00 1575,840.07
21 STRUCTURE BACKFILL,TYPE 5 CYS 671 5135.00 590,585.05
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL.LIME TON 5362 5100.00 $53620000
25 COMPACTE9 AGGREGATE.NO.53.BASE ION 7298 $1500 $131,364.00
24 SUBBASE FOR POOP CYS 1542 $37.00 $57,054 00
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118 $25.00 12,950.00
2G MILLING,ASPHALT.l 112 IN. SYS 7144 33.50 $25.004.00
27 PROFILOGRAPH,HMA LS I $5,00000 55,000.00
28 HMA SURFACE.TYPE A TON 132 $120.00 $15,84000
29 HMA SURFACE.TYPE C TON 711 $10000 $70,100.00
30 HMA INTERMEDIATE,TYPE A TON 406 $02.03 $37,352.00
31 HMA INTERMEDIATE,TYPE C TON 950 $70.02 $66,500,00
32 HMA INTERMEDIATE,DG,TYPE C TON 1059 473.00 $36,031.50
33 HMA BASE,TYPE C TON 2619 $59.00 $154,521,00
34 HMA INTERMEDIATE,OG.TYPED TON 3,064 $73.00 $289,37200
35 HMA SURFACE,TYPE O TON 2796 $91.00 $262,824.00
36 HMA INTERMEDIATE.TYPED 'ION 3161 168.00 $214.94800
SI19N TIED ES:MILESTONE CONTRACTORS.LP.
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-011F Alternate Bid p1
Keystone Pathway and 136th Street Interchange
TTEM
N0. DESCRIPTION UNIT QUANTITY PRICE TOTAL
37 HMA BASE,TYPED TON 12100 $55.00 $682,000.00
38 HMA WEDGE AND LEVEL,TYPED TON 1073 $70.00 $75,110.00
39 ASPHALT FOR TACK COAT TON 27 $310.00 $8,370.00
40 PCCP,12 IN. SYS 6053 $70.00 $423,710.00
41 PCCP TRUCK APRON,7 IN. SYS 793 $52.00 $41,080.07
42 PCCP,4 IN. SYS 196 $42.00 $8,232.00
43 D-1 CONTRACTION JOINT' LET 3751 $11.50 $43.136.50
44 CONCRETE IMPRINTING SET 10326 53.70 $38.206.20
45 GUARDRAIL,W BEAM.6 FT.3IN.SPACING LFT 1106 $18.00 $19,908.00
46 GUARDRAIL TRANSITION TYPE TGB EACH 1 $2,00000 $2,000.00
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 $64.00 $64.00
48 IMPACT ATTENUATOR,R2,W1.TL-3 EACH 2 $15,100.00 $30,200.00
49 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 $15,100.00 $30,20000
50 GUARDRAIL END TREATMENT,OS EACH 3 $2,350.00 $7,050.00
51 HANDRAIL,PEDESTRIAN LFT 133 $15500 $20,615.00
52 ORNAMENTAL RAILING LET 2135 $125.00 $266,875.00
53 BARRIER DELINEATOR EACH 55 $26.00 $1,430.00
54 CURB RAMP,CONCRETE,C SYS 89 $235.00 $20.915.00
55 CURB RAMP,CONCRETE.F SYS 21 $165.00 $3.465.00
56 CURB RAMP,CONCRETE,G SYS 15 $23500 $3,525.D0
57 CURB RAMP.CONCRETE,H SYS 53 $80.00 $4,240.00
58 CURB RAMP,CONCRETE,L SYS 21 $180.00 $3,78000
59 CURB.INTEGRAL,B,CONCRETE LFT 957 $15.00 $14,35500
60 CURB,CONCRETE,MODIFIED LFT 434 525.00 $10,850.00
61 CURB AND GUTTER,B,CONCRETE LFT 1562 $25.00 $39,050.00
62 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2692 $1800 548456.0D
63 CURB AND GUTTER.B.CONCRETE.MODIFIED LFT 1947 $17.00 $33,099.00
64 CURB AND GUTTER,C.CONCRETE,MODIFIED LFT 1145 $26.00 £29,77000
65 CURB TURNOUT EACH 3 $1,700.00 $5,10000
66 CURB AND GUTTER,CONCRETE,ROLL LET 476 $18.00 $6.568.00
67 MODIFIED CURB TURNOUT EACH 76 $500.00 $38,000.00
68 PAVED SIDE DITCH.A LET 472 $3000 $14,16000
69 HMA FOR APPROACHES,TYPE A TON 332 $115.00 538,180.00
70 PCCP FOR APPROACII ES,6 IN SYS 115 $65.00 $747500
71 MAILBOX ASSEMBLY.SINGLE EACH 3 $155.00 $465.00
72 MAILBOX ASSEMBLY,DOUBLE EACH 2 $210.00 $420.00
73 GEOTEXTILES SYS 310 $3.00 $930.00
SUBMITTED BY:MILESTONE CONTRACTORS,L.P.
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project NP-07.08F Alternate 810 Ni
Keystone Parkway and 435111 Street Interchange UNIT
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
74 RIPRAP,CLASS 2 ION 21 $75.00 $1,57500
75 RIPRAP,REVETMENT ION 272 $50.00 51360.CO
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $845.00 $1.590.0
77 MULCHED SEEDING,T.CONVENTIONAL MIX SY5 13059 $0.30 $3,911.70
78 EROSION CONTROL BLANKET SYS 1198 $1.85 $2,218.30
79 FERTILIZER TON 2 $1,100.00 $2,200.00
-
80 SEED MIXTURE,U %BS 808 $2.70 82.161.50
81 MULCHING MATERIAL TON 11 $425.00 $4,875.00
82 WATER kGAL 37 81.00 537.00
83 TOP SOIL CYS 7042 $2500 $176.05000
84 SODDING.NURSERY 5Y5 8902 $3.00 $26,70000
85 IRRIGATION CONDUIT LET 500 $11.00 55,500.00
55- CORED HOLE IN CONCRETE EACH 1 $260.00 $260.D0
67 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TP5-2 EACH 5 $5,000.00 55,000.00
8S REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 2118 $130.00 $275.34000
85 MODIFIED P5-2 BRIDGE RAIL-TYPE! LFT 503 5190.00 $95,57000
90 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 323 $140.00 145,220.00
91 MODIFIED 33 IN.BRIDGE RAIL,TYPE I LET 1689 $135.00 3228,015,50
92 SEAL COAT,GRAFFITI RESISTANT SF'r' 59491 $0.55 $32,549.55
93 SURFACE SEAL SFT 19077 $040 $7.630.85
94 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT.X4 FT. LFT 115 5750.00 886,250.03
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE.5FT.X 5 F LFT 253 5500.00 $151,800.00
ES PIPE,REINFORCED CONCRETE,CIRCULAR,30 IN. LFT 95 580,00 17.690.00
97 PIPE,TYPE 4,CIRCULAR.6 IN. LFT 91C7 33.75 534,15125
98 PIPE,TYPE 4,CIRCULAR,12 IN, I.FT 20 825.00 $50000
09 PIPE,UNDERORAIN OUTLET.6 IN. LFT 775 $25.00 019,37500
100 PIPE.REINFORCED CONCRETE,CIRCULAR,12 IN. LFT 1756 $40.00 070,240.00
101 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN, LFT 555 $42.00 $22,470.00
102 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN, LFT 380 $45.00 $17,100.00
103 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LFT 919 350.00 545.8000D
104 PIPE,TYPE 4,CIRCULAR,4 IN. LFT 593 8650 $3,854.50
105 VIDEO INSPECTION FOR PIPE LFT 3688 $4.75 $6,45400
106 OUTLET PROTEECTOR,2 EACH 11 $680.00 $7460.00
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000 $1.70 $5,100.00
108 AGGREGATE FOR UNDERDRAINS CYS 1018 537,00 $37,665.00
109 GEOTEXTILES FOR UNDERDRAIN SYS 10834 51.15 $12,450.10
110 42000 S IN,PVC,PERFORATED LET 2000 5680 I $13,60000
SUBMITTED 6Y'.MILESTONE CONTRACTORS.L.P.
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08E Alternate Bid 01
Keystone Parkway and 13603 Street interchange
IM DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO
111 INLET TYPE HA EACH 6 51,800.00 114,900.00
112 CASTING,ADJUSI'T0 GRADE EACH 3 3200.00 $600,01
113 INLET.210 EACH 2 51.700.00 33.400.00
119 INLET,9210 EACH 2 $1,70100 $3,400.09
115 INLET.UA EACH 1 52,100.00 52100,010
115 CATCH BASIN.E7 EACH 3 $2.10300 26.300.20
117 CATCH BASIN,K10 EACH 6 52.00300 $12,00000
118 MANHOLE,C4 EACH 0 51 000,00 117,100.00
119 MANHOLE.J EACH 2 $5,200.00 $10,40000
120 STRUCTURE,INLET,RECONSTRUCT LET 2 $700.00 51,400,00
121 MANHOLE.C2 EACH 7 52.1010.00 $14,700.00
122 MANHOLE,J4 EACH 2 54,802 CID 59,60000
123 STORMWATER TREATMENT SYSTEM,TYPE E EACH 1 327,000.00 327,000.00
124 MASONRY COATING LS 19097 $1.35 $25.75395
125 CONCRETE STAINING SFT 40105 $4.25 3170,44625
126 FACE PANELS,CONCRETE SET 46579 120,00 5933,550.00
127 WALL ERECTION SET 46179 1000 5420,111 00
128 LEVELING PAD,CONCRETE 'PT 3342 175_00 $83,55000
129 COARSE AGGREGATE.NO.a TON 3330 $2500 $83,250.00
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79 2100.00 57.900.00
131 MODULAR BLOCK WALL ERECTION SYS 74 $10500 86.295.00
132 CONSTRUCTION SIGN,C EACH 13 $340W $5.440.00
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2 $3,00000 $2,000.00
134 TEMPORARY PANEL SIGNS SYS 124 ¶25.90 $3,100.00
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256 $16.00 34,096.0D
136 TEMPORARY PAVEMENT MARKING.REMOVABLE,01N. LET 1500 $2.25 $3,275.0[I
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6 $515.00 $3.45000
138 CONSTRUCTION SIGN.A EACH 1 $900-00 5900.00
139 FLASHING ARROW SIGN DAY 120 $11,50 $1,380.00
140 MAINTAINING'TRAFFIC LS 1 134,620 50 234.620,50
141 BARRICAOE.113A LET 48 320.00 $960.00
142 BARRICADE,1148 LEO 308 $2500 52,700.00
1.13 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 57,250.00 $14,50100
1'14 SIGN POST,SQUARE.I,REINFORCED ANCHOR BASE LFT 520 $13.25 513908.50
145 SIGN,PANEL,WITH LEGEND SET 215 $23.75 55106.25
145 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10 144000 $4.40000
147 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SF- 205 $18.40 $3.772.00
SUBMITTED BY:MILESTONE CONTRACTORS.L.P.
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid 0f
Keysrane Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
148 SIGN.SHEET,ENCAPSULA I EL)LENS WI Hi LEGEND,0.100 IN.THICKNESS SET 109 117.50 51.907.50
149 STRUCTURAL STEEL,BREAKAWAY LOS 2019 $375 $7,571.25
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 52.060.00 $8.320.00
151 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2 52,350.00 14.75000
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 51,8511.00 11.85000
153 WIRE,NE.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,41TC LET 775 1820 56,355.00
154 CONDUIT,PVC,2 IN. LET 775 1525 54066.75
155 CONDUIT,STEEL.,GALVANIZED,2 IN. LFT 537 515.25 56,189.25
1-56 WIRE.NO.4 COPPER.IN PLASTIC DUCT,IN CONDUIT.4 SIC LFT 537 59.20 54 40340
157 HANDHOLE,LIGHTING EACH I 583000 56,640.00
158 LIGHT STANDARD FOUNDATION,a FT_DIA_IT FT. EACH 26 $990.36 527.72000
159 JUNCTION BOX EACH 2 1550.00 51,100.00
160 WIRE.NO.4,COPPER,IN PLASTIC DUCT.IN TRENCH,4 VC LFT 7452 87.75 557.753.00
151 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 2 1940,00 11.88000
162 SERVICE POINT.II EACH 2 $4,70000 89400.00
163 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3 512.75 13E25
164 CONNECTOR KIT,UNFUSED EACH 28 $31.75 $889.00
165 CONNECTOR KIT,FUSED EACH 26 131.75 $889,160
166 MULTIPLE COMPRESSION PITTING,NON.WATERPROOFED EACH 60 110.60 583000
157 MULTIPLE COMPRESSION FITTING.WATERPROOFED EACH 28 552.25 $146300
160 INSULATION LINK,NONWATERPROOFED EACH 56 $10.25 5574.00
Y
159 INSULATION LINK,WATERPROOFED EACH 32 $52.25 11,672.00
170 CABLE DUCT MARKER EACH 13 573.75 5958.75
175 POLE CIRCUIT CABLE.1 C NO.10 STRANDED COPPER LFT 1920 50.70 51,34450
172 CABLE INTERDUCT LEE 1370 $14.75 $20,207.50
173 HANDHOLE EACII 5 $725.00 $3,625.00
1T4 LUMINAIRE,ROADWAY,METAL HALIDE.250 WATT,PORT HURON EACH 17 51,525.00 525.925.00
175 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11 $93000 510,230.00
176 LUMINAIRE,UNDERPASS,WAIL MOUNTED,METAL HALIDE.150 WATT EACH 2 51,000.00 12.000.00
177 LIGHT FOUNDATION.BRIDGE MOUNT.WITH GROUNDING EACH 4 $175.00 $700.00
178 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11 81,900,00 $20,900.00
579 LIGHT POLE,30 FF.E.IA.H.,6 FT_MAST ARM,TRANSFORMER BASE EACH 13 $7,750.00 $100,750.00
DECORATIVE POLE,MAST ARM,AND BASE
180 LIGHT POLE.15 F1'.Em.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4 $6,300,00 825,200.00
DECORATIVE POLE,MAST ARM.AND BASE
151 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11 546.25 6508,75
182 LINE,EPDXY.BROKEN,WHITE,4 IN. LFT 132 50.50 $66.00
153 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE.24 IN, LFT 440 $4.D0 $1,760.00
SUBMITTED 6Y:MILESTONE CONTRACTORS,L.P.
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Ca F17101
Project No.07-08F AUemate Bid IN
Keystone Pathway and 136th Street Interchange
ITEM
NO DESCRIPTION UNIT QUANTITY PRICE TOTAL
134 LINE,EPDXY,SOLID.WHITE.41N. LFT 2506 $0.50 51,254,54
185 LINE.EPDXY.SOLID.YELLOW.4 IN. LET 2784 $0.50 54392.00
186 LINE,EPDXY.SOLID,WHITE.B IN. LFT 241 $0,80 $19290
187 TRANSVERSE MARKING,REMOVE LET 77 $4.25 $327.25
188 LINE.THERMOPLASTIC,BROKEN,WHITE,4 IN. LET 2283 $0.40 $913.20
169 LINE,THERMOPLASTIC.SOLID.WHITE.4 IN. LET 7478 $0.40 $2.991 70
100 LINE.THERMOPLASTIC,SOLID.WHITE.8 IN. LET 2510 $4.00 $2.5103110
121 LINE,THERMOPLASTIC.SOLID.WHITE.24 IN. LFT 217 $4.00 $868.00
192 LINE.REMOVE LFT 800 $0.80 5640.00
193 LINE.EPDXY.SOLID.WHITE.24 IN. LFT 28 $16.00 $445.00
194 LINE,THERMOPLASTIC,SOLID.WHITE.6IN, LET 357 50.90 5321.30
195 LINE,THERMOPLASTIC,SOLID.YELLOW,4 IN. LEI' 9441 50,40 $3,776.42
106 TRANSVERSE MARKINGS.THERMOPLASTIC.SOLID.YELLOW.CROSSHATCH LFT 30 $3.75 5112,50
LINE.121N.
197 TRANSVERSE MARKINGS.THERMOPLASTIC.STOP LINE.241N. LFT 80 $4.00 5320.00
198 TRANSVERSE MARKINGS,THERMOPLASTIC,'SHARKS TEETH' LET 81 58.00 5548,00
199 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6 $03.00 5516,00
ARROW
200 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.WORD IONLY) EACH 2 $110.00 $220.00
201 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.FISHHOOK LANE. EACH 2 226000 $520.00
INDICATION ARROW
202 SNOWPLOWAHLE RAISED PAVEMENT MARKER EACH 233 $14.00 53.262.00
203 LINE.THERMOPLASTIC,SOLID,YELLOW,8 IN. LET' 236 50.95 6224,20
204 EINE.TNERMOPI.ASTIC,BROKEN,WHITE,I2 IN,3 FT.STRIPE-3FT.GAP LET 105 63.50 5367.50
205 RETAINING WALL MOCK UP LS 1 55,000,00 $5,000.00
20€ BRIDGE RAIL MOCK UP LS 1 62,500 00 52500 00
207 FLAT-WORK MOCK UP LS 1 07 000 00 52000 00
208 FORMLINER,WALL PANELS SET 40079 51.00 546,679.00
200 FORMLINER,MODIFIED P5.2 RAILING FOR ROADWAYS,FRONT FACE LFT 825 3400 53,30000
210 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LET' 2169 $6.00 $13.01400
SUBMITTED BY MILESTONE CONTRACTORS.LP.
PART 3A
CONTRACT ITEMS AND UNIT PRICES
pity o1 Carmel
Project No.07•08F Aire/Ante Rid 81
Keystone Parkway and 196th Street internhange
ITEM DESCRIPTION UNIT I❑UANTITYI PRICE TOTAL
136TH 5T.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1 $20,90000 $20,000 0.8
212 MOBILIZATION AND DEMOBILIZATION LS 1 $I00,000.09 $100000,00
213 EXCAVATION,DRY CYS 165 $5505 58.965,09
214 B BORROW CYS 55 932.011 91.760.00
215 AGGREGATE FOR END BENT BACKFILL CYS 176 380 D0 314.24000
216 DENSE GRADED SUBBASE CYS 32 1110.00 93,520.00
217 CONCRETE IMPRINTING SET 3935 93.50 531237,50
218 ORNAMENTAL RAILING LFT 225 $12000 $27,00'002
219 CURB,INTEGRAL.CONCRETE LFT 166 337.00 96,216.00
220 REINFORCED CONCRETE BRIDGE APPROACH SYS 188 $110.00 320,68000
221 GEOTEXTILES 5Y5 390 63.00 91,170,30
222 DYNAMIC PILE LOAD TEST EACH 2 $3700.00 $7400,33
223 TEST PILE,RESTRIKE EACH 2 $2,000.00 $5,300.00
224 TEST PILE EACH 2 54,05000 $6,000.00
225 PILE TIP,STEEL II EACH 62 $107.00 $5,634.00
226 PILE,STEEL H.HP 12 X 53 LFT 2330 652.00 $123,760.00
227 PILE,STEEL H,HP 12 X 74 LFT 2661) $65.05 $172,900.00
228 CONCRETE.A,SUBSTRUCTURE CYS 240 560000 $144,000.05
229 CONCRETE.B,FOOTINGS 075 90 $400.00 $36.03003
230 REINFORCING BARS LBS 74169 $100 $74,16903
231 REINFORCING BARS,EPDXY COATED LBS 228715 $1.00 $228775.00
232 CONCRETE,C.SUPERSTRUCTURE CYS 961 3600.00 $570,60000
233 CONCRETE.C,RAILING CYS 43 5850.00 $36,550.00
234 STRUCTURAL MEMBERS,CONCRETE"BEAM,111.45 IN,X 161N, LET 1505 $150.00 $225,75000
235 SURFACE SEAL L$ 1 55,000.00 $5.90000
236 ANCHOR PLATE.AP 1 EACH 56 980.00 14.43000
237 PIPE,END BENT DRAIN,6IN. LFT 594 $2.50 $1,260.00
23$ MASONRY COATING SEE 6490 31.33 $8,437.00
235 CONDUIT,PVC,2 IN, LET 237 36.110 $1,522.00
240 CONCRETE STAINING SFT 263 $10.00 $2,630.00
241 STREET NAME SIGN.BRIDGE I4OUNTEO,DECORATIVE EACH 2 34,000.00 58100,00
242 FORMLINE,SPECIALTY.CITY SEAL EACH 2 9900.00 $1800.00
243 FORMILINER,BRIDGE RAIL,REAR FACE LET 229 $15.04 52,435.00
244 FORMILINER,BRIDGE RAIL,FRONT FACE LET 229 $7.00 51.603.00
SUBMITTED BY:I710E5109E CONTRACTORS,L.P.
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08E Alternate Bid 51
Keystone Parkway and 136Th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY P NICE TOTAL
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS I $10,000.00 $10,000.00
240 MOBILIZATION AND DEMOBILIZATION 1,5 I $115.000.00 $115,00000
248 DEBRIS REMOVE LS 1 $15,00000 515.000.00
250 GUTTER TURNOUT,REINFORCED CONCREI E.REMOVE EACH 1 535000 835000
251 PRESENT STRUCTURE.REMOVE PORTIONS LS 1 $310,005.00 $310,00000
252 EXCAVATION.WATERWAY CYO 1240 525.00 $31.00000
253 EXCAVATION,WET CYS 117 55500 $6,435.00
254 EXCAVATION,DRY CYS 76 $56.00 54.200_00
255 AGGREGATE FOR END BENT BACKFILL CYS 108 850.00 58,640.CO
256 DENSE GRADED SUBBASE CYS 118 $11000 $12,98000
257 CONCRETE IMPRINTING SET 2086 35.50 $7,301.00
256 GUARDRAIL TRANSI TION TYPE TGB EACH 4 52000.00 58.000.00
259 BARRIER DELINEATOR EACH 10 511.50 5115.00
200 CURB,INTEGRAL..CONCRETE LIFE IDS $40.00 54,200 CO
251 REINFORCED CONCRETE BRIDGE APPROACH SYS 599 $110.00 470,89000
232 RIPRAP,REVETMENT TON 1009 52.600 $24,21600
263 SEOT EXTILES SYS 1497 33.00 84.491.00
264 SLOPEWALL,CONCRETE,4 IN SYS 329 $75.00 524,675.00
255 PILE.CONCRETE,STEEL SHELL ENCASED,0.184 IN,12 IN. LET 25 1300.00 $7.500.00
205 DYNAMIC PILE LOAD TEST' EACH 2 $3,700.00 57.400,00
267 TEST PILE,RESTRIKE EACH 2 52,80000 55,600,00
208 TEST PILE EACH 2 54,000.00 $800000
269 PILE,STEEL H.HP 12 X 53 LEI 2504 352.00 5130,20800
270 PILE TIP,STEEL H EACH 40 1107,00 $4.28090
271 CONCRETE.A,SUBSTRUCTURE CYS 305 $602.D0 8183,000.00
272 CONCRETE,B,FOOTINGS CYS 14 $400.00 85,600.00
273 FIELD DRILLED 110LE IN CONCRETE EACH 90 $2500 $2400.00
274 REINFORCING BARS LBS 28573 31.00 $28,57302
275 REINFORCING BARS,EPDXY COATED LBS 2177E6 31.00 $217726.00
276 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62 5120.00 $1,440.00
277 CONCRETE,C.SUPERSTRUCTURE CYS 816 $400,00 $489,600.00
SLISM:nED SY:MILESTONE CONTRACTORS,LP.
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid 81
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO.
278 CONCRETE,C.RAILING CYS 29 $851100 $24,650.00
279 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4 $2,200.00 $8,800.00
280 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN.X 12 IN. LFT 2352 $150.00 $352,800.00
281 SURFACE SEAL LS 1 112,000.00 $12,000.00
282 ANCHOR PLATE.AP 1 EACH 64 $80.00 $5,120.00
283 PIPE.END BENT DRAIN,6IN. LFT 340 $1.30 $442.00
284 PIPE,PVC,6 IN, LET 125 $40.00 $5.000.00
285 CONDUIT,PVC.2 IN. LET 375 $5.00 $1,875.00
286 GRATES,BASINS,AND FITTIGS,CAST IRON LBS 576 $3.00 $1,728.00
287 BORROW CYS 19349 $15.00 $290,23500
288 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1 $4,000.00 $4,000.00
289 MODIFIED 33 IN.BRIDGE RAIL,TYPE II LET 478 $180.00 $86,040.00
TOTAL: $15,590,000.00
MILESTONE CONTRACTORS,L.P.
SUBMITTED BY:BY CONTRACTORS UNITED.INC.-GENERAL PARTNER
c>1.SIGNATU'' , !7�,_ �, , a
TODD A,FAWVER /
TITLE:MANAGER OF ESTIMATING-COLUMBUS
3410 S.650 E.I P.O.BOX 3004
ADDRESS:COLUMBUS.INDIANA 47203 1 47202
SUBMITTED BY:MILESTONE CONTRACTORS,L.P.
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07-08F Alternate 2A Base Bid Adjustment
Keystone Parkway and 13611,Street Interchange -
ITE DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO.9 EXCAVATION,COMMON CYS 1661 5 18.00 $29.806.00
23 COMPACTED AGGREGATE,NO.53,BASE TON 10331 S 18,00 $185,958.00
32 HMA INTERMEDIATE.OG,TYPE C TON (-134} $ 79.00 -$10,586.00
33 HMA BASE,TYPE C TON (-1479) $ 69.00 -$87,261 00
34 HMA INTERMEDIATE,00,TYPED TON (-1497) $ 71.00 -$106.287.00
38 HMA BASE,TYPED TON (-3077) $ 53.00 -$163,081.00
297 BORROW CYS (-1392) $ 15.00 -$20,880.00
298 CEOGRID,INSTALLATION SYS 20650 $ 1,25 $25,812 50
TOTAL ADJUSTMENT TO BASE BID: -$146,426.50
MILESTONE CONTRACTORS,L.P.
SUBMITTED BY: BY CONTRACTORS UNITED, INC. -GENERAL PARTNER
SIGNAT AWVER/ lti��
TODD A.FAWNER
TITLE: MANAGER OF ESTIMATING-COLUMBUS
3410 S.650 E.!P.O.BOX 3004
ADDRESS:COLUMBUS,INDIANA 47203147202
SUBMITTED BY:MILESTONE CONTRACTORS,L P-
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate 28 Alternate Bid#7 Adjustment
Keystone Parkway and 136th Street Interchange UNIT
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
9 EXCAVATION,COMMON CYS 1661 $19.00 $31,559.00
23 COMPACTED AGGREGATE.NO.53,BASE TON 10331 $18.00 $185,958.00
32 HMA INTERMEDIATE,OG,TYPE C TON (-134) $79.00 -$10,586.00
33 HMA BASE,TYPEC TON (-1479) $59.00 -$67,261.00
34 HMA INTERMEDIATE,CO.TYPED TON (-1497) $73.00 -$109,281 00
37 HMA BASE,TYPE D TON (-3077) $55.00 -5169,235 00
287 BORROW CYS (-1392) $15.00 -520,88303
288 GEOGRID,INSTALLATION SYS 20650 $1.25 $25,812.50
TOTAL ADJUSTMENT TO ALTERNATE BID#1 : -$153,913.50
MILESTONE CONTRACTORS,L.P.
SUBMITTED BY: BY CONTRACTORS UNITED, INC.-GENERAL PARTNER
SIGN' . // "fig=✓
TODD A. FAWVER
TITLE: MANAGER OF ESTIMATING-COLUMBUS
3410 5.650 E.I P.O. BOX 3004
ADDRESS: COLUMBUS.INDIANA 47203 1 47202
SUBMITTED BY:MILESTONE CONTRACTORS,L.P.
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 OCTOBER 3, 2008
#2 OCTOBER 10, 200B
#3 OCTOBER 13, 2008
BJD-4 IN2003o66l.c4.FE DOC
PART 5
EXCEPTIONS
Instructions To Bidders:
5,1 The Bidder .shall fully state each exception taken to the Specifications or other Contract
Documents in Section 5.3 of this Part.
5.2 Bidder is cautioned that any exception taken by Bidder and deemed by OWNER to be a
material qualification or variance from the terms of the Contract Documents may result
in this But being rejected as non-responsive.
5.3 Exceptions:
NONE
BID-5 N2011,30661 C4 FE.DC0C
, , ,
CITY OF CARMEL
ADDENDUM NO. I
Keystone Parkway & 136th Street
Project.No. 07-081=
October 3, 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 hid items and is included with this ADDENDUM NO. 1
The following summarizes the changes to the Itemized Bid
The quantities l or all Base Bid Items have been revised to eliminate decimals
The item description for Base Bid Item #98 has been changed to be Reinforced Concrete Pipe.
361N
The item description for Base Bid Item 4102 has been changed to be Reinforced Concrete Pipe,
121N
The item description for Base Bid Item #103 has been changed to be Reinforced Concrete Pipe,
ISIN
The item description for Base Bid Item 0104 has been changed to be Reinforced Concrete Pipe,
181N
The item description for Base Bid Item 4'105 has been changed to be Reinforced Concrete Pipe,
241N
The item description for Base Bid Item #46 has been revised to he Guardrail, W Beam 6 FT. 3
IN. Spacing
The quantity for Base Bid Item#240 has been revised.
The quantity for Base Bid item#24I has been revised.
The quantity for Base Bid Item#284 has been revised.
The quantity for Base Bid Item#287 has been revised_
The quantity for Base Bid Item#295 has been revised.
Base Bid Item #296 Grates. Basins, and Fittings, Cast Iron has been added
Base Bid Item #297 Borrow has been added
The quantities for all Alt Bid 41 Items have been revised to eliminate decimals
The item description for Alt Bid 4'1 Item #96 has been changed to be Reinforced Concrete Pipe,
361N
The item description for Alt Bid #1 Item #100 has been changed to he Reinforced Concrete Pipe,
12IN
The item description for Alt Bid 41 Item 4101 has been changed to be Reinforced Concrete Pipe;
151N
The item description for Alt Bid 41 Item #102 has been changed to he Reinforced Concrete Pipe,
18IN
The item description for Alt Bid 41 Item 4103 has been changed to be Reinforced Concrete Pipe,
241N
The item description for Alt Bid #I #45 has been revised to be Guardrail. W Beam 6 FT. 3 IN.
Spacing
The quantity for All Bid 41 Item-4134 has been revised.
The quantity for Alt Bid #1 Item4135 has been revised.
The quantity for Alt Bid 41 Item/1230 has been revised.
The quantity for Alt Bid #1 hem#231 has been revised.
The quantity for Alt Bid #1 Item-4274 has heen revised.
The quantity for Alt Bid 41 ltem#277 has been revised.
The quantity for Alt Bid 41 Item 4285 has been revised.
Alt Bid #1 Item 4286 Grates, Basins, and Fittings, Cast Iron has been added
Alt Bid #1 Item #287 Borrow has been added
Alt Bid #2A has been added.
Alt Bid #2B has been added
Item 2: This notice is to advise all bidders that SP-20 Temporary Erosion Control Measures has been
revised. Please substitute the attached SP-20 with the one in your copy of the contract book.
Item 3: This notice is to advise all bidders that SP X92 Alternate Pavement Design has been added.
Please include the attached SP-92 in your copy of the contract book.
Item 4: This notice is to advise all plan holders that the Typical Section plan sheets have been revised.
Please substitute the attached sheet #5 with the plan sheets in your copy of the plan set.
Item 5: This notice is to advise all plan holders that the Structure Data Table plan sheets have been
revised. Please substitute the attached sheet#'s 136-137 with the plan sheets in your copy of the plan
set.
Item 6: This notice is to advise all plan holders that the Cool Creek Bridge Superstructure Detail plan
sheet has been revised. Please substitute the attached sheet #36 with the plan sheets in your copy of the
Cool Creek plan set.
Item 7: This notice is to advise all plan holders that the Cool Creek Bridge Summary plan sheet has
been revised. Please substitute the attached sheet #41 with the plan sheets in your copy of the Cool
Creek plan set.
Item 8: This notice is to advise all plan holders that a Bid Proposal Summary Page has been included
with the contract documents. This form should be tilled out and placed as the cover page to the Bid
Documents.
,
If you would like to receive hard copies of the revised sheets or an electronic copy of the revised bid lab
please send an email request to sbalogpstructurepoint.com
Should you desire to submit a bid, please do so on the basis of the information set out above.
J. Samuel I3alog. PE
American Strueturepoint, Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKIVOWLEI)GE '1,1115 CONTRACT REVISION IN THE CONTRACT
DOCUIVI.CNTS I3F.11'ORE SU13A91TI'INC YOUR 1311)
1,.
PART 3
CONTRACT ITEMS AND UNIT PRICES
Cry of Carmel
Project No.07 4)RF Base Bid
Keyslone Parkway,cost 136th street nterchanye
ITEM UNIT QUANTITY UNIT TOTAL
NO
OESCRIPTION
PRICE
1 CONSTRUC I ION ENGINEERING LS 1
2 FIELD OFFICE,C MOS 15
3 FIELD OFFICE IN I ERNET SERVICE 1405 15
4 MOBILIZATION AND DEMOBILIZATION LS 1
5 CLEARING RIGHT OF WAY L5 i
.3 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
3 GUARDRAIL.REMOVE LFT 2013
9 EXCAVATION,COMMON CYS 54023
10 EXCAVATION.UNCLASSIFIED CYS 4939
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURD INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM.REVETMENTRIPRAP TON 50
13 TEMPORARY DITCH INLET PROTECTION EACH 16
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4596
16 SUBGRADE TREATMENT,TYPE I SYS 39335
17 B BORROW CYS 8802
19 STRUCTURE BACKFILL TYPE 1 CYS 6623
19 STRUCTURE BACKFILL.TYPE 2 CYS 522
20 STRUCTURE NACKFILL l YPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE 5 CYS 1044
22 CHEMICAL MODIFIER.SOILS,MODIFYING WET FILL SOIL.LIME TON 5362
23 COMPACTED AGGREGATE.NO.53.BASE TON 19910
24 SUBRASE FORPGCP CYS 1542
25 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAY$ TON 118
2€ MILLING.ASPHALT.1112 IN. SYS 7144
27 PRCFILOGRAPH,HMA LS 1
28 HATA SURFACE.TYPE TON 132
29 HMA SURFACE,TYPEC TON 701
3D HAIAINTERLIECIATE,TYPE A TON 402
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE.OG.'TYPE C TON 1089
33 HUN.BASE.TYPE C ION 2510
34 HMA INTERMEDIATE.OG,TYPED TON 3954
35 NINA FOR TEMPORARY PAVEMENT TON 0577
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Projecf Nn.07-09F Base Bid
Keystone Parkway and 130th Street interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO
DESCRIPTION
PRICE
30 KIRA SURFACE,TYPE D T014 2705
37 RMA IIJIT.RMEI HATE.TYPED TON 3151
38 HMA BASE,TYPED TON 12453
39 HMA WEDGE AND LEVEL,TYPE C TON 1073
40 ASPHALT FOR TACK COAT TON 2
41 PCCP,121N_ 575 6053
42 PCCP TRUCK APRON,7IN. SYS 790
43 POOP.4 IN- SYS 196
44 0-1 CONTRACTION JOINT LFT 5751
45 CONCRETE IMPRINTING SET 10326
46 GUARDRAIL,Yd BEAM,5 FT.3 IN.SPACING LFT 1106
47 GI7ARDRAIL TRANSITION TYPE TGB EACH 1
46 GUARDRAIL.STEEL CURVED TERMINAL END SECT ION EACH 1
49 IMPACT ATTENUATOR,R2,Wt,TL-3 EACH 2
50 IMPACT ATTENUATOR,R2,W2,TL.3 EACH 2
51 GUARDRAIL END TREATMENT,OS EACH 3
52 HANDRAIL.PEDESTRIAN LET 133
53 ORNAMENTAL RAILING LET 2136
54 BARRIER DELINEATOR EACH 55
55 CURD RAMP,CONCRETE,C SYS 69
56 CURB RAMP.CONCRETE.F SYS 21
57 CURB RAMP.CONCRETE,0 SYS 15
58 CURB RAMP,CONCRETE,H 5Y5 53
59 CURD RAMP.CONCRETE,L SYS 21
60 CURB,INTEGRAL,B.CONCRETE LFT 957
61 CURB,CONCRETE,MODIFIED LET 434
62 CURB AND GUTTER.B.CUNCREIE LET 1562
53 CURB AND GUTTER,CONCRETE.MODIFIED LFT 2692
114 CURE AND GUTTER.B,CONCRETE,MODIFIED LET 1347
65 CURD AND GUTTER,C,CONCRETE,MODIFIED LFT 1145
05 CuRBTURNOUI EACH 3
67 CURB AND GUTTER,CONCRETE,ROLL LFT 476
68 MODIFIED CURD]URNOU I EACI I 75
SE PAVED SIDE DITCH,A LFT 472
70 LIMA FOR APPROACHES,TYPE A TON 332
71 PCCP FUR APPROACHES.6IN. 5Y5 115
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 138th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
72 MAILBOX ASSEMBLY,SINGLE EACH 3
73 MAILBOX ASSEMBLY.DOUBLE EACH 2
74 GEO'IEXTILES SYS 310
75 RIPRAP,CLASS 2 ION 21
76 RIPRAP,REVETMENT TON 272
77 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
78 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039
79 EROSION CONTROL BLANKET SYS 1190
80 FERTILIZER TON 2
81 SEED MIXTURE,U LDS 808
82 MULCHING MATERIAL TON 11
63 WATER )(GAL 37
84 TOP SOIL CYS 7042
65 SODDING,NURSERY SYS 9064
86 IRRIGATION CONDUIT LET 500
87 CORED HOLE IN CONCRETE EACH 1
88 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
89 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 2118
90 MODIFIED PS-2 BRIDGE RAIL-TYPE I LEI 503
91 MODIFIED P5-2 BRIDGE RAIL,TYPE II LFT 323
92 MODIFIED 33 IN.BRIDGE RAIL LET 2169
93 SEAL COAT.GRAFFITI RESISTANT SET 59181
94 SURFACE SEAL SET 19077
95 CULVERT.PRECAST BOX,REINFORCED CONCRETE.6 ET.X 4 FT. LFT 115
96 CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253
97 TEMPORARY RETAINING WALL LS 1
98 PIPE,REINFORCED CONCRETE.CIRCULAR.36 IN, LFT 101
99 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 9107
100 PIPE.TYPE 4,CIRCULAR,12 IN. LET 20
101 PIPE.UNDERDRAIN OUTLET,6 I. LFT 775
102 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN. LET 1756
103 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN. LFT 535
104 PIPE,REINFORCED CONCRETE.CIRCULAR,18 IN. LFT 380
105 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN, LA 916
106 PIPE,TYPE 4,CIRCULAR,4 IN. LFT 593
107 VIDEO INSPECTION FOR PIPE LET 3688
k.
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
108 OUTLET PROTECTOR,2 EACH 11
109 VIDEO INSPECTION FOR UNDERORAINS LFT 3000
110 AGGREGAIE FOR UNDERDRAINS CYS 1018
111 GEOTEXTILES FOR UNDERDRAIN SYS 10834
112 A2000 6 IN.PVC,PERFORATED LFT 2000
113 INLET TYPE HA EACII
114 CASTING,ADJUST TO GRADE EACH 3
115 INLET,A2 EACH 3
116 INLET,J10 EACH 2
117 INLET,M1D EACH 2
118 INLET,UA EACH 1
119 CATCH BASIN,E7 EACH 3
120 CATCH BASIN,K10 EACH 6
121 MANHOLE,C4 EACH 9
122 MANHOLE,J • EACH 2
123 STRUCTURE,INLET,RECONSTRUCT LFT 2
124 MANHOLE,C2 EACH 7
125 MANHOLE.J4 EACH 2
126 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1
127 MASONRY COATING LS 19077
126 CONCRETE STAINING SFT 40105
129 FACE PANELS,CONCRETE SFT 46679
130 WALL ERECTION SFT 46679
131 LEVELING PAD,CONCRETE LFT 3342
132 COARSE AGGREGATE,NO.8 TON 3330
133 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 711
134 MODULAR BLOCK WALL ERECTION SYS 711
135 CONSTRUCTION SIGN,C EACH 2
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5
137 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 27459
13B TEMPORARY PAVEMENT MARKING.REMOVABLE.B IN, LFT 4865
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20
140 CONSTRUCTION SIGN,A EACH 35
141 CONSTRUCTION SIGN,B EACH 6
142 PLASHING ARROW SIGN DAY 60
143 MAINTAINING TRAFFIC LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08E Base Bid
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
N0.
DESCRIPTION UNIT
144 BARRICADE,Ill-A I.FT 132
145 BARRICADE,111.0 LET 226
146 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 2579
147 TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 385
148 TEMPORARY TRAFFIC BARRIER.TYPE 1,ANCHORED LFT 297
149 TEMPORARY TRAFFIC BARRIER.TYPE 2,ANCHORED LET 2772
150 TEMPORARY CHANGEABI.E MESSAGE SIGN EACH 2
151 SIGN POST,SQUARE,1.REINFORCED ANCHOR BASE LFT 526
152 SIGN,PANEL,WITH LEGEND SFT 215
153 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
154 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 IN.'TIIICKNESS SFT 205
155 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SET 109
156 STRUCTURAL STEEL,BREAKAWAY LBS 2019
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
158 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
160 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN PLASTIC CONDUIT.4 1/C LET 775
101 CONDUIT,PVC,2 IN, LFT 775
162 CONDUIT,STEEL.GALVANIZED,2 IN. LFT 537
163 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT,4 1/C LFT 537
164 HANDHOLE.LIGHTING EACH 8
165 LIGHT STANDARD FOUNDATION,3 FT.ILIA.X 8 FT. EACH 28
166 JUNCTION BOX EACH 2
167 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 WC LFT 7452
108 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2
169 SERVICE POINT.II EACH 2
170 TRANSITION FITTINGS.GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
171 CONNECTOR KIT,UNFUSED EACH 28
172 CONNECTOR KIT,FUSED EACH 28
173 MULTIPLE COMPRESSION FIT TING.NON-WATERPROOFED EACH 60
174 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
175 INSULATION LINK,NONWATERPROOFED EACH 56
176 INSULATION LINK,WATERPROOFED EACH 32
177 CABLE DUCT MARKER EACH 13
178 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 1920
179 CABLE INTERDUCT LFT 1370
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-0BP Base Bid
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
180 HANDIIOLE EACH 5
181 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17
182 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT.MONGOOSE EACH 11
183 LUMINAIRE.UNDERPASS.WALL MOUNTED,METAL HALIDE.150 WATT EACH 2
184 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4
185 LIGHT POLE.30 FT.E.M.H.DUAL 1.5 FT.MAST ARM.BREAKAWAY BASE EACH 11
186 LIGHT POLE,30 FT.E.M H.,8 ET.MAST ARM.TRANSFORMER BASE, EACH 13
DECORATIVE POLE MAST ARM AND BASE
187 LIGHT POLE.15 FT.E.M.H.4 FT.MAST ARM.'I RANSFORMER BASE, EACH 4
DECORATIVE POLE.MAST ARM AND BASE
188 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
189 LINE,EPDXY,BROKEN,WHITE,4 IN. LET 132
190 TRANSVERSE MARKINGS,THERMOPLASTIC.CROSSWALK,WHIT E,24 IN. LET 440
191 LINE,EPDXY.SOLID.W1111E,4 IN. LET 2509
192 LINE,EPDXY,SOLID,YELLOW.4 IN. LFT 2784
193 LINE,EPDXY.SOLID.WHITE,8IN. LFT 241
194 TRANSVERSE MARKING.REMOVE LFT 77
195 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2283
196 LINE,THERMOPLASTIC,SOLID.WHITE,4 IN. LFT 7476
197 LINE,THERMOPLASTIC.SOLID,NMI E.8 IN. LET 2510
198 LINE,THERMOPLASTIC.SOLID,WHITE,24 IN, LEI' 217
199 LINE,PAINT.BROKEN.WHITE,4 IN. LFT 1520
200 LINE,PAINT,SOLID,WHITE,4 IN. LFT 8754
201 LINE,PAINT.SOLID,YELLOW,4 IN. LET 5600
202 LINE,REMOVE LFT 4857
203 LINE.EPDXY,SOLID,WHIT E.24 IN. LET 28
204 LINE.THERMOPLASTIC,SOLID.WHITE,6 IN. LFT 357
205 LINE.THERMOPLASTIC,SOLID,YELLOW.4 IN, LFT 9441
206 TRANSVERSE MARKINGS.THERMOPLASTIC,SOLID.YELLOW,CROSSHATCH LET 30
LINE 12 IN.
207 TRANSVERSE MARKINGS,TIERMOPLASTIC.STOP LINE.24 IN. LFT 80
208 TRANSVERSE MARKINGS.THERMOPLASTIC,"SIIARKS TEETH' LET 81
209 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,LANE INDICATION ARROW EACH 6
210 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2
211 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.FISHHOOK LANE EACH 2
INDICATION ARROW
212 SNOWVLOWABLE RAISED PAVEMENT MARKER EACH 233
213 LINE,THERMOPLASTIC,SOLID.YELLOW,B IN. LFT 236
214 LINE.THERMOPLASTIC,BROKEN,WHITE.12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105
215 RETAINING WALL MOCK UP LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
day of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEh1 UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
216 BRIDGE RAIL MOCK UP LS 1
217 FLAT-WORK MOCK UP LS 1
218 FORMLINER,WALL PANELS SFT 46679
219 FORMLINER,MODIFIED P5-2 RAILING FOR ROADWAYS.FRONT FACE LFT 025
220 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LF1 2169
136TH ST.BRIDGE ITEMS
221 CONSTRUCTION ENGINEERING LS
222 MOBILIZATION AND DEMOBILIZATION LS 1
223 EXCAVATION,DRY CYS 163
224 B BORROW CYS 55
225 AGGREGATE FOR END BENT BACKFILL CYS 178
226 DENSE GRADED SUBBASE CYS 32
227 CONCRETE IMPRINTING SFT 8925
228 ORNAMENTAL RAILING LFT 225
229 CURB,INTEGRAL,CONCRETE LET 188
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 188
231 GEOTEXTILES SYS 390
232 DYNAMIC PILE LOAD TEST EACH 2
233 TEST PILE,RESTRIKE EACH 2
234 TEST PILE EACH 2
235 PILE TIP,STEEL H EACH 62
236 PILE,STEEL H,HP 12 X 53 LFT 2380
237 PILE,STEEL H,lIP 12 X 74 LEI 2660
238 CONCRETE,A,SUBSTRUCTURE CYS 240
239 CONCRETE,B.FOOTINGS CYS 90
240 REINFORCING BARS LBS 74169
241 REINFORCING BARS,EPDXY COATED LBS 228775
242 CONCRETE,C.SUPERSTRUCTURE CYS 961
243 CONCRETE,C,RAILING CYS 43
244 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN.X 12 IN. LIT 1505
245 SURFACE SEAL LS 1
246 ANCHOR PLATE,AP 1 EACH 56
247 PIPE,END BENT DRAIN,GIN. LFT 504
248 MASONRY COATING LS 6490
249 CONDUIT.PVC,2 IN. LE I 237
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 138th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
DESCRIPTION
NO. PRICE
250 CONCRETE STAINING SET 263
251 STREET NAME SIGN,BRIDGE MOUNTED.DECORATIVE EACH 2
252 FORMLINE,SPECIALTY.CI'T'Y SEAL EACH 2
253 FORMILINER,BRIDGE RAIL,REAR FACE LEI 229
254 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 229
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS 1
256 MOBILIZATION AND DEMOBILIZATION LS 1
257 CLEARING RIGHT OF WAY LS 1
258 DEBRIS REMOVE LS 1
259 PAVEMENT REMOVAL SYS 354
260 GUTTER TURNOUT,REINFORCED CONCRETE.REMOVE EACH 1
261 PRESENT STRUCTURE,REMOVE PORTIONS EACH 1
262 EXCAVATION,WATERWAY CYS 1240
263 EXCAVATION,WET CYS 117
264 EXCAVATION,DRY CYS 78
265 AGGREGATE FOR END BENT BACKFILL CYS 108
266 DENSE GRADED SUBBASE CYS 118
267 CONCRETE IMPRINTING SFT 2086
268 GUARDRAIL TRANSITIONT'YPETGB EACH 4
269 BARRIER DELINEATOR EACH 10
270 CURB,INTEGRAL,CONCRETE LFT 105
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
272 RIF'RAP,REVETMENT TON 1009
273 GEOTEXTILES SYS 1497
274 SLOFEWALL,CONCRETE,4 IN. SYS 329
275 'PILE.CONCRETE,STEEL SHELL ENCASED,0.184 IN.,12 IN. LFT 25
276 DYNAMIC PILE LOAD TEST EACH 2
277 TEST PILE,RESTRIKE EACH 2
278 TEST PILE EACH 2
279 PILE.STEEL H,HP 12 X 53 LFT 2504
280 PILE TIP,STEEL H EACH 40
281 CONCRETE,A,SUBSTRUCTURE CYS 305
282 CONCRETE,e,FOOTINGS CYS 13
283 FIELD DRILLED HOLE IN CONCRETE EACH 96
284 REINFORCING BARS LBS 28573
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-011F Base Bid
Keystone Parkway and 736th Street Interchange
ITEM DESCRIPTION I UNIT QUANTITY UNIT TOTAL
NO. PRICE
285 REINFORCING BARS,EPDXY COATED LBS 217786
286 THREADED TIE BAR ASSEMBLY.EPDXY COATED EACH 82
287 CONCRETE,C.SUPERSTItUCTURE CYS 816
288 CONCRETE.C,RAILING CYS 29
289 CONCRETE BRIDGE RAILING TRANSITION.TBC EACH 4
290 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,361N.X 12 IN. LFT 2352
291 SURFACE SEAL LS 1
292 ANCHOR PLATE.AP 1 EACH 64
293 PIPE.END BENT DRAIN,6IN. LFT 340
294 PIPE.PVC,61N_ LFT 125
295 CONDUIT.PVC,2 IN. SET 375
296 GRATES.BASINS,AND FITTINGS.CAST IRON LBS 576
297 DORROW CYS I 19349
TOTAL:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Pfo/ece No 07.08F Alternate Bid IN
Keystone Parkway and 1361h Strnel Interchange
[TEM UNIT QUANTITY UNIT TOTAL
ND.
DESCRIPTION
PRICE
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 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
8 GUARDRAIL.REMOVE LFT 2013
9 EXCAVATION.COMMON CYS 33184
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB FILET PROTECTION EACH 10
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4566
16 SUBGRADE TREATMENT.TYPE I SYS 39335
17 B BORROW CYS 6602
18 STRUCTURE BACKFILL,TYPE 1 CYS 6523
19 STRUCTURE BACKFILL,TYPE 2 CYS 522
20 STRUCTURE BACKFILL,TYPE 3 CYS 17495
21 STRUCTURE BACKFILL.TYPE 5 CYS 1044
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5352
23 COMPACTED AGGREGATE,NO.53,BASE TON 7298
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO,53,TEMPORARY FOR DRIVEWAYS TON 116
25 MILLING,ASPHALT,1112 IN_ SYS 7144
27 PRCFILOGRAPH,HMA LS 1
28 HMA SURFACE.TYPE A TON 132
29 HMA.SURFACE,TYPE C TON 70i
30 HMA INTERMEDIATE,TYPE A TON 406
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE.OG,TYPE C TON 9059
33 HMA BASE.TYPE C TON 2619
34 HMA.INTERMEDIATE.OG,TYPE o TON 3954
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-05F Alf on rale aid#1
Keystone Parkway and 136th Street interchange
ITEM UNIT QUTANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
35 HI4A SURFACE,TYPE D TON 2796
36 HIAA INTERMEDIATE,TYPE D TON 3161
37 HIM BASE,TYPED TON 12403
38 HULA WEDGE AND LEVEL,TYPED TON 1073
39 ASPHALT FOR TACK COAT TON 27
40 PCCP,121N. SYS 6053
41 FCC?TRUCK APRON.7 IN. SYS 790
42 PCCP,41N. SYS 196
43 D-1 CONTRACTION JOINT LFT 3751
44 CONCRETE IMPRINTING Sr 10326
45 GUARDRAIL,W BEAM,6 FT,3 IN,SPACING LFT 1106
46 GUARDRAIL TRANSITION TYPE TGB EACH 1
47 GUARDRAIL.STEEI.CURVED TERMINAL END SECTION EACH 1
48 IMPACT ATTENUATOR,R2,WI,TL-3 EACH 2
49 IMPACT ATTENUATOR,R2,W2.TL-3 EACH 2
50 GUARDRAIL END TREATMENT,CS EACH 3
51 HANDRAIL,PEDESTRIAN LET 133
52 ORNAMENTAL RAILING LFT 2135
53 BARRIER DELINEATOR EACH 55
54 CURB RAMP.CONCRETE.C SYS 89
55 CURB RAMP,CONCRETE,F SYS 21
56 CURB RAMP,CONCRETE,G SYS 15
57 CURB RAMP,CONCRETE,H SYS 53
58 CURB RAMP,CONCRETE.L SYS 21
59 CURB,INTEGRAL,B,CONCRETE LET 957
SO CURB,CONCRETE,MODIFIED LFT 434
61 CURB ANC GUTTER,B,CONCRETE LET 1562
62 CURB ANC GUTTER,CONCRETE.MODIFIED LFT 2592
63 CURB AND GUTTER, 3,CONCRETE,MODIFIED LET 1947
64 CURB AND GUTTER,C,CONCRETE,MODIFIED LFT 1145
65 CURB TURNOUT EACH 3
66 CURB AND GUTTER,CONCRETE,ROLL LET 476
67 MODIFIED CURB TURNOUT EACH 76
65 PAVED SIDE DITCH,A LFT 472
■
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07-O8F Alternate Bid 8T
Keystone Parh way and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO.
DESCRIPTION
PRICE
69 HMA FOR APPROACHES,TYPE A TON 332
70 PCCPFOR APPROACHES,B IN. SYS 115
71 MAILBOX ASSEMBLY.SINGLE EACH 3
72 MAILBOX ASSEMBLY,DOUBLE EACH 2
73 GEOTEXTILES SYS 710
74 RIPRAP,CLASS 2 TON 21
75 RIPRAP,REVETMENT TON 272
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
77 MULCHED SEEDING.7,CONVENTIONAL MIX SYS 13039
78 EROSION CONTROL BLANKET SYS 1198
79 FERTILIZER TON 2
80 SEED MIXTURE,U LBS BOB
81 MULCHING MATERIAL TON 11
82 WATER kGAL 37
83 TOP SOIL CYS 7042
84 SODDING,NURSERY SYS 9064
85 IRRIGATION CONDUIT LET 500
89 CORED HOLE IN CONCRETE EACH 1
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION.TPS-2 IACH 1
88 REINFORCED CONCRETE MOMENT SLAB.12 IN. SYS 2118
B9 MODIFIED PS-2 BRIDGE RAIL-TYPE I LET 503
90 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 323
91 MODIFIED 33 IN.BRIDGE RAIL LFT 2169
92 SEAL COAT,GRAFFITI RESISTANT SET 59181
93 SURFACE SEAL SET 19077
94 CULVERT.PRECAST BOX,REINFORCED CONCRETE.6 FT.X 4 FT. LFT 115
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LET 253
98 PIPE.REINFORCED CONCRETE.CIRCULAR,35 IN. LFT 101
97 PIPE.TYPE 4,CIRCULAR,8 IN. FI' 9107
98 PIPE,TYPE 4,CIRCULAR,12 ILL LFT 20
99 PIPE,UNDERDRAIN OUTLET,G IN LET 775
100 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN. LET 1755
101 PIPE,REINFORCED CONCRETE,CIRCULAR.15 IN. LFT 535
102 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN. EFT 300
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
Cary of Carmel
Project No.07-08F Alternate Sad#1
Keystone Parkway and 136th Street inlerchan9c
ITEM UNIT QUANTITY UNIT TOTAL
_ NO. DESCRIP770N PRICE
103 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LFT 916
104 PIPE,TYPE 4,CIRCULAR.4 IN. LFT 593
105 VIDEO INSPECTION FOR PIPE LFT 3688
106 OUTLET PROTECTOR,2 EACH 11
107 VIDEO INSPEC I ION FOR UNDERURAINS LET 3009
108 AGGREGATE FOR UNDERDRAINS 018 1018
109 GEOTEXTILES FOR UNOERDRAIN SYS 10634
110 A2000 6 IN.PVC,PERFORATED LFT 2000
111 INLET TYPE HA EACH 6
112 CASTING,ADJUST TO GRADE EACH 3
113 INLET,310 EACH 2
114 INLET,M10 EACH 2
115 INLET,UA EACH 1
116 CATCH BASIN,E7 EACH 3
117 CATCH BASIN,K10 EACH 6
118 MANHOLE.C4 EACH 9
119 MANHOLE,J EACH 2
120 STRUCTURE,INLET,RECONSTRUCT LET 2
121 MANHOLE.C2 EACH 7
122 MANHOLE,J9 EACH 2
123 STORMWATER TREATMENT SYSTEM,TYPE I .EACH 1
124 MASONRY COATING LS 19077
125 CONCRETE STAINING SFT 40105
126 FACE PANELS,CONCRETE SET 46079
127 WALL ERECTION SET 46679
128 LEVELING PAD,CONCRETE LFT 3342
129 COARSE AGGREGATE,NO.B TON 3330
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 711
131 MODULAR BLOCK WALL ERECTION SNS 711
132 CONSTRUCTION SIGN,C EACH 16
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2
134 TEMPORARY PANEL SIGNS SYS 124
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256
136 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN. LFT 1500
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 135th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
137 DETOUR ROUTE MARKER ASSEMBLY EACH B
138 CONSTRUCTION SIGN,A EACH 1
139 FLASHING ARROW SIGN DAY 120
140 MAINTAINING TRAFFIC LS 1
141 BARRICADE,III-A LFT 48
142 EARRICADE,III-B LFT 100
143 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
144 SIGN POST,SQUARE, 1,REINFORCED ANCHOR BASE LET 526
145 SIGN,PANEL,V.4TH LEGEND OFT 215
145 'MDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
147 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0080 IN.THICKNESS OFT 205
145 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SET 109
149 STRUCTURAL STEEL,BREAKAWAY LOS 2919
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
151 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
153 IMRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 110 LFT 775
154 CONDUIT,PVC,2IN. LFT 775
155 CONDUIT,STEEL,GALVANIZED,2 IN LFT 537
156 WIRE,NO 4 COPPER,IN PLASTIC DUCT,IN CONDUIT.4 I1C LFT 537
157 IIANDHOLE,LIGHTING EACH 6
158 LIGHT STANDARD FOUNDATION,3 Ft DR.X B FT, EACH 20
159 _UNCTION BOX EACH 2
160 WIRE,N0,4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 11C LFT 7452
161 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2
152 SERVICE POINT.II EACH 2
153 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH
154 CONNECTOR KIT,UNFUSED EACH 25
165 CONNECTOR KIT,FUSED EACH 28
165 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 00
167 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
168 INSULATION LINK,NONWATERPROOFED EACH 54
169 INSULATION LINK,WATERPROOFED EACH 32
170 CABLE DUCT MARKER EACH 13
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alf ornate Bid 81
Keystone Parkway and 136Th Street interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
ND PRICE
171 POLE CIRCUIT CABLE, I G NO.10 STRANDED COPPER LFT 1920
172 CABLE INTEROUCT LFT 1370
173 HANDHOLE EACH 5
174 LUMINAIRE,ROADWAY,METAL HALIDE.250 WATT,PORT HURON EACH 17
175 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11
175 LUMINAIRE,UNDERPASS,WAIL MOUNTED,METAL HALIDE,152 WATT EACH 2
177 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4
178 LIGHT POLE,30 FT.E .DUAL 1.5 ET,MAST ARM,BREAKAWAY BASE EACH 11
179 LIGHT POLE,30 FT,E.M H_,8 FL MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE MAST ARM,AND BASE
190 LIGHT POLE.15 FT.EM_H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4
DECORATIVE POLE,MAST ARM,AND BASE _
181 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
182 LINE.EPDXY,BROKEN,WHITE.4 IN, LFT 132
183 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 440
184 LINE,EPDXY.SOLID,WHITE,4 IN, LET 2509
185 LINE,EPDXY,SOLID,YELLOW.4 IN. LFT 2784
186 LINE,EPDXY,SOLID,WHITE,8IN_ LFT 241
187 TRANSVERSE MARKING,REMOVE LFT 77
188 LINE.THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2283
169 LINE,THERMOPLASTIC,SOLID.WHITE,4 IN. • LET 7478
190 LINE,THERMOPLASTIC.SOLID,WHITE,8IN. LET 2510
191 LINE,THERMOPLASTIC,SOLID,'WHITE,24 IN. LET 217
192 LINE,REMOVE LET 800
193 LINE,EPDXY,SOLID,WHITE,24 IN. LET 28
194 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 357
195 LINE,THERMOPLASTIC,SOLID,YELLOW,41N. LET 0441
196 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH
LET 30
TINE 12 IN. -
197 TRANSVERSE MARKINGS.THERMOPLASTIC,STOP LINE.24 IN. LET SO
190 TRANSVERSE MARKINGS.THERMOPLASTIC,"SHARKS TEETH,. LFT 61
199 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 5
ARROW
200 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.WORD(ONLY) EACH 2
201 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2
INDICATION ARROW
202 S•OW?LOWABLE RAISED PAVEMENT MARKER EACH 233
203 LINE,THERMOPLASTIC.SOLID.YELLOW.B IN LET 236
204 LINE,THERMOPLASTIC.BROKEN,WHITE, 12 IN.,3 PT,STRIPE-3 FT.GAP LFT 105
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project Na 07-08F Alternate Bid N1
Keystone Parkway and 136th Street Lrlorchange
ITEM UNIT QUANTITY UNIT TOTAL
NO DESCRIPTION PRICE
205 RETAINING WALL MOCK UP LS 1
206 BRIDGE PAIL MOCK UP LS 1
207 FLAT-WORK MOCK UP LE 1
203 FORMLINER,WALL PANELS SET .16679
209 FORMLINER,MODIFIED P5-2 RAILING FOR ROADWAYS.FRONT FACE LFT 025
210 FORMUNER,33 IN,BRIDGE RAIL FOR RAMPS,REAR FACE I.FT 2169
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
Oily of Carmel
Project No.o7.08F Alternate Bid 61
Keystone Parkway and 136th Sheet Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
136TH ST.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 'I
212 MOBILIZATION AND DEMOBILIZATION LS 1
213 EXCAVATION.DRY CYS 163
214 B BORROW CY6 55
215 AGGREGATE FOR END BENT BACKFILL CYS 173
216 DENSE GRADED SUBBASE CYS 32
217 CONCRETE IMPRINTING SFT 8925
216 ORNAMENTAL RAILING LFT 225
219 CURB,INTEGRAL,CONCRETE LFT 163
220 REINFORCED CONCRETE BRIDGE APPROACH SYS 18B
221 GEOTEXTILES SYS 300
222 DYNAMIC PILE LOAD TEST EACH 2
223 TEST PILE,RESTRIKE EACH 2
224 TEST PILE EACH 2
225 PILE TIP.STEEL H EACH 62
226 PILE,STEEL H,HP 12 X 53 LFT 2380
227 PILE,STEEL H,HP 12 X 74 LET 2660
228 CONCRETE,A,SUBSTRUCTURE CYS 240
229 CONCRETE.B,FOOTINGS CYS 90
230 REINFORCING BARS LBS 74155
231 REINFORCING BARS,EPDXY COATED LBS 228775
232 CONCRETE,C,SUPERSTRUCTURE CYS 951
233 CONCRETE,C,RAILING LYE 43
234 STRUCTURAL MEMBERS.CONCRETE I-BEAM,II,36 IN.X 12 IN. LFT 1505
235 SURFACE SEAL LS 1
236 ANCHOR PLATE,AP 1 EACH 56
237 PIPE,END BENT DRAIN,6 IN. LFT 504
238 MASONRY COATING L5 6490
239 CONDUIT,PVC,2 IN. LFT 237
246 CONCRETE STAINING SET 253
241 STREET NAME SIGN.BRIDGE MOUNTED.DECORATIVE EACH 2
242 FORMLINE,SPECIALTY,CITY SEAL EACH 2
243 FORMILINER,BRIDGE RAIL,REAR FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Piglet'No.07-O8F imamate Sid#1
'Keystone Parkway and 136th Street interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO DESCRIPTION PRICE
244 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 229
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
Owe!Carnet
Project No.07-68FAUCrnate Bid El
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO DESCRIPTION PRICE
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS 1
246 MOEIL12ATION AND DEMOHIL17ATION LS 1
247 CLEARING RIGHT OF WAY LS 1
248 DEBRIS REMOVE LS 1
249 PAVEMENT REMOVAL SYS 354
250 GUTTER TURNOUT,REINFORCED CONCRETE.REMOVE EACH 1
251 PRESENT STRUCTURE.REMOVE PORTIONS EACH 1
252 EXCAVATION.WATERWAY CYS 1240
253 EXCAVATION.WET CYS 117
254 EXCAVATION,DRY CYS 78
255 AGGREGATE FOR END BENT BACKFILL CYS 108
256 DENSE GRADED SUBBASE CYS 118
257 CONCRETE IMPRINTING SET 2066
258 GUARDRAIL TRANSITION TYPE TOO EACH 4
259 BARRIER DELINEATOR EACH 10
260 CURB,INTEGRAL.CONCRETE LFT 105
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 69a
262 RIPRAP,REVETMENT TON 1009
255 GEOTEXTILES SYS 1497
264 SLOPEWALL,CONCRETE,4 IN. 5Y5 329
265 PILE,CONCRETE,STEEL SHELL ENCASED,0.184 IN,.12 IN. LFT 25
266 DYNAM IC PILE LOAD TEST EACH 2
257 TEST PILE.RESTRIKE EACH 2
268 TEST PILE EACH 2
259 PILE.STEEL H.HP 12 X 53 LFT 2504
270 PILE TIP.STEEL H EACH 40
271 CONCRETE,A,SUBSTRUCTURE CYS 305
272 CONCRETE,B,FOOTINGS CYS 13
273 FIELD DRILLED HOLE IN CONCRETE EACH 96
274 REINFORCING BARS LBS 28573
275 REINFORCING EARS.EPDXY COATED LBS 217786
276 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
277 CONCRETE,C,SUPERSTRUCTURE CYS B16
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Pro Plc!No 07-08F Mterna le Bid#1
Keystone Pathway and 176fh$freef Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO_
DESCRIPTION
PRICE
276 COI•CRETE.C.RAILING CYS 29
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannot
Proffer;No.07-08F Alternate Did 41
Keystone Parkway and 1381h Street lnferchanye
ITEM UNIT QUANTITY UNIT TOTAL
NO.
DESCRIPTION UNIT
279 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4
280 STRUCTURAL-MEMBERS.CONCRETE I-BEAM,II,36 IN.X 12 IN. LFT 2352
281 SURFACE SEAL LS 1
282 ANCHOR PLATE,AP 1 EACH 64
283 PIPE,END BENT DRAIN,6 IN. LFT 340
204 PIPE,PVC,6 I. LFT 125
205 CONDUIT.PVC,2 IN. SFr 375
285 GRATES,BASINS,AND FITTIGS,CAST IRON L95 575
287 BORROW I CYS 19349
TOTAL;
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS
PART 3
CONTRACT ITEMS AND UNIT PRICES
CSy of Carmel
Project No.07-08F Alternate 2,4 Base 8id A djuslmonl
Keystone Parkway and 136th SIrccl Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
9 EXCAVATION,COMMON CYS 1661
23 COMPACTED AGGREGATE,NO.53,CASE TOM 10331
32 EII IA INTERMEDIATE,OG,TYPE C TON (-134)
33 HMA BASE.TYPE C TON (-1479)
34 HMA INTERMEDIATE,OG.TYPE D TON (-5497)
36 HMA BASE,TYPE O TON (-3077)
297 BORROW CYS (-1392)
298 GEOGRIO,INSTALLATION SYS 20650
TOTAL ADJUSTMENT TO BASE BID:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
PART 3
CONTRACT ITEMS AND UNIT PRICES
Chy of Carmel
Project Nu.07-08F Alternate 28 RHernele Sid#1 Arlustflenl
Keystone Parkway and 136th Sfreef!nlorch:nue
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
$ EXCAVATION.COMMON CYS 1661
23 COMPACTED AGGREGATE.NO.53,BASE TON 10331
32 HMA INTERMEDIATE.CO,TYPE C TON f-I34(
33 HMA EASE.TYPE C TON (-14791
34 HMA INTERMEDIATE.OG,TYPED TON ¢l497)
37 HMA EASE,TYPED TON (-3077)
257 BORROW CYS (-1392)
246 GEOGRID,INSTALLATION SYS 22650
TOTAL ADJUSTMENT TO ALTERNATE BID 41 :
SUBMITTED BY
SIGNATURE
TITLE:
ADDRESS:
SP-20—TEMPORARY EROSION CONTROL MEASURES
The standard specifications are revised as follows:
SECTION 108, BEGIN LINE 107, DELETE AND INSERT AS FOLLOWS:
An amended Erosion Control Plan shall be submitted in accordance with 327 lAC [5-S for those
areas not included in the Department submittal or as necessary for changes initiated by the Contractor,
Items to include consist of sequencing of operations, borrow and disposal areas, and haul roads as well
as any revision to the Department's submittal. If borrow and stockpile sites tare used, the Contractor
shall indicate the erosion and sediment control measures to be Implemented and the sequencrng cf tlae
erosion and sediment control measures to be used on the sites. The Contractor shall also state where the
spoil from the project, if any, will be placed. The Contractor shall provide ibis infornunion folitrwing the
guidelines fir Rule 5 (3271AC 15-5). The Contractor shall also submit a sequencing of the erosion and
sediment control measures to be used on the project to
John South
1-frnnilton County Soil& Water Conservation District
1108 S. Ninth St.
Noblesville, IN 46060-6745
Any offsite borrow, stockpile, and spoil sites must be permitted by the IDEM,>`rotice of Intent,
NW. The Contractor shall submit either a new IDEM NOI or revise the original NO1 fen the project. A
copy of the revised ATO1 or the new A1O1 shall be given to the Engineer.
All information shall be submitted and approved prior to land disturbing activities. All
appropriate erosion control items shall be in place prior to disturbing the project site. A copy of the
amended plan shall be provided to the Engineer.
The CONTRACTOR nuts, contact the following:
11MEM Rule 5 Coordinator 317-233-1864
Hamilton County Sod and Water Conservation District 317-773-2181
City of Carmel Engineering/MS4 317-571-2441
and provide the actual start date for construction within 48 hours of the initiation of construction
activity.
The C0N17tACT0R must not f'the following individuals of the preconstructlon meeting:
Amanda Foley 317-571-2441 afolev@cerntelin.gor
John Thomas 317-571-2441 jthontas a carruel.in gay
Robert Beck ■17-234-5028 rlicek@idcln.in gay
TEMPORARY EROSION CONTROL MEASURES TS-20
IN20030661
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(g) Monitoring and maintenance plcrt'i for erosion control thee tsures.
't he name(*of the designated indi ktal(s) Erosion Control,Supervisor shall be furnished the
Engineer at, or prior to, the preconstruetion meeting. Should the designated individual(s) need to be
replaced during the contract, replacements shall he designated within seven calendar days and
nolilication shall be furnished the Engineer.
Permanent erosion control measures shall be incorporated into the work at the earliest practicable
time as the construction progresses to stabilize the site.
In order to minimize pollution to bodies of water, the practices and controls set out below shall
he followed.
(a) When work areas are located in or adjacent to bodies of water, such areas shall be separated
by a dike or other barrier to keep contained. Sediment disturbance of these bodies of waters shall be
minimized during the construction and removal of such barriers.
(b) All waterways,shall be cleared as soon as practicable of false-work, temporary piling, debris,
or other obstructions placed during construction operations.
(e) Water ft from aggregate washing or other operations containing sediment shall be treated by
filtration, a settling basin, or other means sufficient to reduce the sediment content.
(d) Pollutants such as fuels, lubricants, asphalt, sewage, wash water. or waste from concrete
mixing operations, and other harmful materials shall not be discharged into existing bodies of water.
(c) All applicable regulations and statutes relating to the prevention and abatement of pollution
shall be complied with in the performance of the contract.
Construction must be sequenced in a manner 10 insure positive drainage throughout the pra)ect during
construction. Wherever construction pleats indicate the removal and replacement of an existing
slruchrre, the replacement structure shall he installed so as not to cause adverse affects to adjoining
property owners. The construction phasing should include the proper segnerrce and rapid.stabilization
of call the proposed ditches. The project shall be staged in a wanner that will limit the amoumt of
disturbed land. The areas affected by Phase I Erosion Control measures shall be strbstctruially
stabilized prior to the beginning of operations associated n+ith Phase l7 Erosion Control.
SECTION 108.AFTER LINE 177, INSERT AS FOLLOWS:
The cost of preparation of the erosion control plan shall be included in the cost of the various
erosion and sediment control items.
SECTION 205, AFTER LINE 33, INSERT AS FOLLOWS:
Temporary erosion control measures shall be placed as soon as possible. icill1 fence and sediment
traps shall be installed prior to beginning earth chmurbtng activities.
TEMPORARY EROSION CONTROL MEASURES TS-20
1N2003066I
Temporary seeding and mulching shall he placed on disturbed areas that are expected to be
undisturbed Jim over 7 darns or as directed by the Engineer.
Check darns .shall be installed as soap as possible in areas of construction. Once ditches are to
grade, permanent erosion control measures shall he placed as soon as possible and no later than 5
workdays after ditch grading is completed During construction, if ditch flow patterns change, erosion
control incomes !nay need to he moved or adjusted so that Fro areas are left unprotected Sediment shall
be removed from check dams and other erosion control measures periodically so that those measures
function as intended
Pipe end sections and anchors shall he placed when the structure is installed. 7f the pipe end
sections or anchors cannot be placed at the same time.c. temporary- riprap splashpads shall he placed at
the outlets of the pipes until the pipe end sections or anchors can be placed.
All existing inlets and/or pipes shall be protected from sediment during construction using
It/DOT approved methods prior to capping, replacing, or removing.
SECTION 205, AFTER LINE 108, INSERT AS FOLLOWS:
(a) Stable Construction Entrance
The Contractor shall provide a stable construction entrance at the points where construction
traffic will enter onto an existing road. This entrance will serve the purpose to prevent soil from leaving
the construction area and keep the existing roadway!free of sediment. This entrance shall inchrde a
geotextile fabric underlines, be a nninhuwn of 12 ft wide, 50 ft long, and constructed of 12 in. of No. 2
stone. The radii shall be large enough to accommodate the vehicles utilizing the entrance. Additional
stone ntoy be required, as directed, to maintain the use fidness of the stable construction entrance. There
there in insufficient room for a stable construction entrance, other measures shall be taken to prevent
the tracking of sediment onto the pavement, the Contractor shall maintain entrances including, but not
limited to, reshaping as needed for proper drainage and top dressing with clean stone as needed. The
contractor is also responsible for the clean up of any debris that may be tracked onto the existing
roadwaty front the construction site.
(pi Concrete Washout
The Contractor shall provide a concrete washout system in accordance si;ith the .specifications.
nslcdlalion, and maintenance described in the -Indiana Storm Mater Quality Manual. -
('q)Filter Tubes
The Contractor shall install, construct, and maintain filter tubes in accordance with the
"Indiana Storm !-mater Quality Manual. " The minimum filler tube size shall be 18 itches.
r) Dcu-cttering Structure
The Contractor shall provide dervater'ing structure in accordance with the specifications,
installation, and maintenance described in the "The City of Cannel .Stornnvater Technical Standards
Martin. "
SECTION 205. AFTER LINE I IS, DELETE AND INSERT AS FOLLOWS:
205.04 Maintenance
TEMPORARY EROSION CONTROL MEASURES '15-20
IN20030(61
Temporary erosion and sediment control measures shall be inspected by the Contractor's Erosion
Control Superriror- once every seven days and after each rain ectivitie: activity. Inspections shall be
documented and records shall be maintained by the Contractor, to he made available for review upon
request. Records shall include, at a minimum, the date, the inspector's name. the maintenance and
corrections needed based on this inspection, and the status of previously identified deficiencies. The
temporary protection measures shall be returned to good working conditions within 48 hours after
inspection or as directed. Sediment shall be removed as approved and disposed of in accordance with
201.03 and 203.08. Inspection records shall be kept until the entire contract is complete and has been
permanently stabilized.
SECT]ON 205. BEGIN LINE 136, DELE'T'E AND INSERT AS FOLLOWS:
205.06 Method of Measurement
Filter !rubes, silt fence and straw bale check dams will be measured by the linear foot (meter).
Straw bate check dams will be measured once per dam parallel to the dam and at the widest point.
Sediment basins will be measured by the units installed complete in place. Revetment riprap check
dams, sediment traps, and splashpads will be measured by the ton (megagram). The measurement of
temporary revetment riprap check dams will include the revetment riprap and the No. 5 fi lter stone.
Measurement of sediment traps will include the riprap and the No. 8 filter stone. Temporary mulching
will be measured by the ton (megagram). Temporary seeding will be measured in accordance with
621.13. Removal of sediment will not be measured by the cubic yard (cubic—Meter) for payment.
Revetment riprap will be measured in accordance with 616.12. Slope drains will be measured in
accordance with 715.13. Ditch inlet protection will be measured per each unit installed Construction and
maintenance of stable construction entrances, concrete washout systems, dewatering structures, and any
temporary beims required for sediment traps will not be measured for payment.
SECTION 205, BEGIN LINE 156, DELETE AND INSERT AS FOLLOWS:
205.07 Basis of Payment
The accepted quantities of silt fence and f ber tubes will be paid for at the contract unit price per
linear foot (meter), complete in place. Temporary mulching will be paid for by the ton (megagram).
Temporary seeding will he paid for in accordance with 621.14. Sediment basins will be paid for at the
contract unit price per each unit installed.
Check dams, revetment riprap; sediment traps: and splashpads will be paid for by the ton (megagram).
Check dams. straw bales will he paid for by the linear Foot (meter). Revetment riprap will be paid for in
accordance with 616.13. Slope drains will be paid for in accordance with 715. 14. Removal of sediment
will be paid for at the contract unit price per ctthic yard (cubic meter) in the cost of the respective items.
Ditch inlet protection will be paid for at the contract unit price per each unit installed. The cast of
constructing, maintaining, and removal of any temporary beaus required fn' sediment traps, stable
construction entrances, concrete washout systems, and ricwetering structures shrill he paid for in the
coy,of the other reutporcn.n erosion and sediment control pas- items. 4A maleriais, labor and equipment
required for ins!crllwir n. inspection, maintenance, and removal of filter tubes will be included in the cost
of the,filler tubes,
SECTION 205, BEGIN LINE 172, DELETE AND INSERT AS FOLLOWS:
Payment will be made under_
Pay Item Pay Unit Symbol
TEMPORARY EROSION CONTROL MEASURES TS-20
1N2003066I
iner for Retention Pond LS
-Sediment, Remewc t'YS fm-3)
Splashpad, Riprap TON (Mg)
Temporary Check Darn, Revetment Riprap TON (Mg)
Temporary Check Darn. Straw Bales LET (m)
Temporary Ditch inlet Protection EACH
Temporary Mulching TON (Mgt
Temporary Sediment Basin EACH
Temporary Sediment Trap TON (Mg)
i emporary Si It Fence LET (m)
Temporary Slope Drain LEt' (m)
Temporary Filter Tube. 1801. ... ... ... ... ... ... ... ... ... . . .. ... .._..-......LET(nn)
SECTION 205, BEGIN LINE 210, DELETE AND INSERT AS FOLLOWS:
The cost of maintenance, except for including the removal of sediments, and removal of
temporary erosion and sediment control items shall he included in the cost of the respective items.
TEMPORARY EROSION CONTROL MEASURES TS-20
1N2003060I
SP-92 — ALTERNATE PAVEMENT DESIGNS
A. DESCRIPTION
An alternate pavement design utilizing geogrid reinforcement has been developed for the I-IMA
pavement sections along Keystone Parkway and 136`" Street. I-I MA sections shall be in accordance with
the attached details.
B. MATERIALS •
Tensar TX I 70 Geogrid shall be supplied by the City. The Contractor shall pick up the supplied
materials at the City of Carmel Street Department and install it at the project site as shown on the plans
and specifications. The Contractor shall notify the City personnel and make arrangements for picking
up the Department furnished motel ialss listed at least five work days prior to the expected date of
beginning of work.
HMA materials shall be in accordance with 402.03
C. CONSTRUCTION
HMA shall be in accordance with 402
The geogrid shall be installed in accordance with the manufacturer's recommendations with
excess geogrid being removed. The Contractor may turn the excess portion of the geogrid into the fill
layer as an alternative to removal, provided an acceptable installation is obtained. The geogrid shall be
kept taut during placement of the initial lift of backf ll. Installation may require the use of stakes to hold
the geogrid in place.
The geogrid material supplier shall provide a qualified manufacturers representative on the
contract site at the start of the work to assist the Contractor. The representative shall also be available
during the construction when required by the Engineer or Contractor. A copy of the manual for the
installation shall be furnished to the Engineer.
Geogrid shall be overlapped a minimum of 2.0 ft(0.6 in)side to side and end to end The
geogn ids shall be overlapped 3.0 ft (I nn} in areas where foundation conditions cannot support foot
traffic or where 2.0 ft (0.6 m) is found to be inadequate during fill placement. Overlaps shall he oriented,
or shingled, to prevent advancing [ill from lifting the geogrid. Overlaps shall be further secured to
prevent separation during fill placement. Damaged geogrid shall be patched. Patching shall include
placement of a minimum of 3.0 ft (I m) of overlapped geogrid beyond the damaged area. If the damaged
portion extends for more than 50%oldie roll in the width direction, the entire width shall be replaced.
Geogrid shall he covered with till within three calendar days after placement. Only that amount
ofgeogrid required for pending work shall he placed to minimize exposure of the geogrid.
D. METHOD OF MEASUREMENT
Geogrid installation will be measured by the square yard installed. The quantity will be
computed based on the total area of geogrid shown on the plans, exclusive of the area of overlaps. The
portion of geogrid cut off or turned up into the backfi II layer will not be measured for payment.
ALTERNATE PAVEMENT DESIGNS TS-92
1N20030661
FIMA will be measured in accordance with 402,19
E. BASIS OF PAYMENT
HMA wit! he paid in accordaace with 402.20
The accepted quantities of geogrid wilk be paid for at the contract unit price per square yard of
geogrid installed.
Payment will be made under:
Pay Item Pay Unit Symbol
Geoerid, Installation SYS
The cost of material pick-up, manufacturers representative, all labor and e■ uipmcnt required for placing
the geogrid, all work necessary to establish grades, geogrid splices, overlaps, stakes or pins,
supplemental product test data, and patching or replacement of damaged geogrid shall he included in the
cost of this work.
ALTERNATE PAVEMENT DESIGNS TS-92
IN20030661
CITY OF CARMEL
ADDENDUM NO. 2
Keystone Parkway & 136th Street
Project No. 07-08F
October 10, 2008
To All Plan Buyers of Record:
Item I: This is to advise all bidders that PART 3 —CONTRACT [TEMS AND UNIT PRICES has been
revised to include additional and revised bid items and is included with this ADDENDUM NO. 2
The following summarizes the changes to the Itemized Bid
The quantity for Base Bid Item#IX Structure Backfill, Type I has been revised.
The quantity for Base Bid ltem#19 Structure Backfill, Type 2 has been revised.
The quantity for Base Bid Item#21 Structure Bac 11, Type 5 has been revised.
The quantity for Base Bid Item#85 Sodding,Nursery has been revised.
The quantity for Base Bid Item#98 Pipe, Reinforced Concrete, Circular, 36 IN has been revised.
The quantity for Base Bid Item#133 Modular Block Wall with Ground Reinforcement has been
revised.
The quantity for Base Bid Item#134 Modular Block Wall Erection has been revised.
The item description for Base Bid Item#244 has been changed to Structural Members, Concrete
I-Beam, III, 36in. X 12 in.
The Pay Item Unit for Base Bid Item#248 Masonry Coating has been revised.
Base Bid Item#257 has been deleted.
Base Bid Item#259 has been deleted.
Base Bid Item#298 Stormwater Treatment System, Type III has been added.
The quantity for Alt Bid#1 Item#I8 Structure Backlill,Type 1 has been revised.
The quantity for Alt Bid#f Item#19 Structure Back nil, Type 2 has been revised.
The quantity for Alt Bid-41 ltem#21 Structure Backfill, Type 5 has been revised.
The quantity for Alt Bid#(I Item#84 Sodding, Nursery has been revised.
The quantity for Alt Bid#1 Item#96 Pipe, Reinforced Concrete, Circular, 36 IN has been revised.
The quantity for Alt Bid#1 Item#130 Modular Block Wall with Ground Reinforcement has been
revised.
The quantity for All laid#1 Item#131 Modular Block Wall Erection has been revised.
The item description for Alt Bid Item#234 has been changed to Structural Members, Concrete 1-
Beam, III, 36in. X 12 in.
The unit for Alt 13i01 fleet#238 Masonry Coating has been revised.
Alt Bid#I Item#247 has been deleted.
Alt Bid#1 Item#249 has been deleted.
Alt Bid#I Item#288 Stornnvater Treatment System, Type II l has been added.
Item 2: A pre-hid meeting was held on October 7; 2008. Attached are the minutes of items discussed at
the meeting.
Item 3: The NOTICE To BIDDERS has been revised. The first two sentences of the last paragraph
now read "No bidder may withdraw any hid or proposal within a period o fsif7 (60) dgys�bllorwing the
date set for receiving bids or proposals. The Carmel Board of Public Works and Safely reserves the
right to hold any or all bids or proposals for a period of not more thou sixty (60) days and said bids or
proposal shall remain in fill force and effect during said period. Please substitute the attached NOTICE
TO BIDDERS with the one in your copy of the contract book.
Item 4: This notice is to advise all bidders that SP-07 Existing Conditions has been revised. Please
substitute the attached SP-07 with the one in your copy of the contract book.
Item 5: This notice is to advise all bidders that SP-23 Chemical Modification of Soils has been revised.
Please substitute the attached SP-23 with the one in your copy of the contract book.
Item 6: This notice is to advise all bidders that SP-57 Ornamental Railing has been revised. Please
substitute the attached SP-57 with the one in your copy of the contract book.
Item 7: This notice is to advise all bidders that SP-88 Stormwater Treatment System has been revised.
Please substitute the attached SP-88 with the one in your copy of the contract book.
Item 8: This notice is to advise all bidders that SP-93 Modified Concrete Bridge Railing Transition,
TPS-2 has been added. Please include the attached SP-93 in your copy of the contract book.
Item 9: This notice is to advise all plan holders that the Typical Section plan sheet has been revised.
Please substitute the attached sheet 10 with the plan sheet in your copy of the plan set.
Item 10: This notice is to advise all plan holders that the Plan and Profile plan sheets have been revised.
Please substitute the attached sheet#'s 55, 56; & 59 with the plan sheets in your copy of the plan set.
Item 11: This notice is to advise all plan holders that the Construction Detail plan sheets have been
revised. Please substitute the attached sheet#'s 71, 72, & 77 with the plan sheets in your copy of the
plan set.
Item 12: This notice is to advise all plan holders that the Erosion Control plan sheets have been revised.
Please substitute the attached sheet #'s 91, 92. 96; & 97 with the plan sheets in your copy of the plan set.
Item 13: This notice is to advise all plan holders that the Retaining Wall `A" Details plan sheets have
been revised. Please substitute the attached sheet 4100 with the plan sheet in your copy of the plan set.
Item 14: This notice is to advise all plan holders that the Miscellaneous Quantities fable plan sheet has
been revised. Please substitute the attached sheet 012'4 with the plan sheet in your copy of the plan set.
Item 15: This notice is to advise all plan holders that the Structure Data Table plan sheets have been
evised. Please substitute the attached sheet#'s 135-136 with the plan sheets in your copy of the plan
set.
Item 16: This notice is to advise all plan holders that the Cross Section plan sheets have been revised.
Please substitute the attached sheet #149 with the plan sheet in your copy of the plan set.
Item 17: In addition to the questions asked at the Pre-Bid meeting the following list of questions has
been received. Responses are provided.
Question 1: Is Lime Kiln Dust an acceptable material to be used in the Chemical Modification of Soils
Response: Materials shall be in accordance with INDOT Standard Specification section 913.04(b) Lime
shall he a hydrated lime when used in masonry or a hydrated lime, quicklime, or lime by-
product when used for soil modification. See the INDOT standard spec for further material
clarification
Question 2:Sheet 36 of 41 of the I36" Street bridge plans show the different architectural finishes for the
sidewalks, railings, etc., and has a legend. The legend has no explanations.for these areas.
Can you please provide?
Response: Please refer to SP-86 Architectural Finishes.
Question 3: Should the pm'item unit for item 248 be SFr not LS?
Response: The pay item unit has been updated
Question 4: Pay item No.118 is listed as CIA- Inlet. Can you provide details of this type structure?
Response: This structure shall be constructed in accordance with INDOT Std. Dwg. 6616-SWCO-06
If you would like to receive hard copies of the revised sheets please send an email request to
sbalog@structurepoint.com
structurepoint.com
Should you desire to submit a bid; please do so on the basis of the information set out above.
J. Samuel Balog, PE
American Structurepoint, Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT
DOCUMENTS BEFORE SUBMITTING YOUR 131D
PART 3
CONTRACT ITEMS AND UNIT PRICES
Ciry of Cannel
Project No,07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
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 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
8 GUARDRAIL.REMOVE LFT 2013
9 EXCAVATION,COMMON CYS 34023
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRADE TREATMENT.TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL.TYPE I CYS 6650
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL.TYPE 5 CYS 671
22 CHEMICAL MODIFIER,SOILS.MODIFYING WET FILL SOIL.LIME TON 5362
23 COMPACTED AGGREGATE,NO.53,BASE TON 10910
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118
25 MILLING,ASPHALT,112 IN. SYS 7144
27 PROFILOGRAPL HMA LS 1
28 HMA SURFACE,TYPE A TON 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE,TYPE A TON 406
31 HMA INTERMEDIATE.TYPE C TON 950
32 HMA INTERMEDIATE.OG,TYPE C TON 1089
33 HMA BASE.TYPE C TON 2619
34 HMA INTERMEDIATE.OG,TYPED TON 3964
35 PIMA FOR TEMPORARY PAVEMENT TON 6577
PART 3
CONTRACT ITEMS AND UNIT PRICES
Ciry of Carmel
Projocf Nn,07-08F Base Bid
Keystone Parkway and 136th Street lnlerchPnOe
ITEM UNIT
DESCRIPTION UNIT QUAN TITY TOTAL
NO PRICE
36 I1MA SURFACE.TYPED TON 2766
37 HMA INTERMEDIATE,TYPED TON 3161
38 HMA BASE.TYPE O TON 12469
39 NMA WEDGE AND LEVEL.TYPED TON 1073
40 ASPHALT FOR TACK COAT TON 27
41 PCCP,12 IN. SYS 5053
42 POOP TRUCK APRON.7 IN. SYS 780
43 PCCP,4IN, SYS 196
44 0-1 CONTRACTION JOINT LF1 3751
45 CONCRETE IMPRINTING OFT 10326
46 GUARDRAIL,WBEAM,6 FT.3 IN.SPACING LET 1106
47 GUAROFNILLRANSITION TYPE TGB EACH 1
46 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
49 IMPACT ATTENUATOR,R2,WI,TL-3 EACH 2
50 IMPACT ATTENUATOR.R2,W2,TL-3 EACH 2
51 GUARDRAIL END TREATMENT,OS EACH 3
52 HANDRAIL,PEDESTRIAN LET 133
53 ORNAMENTAL-RAILING LFT 2135
54 BARRIER DELINEATOR EACH 55
55 CURB RAMP,CONCRETE,C SYS 89
56 CURB RAMP.CONCRETE,F SYS 21
.57 CURB RAMP,CONCRETE,G SYS 15
56 CURB RAMP,CONCRETE.H SYS 53
59 CURB RAMP,CONCRETE,L SYS 21
60 CURB,INTEGRAL.R.CONCRETE LET 957
61 CURB.CONCRETE,MODIFIED LFT 434
92 CURB AND GUTTER,B,CONCRETE LET 1592
63 CURB AND GUTTER.CONCRETE.MODIFIED LFT 2692
64 CURB AND GUTTER,B,CONCRETE,MODIFIED LET 1547
55 CURE AND GUTTER,C,CONCRETE,MODIFIED LFT 1145
66 CURB TURNOUT EACH 3
67 CURS AND GLITTER.CONCRETE.ROLL LFT 476
56 MODIFIED CURB TURNOUT EACH 75
69 FAMED SIDE DITCH.A LFT 472
70 HMA FOR APPROACHES,TYPE A TON 332
71 PCCP FOR APPROACHES,GIN. 575 115
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
N0. PRICE
72 MAILBOX ASSEMBLY,SINGI.E EACH 3
73 MAILBOX ASSEMBLY.DOUBLE EACH 2
74 GEOTEXTILES SYS 310
75 RIPRAP,CLASS 2 TON 21
76 RIPRAP,REVETMENT TON 272
77 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
78 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039
79 EROSION CONTROL BLANKET SYS 1198
80 FERTILIZER TON 2
81 SEED MIXTURE,U LBS 808
82 MULCHING MATERIAL TON 11
83 WATER kGAL 37
84 TOP SOIL CYS 7042
85 SODDING,NURSERY SYS 8902
86 IRRIGATION CONDUIT LET 500
87 CORED HOLE IN CONCRETE EACH 1
88 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
89 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 2118
90 MODIFIED P5.2 BRIDGE RAIL-TYPE I LFT 503
91 MODIFIED PS-2 BRIDGE RAIL,TYPE II LET 323
92 MODIFIED 33 IN,BRIDGE RAIL LET 2189
93 SEAL COAT.GRAFFITI RESISTANT SET 59181
94 SURFACE SEAL SET 19077
95 CULVER I.PRECAST BOX.REINFORCED CONCRETE,6 FT,X 4 FT. LFT 115
96 CULVERT,PRECAST BOX.REINFORCED CONCRETE.5 FT.X 5 FT. LFT 253
97 TEMPORARY RETAINING WALL LS 1
98 PIPE.REINFORCED CONCRETE.CIRCULAR.36 IN. LFT 96
99 PIPE,'I YPE 4,CIRCULAR,6 IN. LET 9107
100 PIPE.TYPE 4,CIRCULAR,12IN. LET 20
101 PIPE.UNDERDRAIN OUTLET,6 IN LFT 775
102 PIPE,REINFORCED CONCRETE.CIRCULAR,12 IN. LFT 1756
103 PPE,REINFORCED CONCRETE.CIRCULAR,15 IN. LET 535
104 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN, LEI 380
105 PIPE.REINFORCED CONCRETE.CIRCULAR,24 IN. LFT 916
106 PIPE,TYPE 4,CIRCULAR.4 IN LFT 593
107 VIDEO INSPECTION FOR PIPE LFT 3688
PART 3
CONTRACT ITEMS AND UNIT PRICES
Oily of Cannel
Project No.OT-OBF Beau Bid
Reysione Parkway aria 136th Srrect Interchange
ITEM DESCRIPTION I UNIT QUANTITY UNIT TOTAL
_ NO. PRICE
103 OUTLET PROTECTOR,2 EACH 11
109 VIDEO INSPECTION FOR UNOERORNNS LFT 3000
110 AGGREGATE FOR LINDERDRAIN5 CY5 10th
i11 GEOTEXTILES FOR UNDERORAIN SYS 10934
112 A2000 6 IN,PVC,.PERFORATED LFT 2000
119 INLET TYPE HA EACH 6
114 CASTING.ADJUST TO GRADE EACH 3
115 INLET,A2 EACH 3
116 INLET,J10 EACH 2
117 INLET,M10 ' EACH 2
118 INLET,UA EACH S
119 CATCHBASIN,E7 EACH 3
120 CATCH BASIN.KIO EACH 6
121 MANHOLE,C4 EACH 9
122 MANHOLE.J EACH 2
123 STRUCTURE,INLET,RECONSTRUCT LET 2
124 MANHOLE,C2 EACH 7
125 MANHOLE,J4 EACH
126 ETORMWATE_RTREATMEJT SYSTEM,TYPE I EACH 1
127 MASONRY COATING I LS 12077
125 CONCRETE STAINING SET 40105
129 FACE PANELS,CONCRETE SET 45679
130 WALL.ERECTION NFI 46579
131 LEVELING PAD,CONCRETE LF-T 3342
132 COARSE AGGREGATE,NO.P TON 3330
133 NODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79
134 MODULAR BLOCK WALL ERECTION SYS 79
135 CONSTRUCTION SIGN,C EACH 2
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5
137 TEMPORARY PAVEMENT MARKING.REMOVABLE,41 N. LET 27459
13E TEMPORARY PAVEMENT MARKING,REMOVABLE,B IN. LIT 4565
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20
140 CONSTRUCTION SIGN,A EACH 35
141 CONSTRUCTION SIGN,13 EACH 6
142 FLASHING ARROW SIGN DAY 60
143 MAINTAINING TRAFFIC LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
Cliy or Carman
Project No.o7-08F base Bid
Keystone Parkway and 136th.Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
144 BARRICADE,Ill-A LET 1.12
145 BARRICADE,III-0 LET 225
146 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 2573
197 TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 385
149 TEMPORARY TRAFFIC BARRIER,TYPE 1,ANCHORED LFT 297
149 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 2772
150 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
151 SIGN POST,SQUARE,1.REINFORCED ANCHOR BASE LFT 526
152 SIGN,PANEL.WITH LEGEND SET 215
153 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
154 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND,0,080 IN.THICKNESS SET 205
155 SIGN,SHEET,ENCAPSULATED LENS'MITH LEGEND,0.100 IN.THICKNESS SET 109
155 STRUCTURAL STEEL.BREAKAWAY LBS 2019
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
155 DECORATIVE STREET SIGN ASSEIBLY,INSTALLED EACH 2
155 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
160 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,411C LFT 775
181 CONDUIT.PVC,2 IN. LFT 775
162 CONDUIT.STEEL.GALVANIZED,2 IN. LFT 537
163 'AIRE,NO.4 COPPER,IN PLASTIC DUCT.IN CONDUIT,4 CC LET 537
164 HANDHOLE.LIGHTING EACH U
165 LIGHT STANDARD FOUNDATION,3 FT.DIA.X E FT. EACI I 26
165 JUNCTION BOX EACH 2
157 '.ARE,N0.4.COPPER,IN PLASTIC DUCT,IN TRENCH,4 VC LET 7452
158 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 2
109 SERVICE POINT,II EACH 2
170 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT 10 PLASTIC CABLE EACH 3
171 CONNECTOR KIT,UNFUSED EACH 28
172 CONNECTOR KIT,FUSED EACH 28
171 MULTIPLE COMPRESSION FITTING,NON.■ATERPROOFED EACH DO
174 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
175 INSULATION LINK,NONLVATERPRCOFED EACH 50
176 INSULATION LINK,WATERPROOFED EACH 32
177 CABLE DUCT MARKER EACH 1;1
178 POLE CIRCUIT CABLE,1 C NO.10 STRANDED'COPPER LET 1820
179 CADLEINTERDUCT LET 1370
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO, PRICE
180 HANDHOLE EACH 5
151 LUMINAIRE.ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17
182 LUMINAIRE,ROADWAY,METAL HALIDE.250 WAIT,MONGOOSE EACH 11
183 LUMINAIRE.UNDERPASS,WALL MOUNTED.METAL HALIDE,150 WATT EACH 2
184 LIGHT FOUNDATION.BRIDGE MOUNT,WITH GROUNDING EACH 4
185 LIGHT POLE.30 FT.E.M.H.DUAL 1.5 FT,MAST ARM,BREAKAWAY BASE EACH 11
188 LIGHT POLE,30 FT.E.M.H..8 FT.MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE MAST ARM AND BASE
187 LIGHT POLE,15 NT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4
DECORATIVE POLE.MAST ARM,AND BASE
108 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
189 LINE,EPDXY.BROKEN,WHITE,4 IN, LFT 132
190 TRANSVERSE MARKINGS.THERMOPLASTIC,CROSSWALK.WHITE,24 IN. LET 440
191 LINE,EPDXY,SOLID,WHITE.4 IN. LFT 2509
192 LINE,EPDXY,SOLID,YELLOW,4 IN. LET 2784
193 LINE,EPDXY,SOUD.WHITE,BIN. LFT 241
194 TRANSVERSE MARKING,REMOVE LET 77
195 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2283
196 LINE.THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 7478
197 LINE,THERMOPLASTIC.SOLID.WHITE,B IN. LFT 2510
198 LINE,THERMOPLASTIC,SOLID.WHITE,24 IN. LFT 217
199 LINE,PAINT,BROKEN,WHITE.4 IN. LET 1520
200 LINE,PAINT.SOLID,MITE.41N. LFT 8754
201 LINE,PAINT,SOLID.YELLOW,4 IN. LET 5600
202 LINE,REMOVE LFT 4857
203 LINE.EPDXY,SOLID,WHITE.24 IN, LET 28
204 LINE,THERMOPLASTIC,SOLID.W}IIT'E,6 IN. LET 357
205 LINE.THERMOPLASTIC.SOLID,YELLOW.4 IN. LET 9441
206 TRANSVERSE MARKINGS.THERMOPLASTIC.SOLID,YELLOW.CROSSHATCH LET 30
LINE 12IN
207 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN, LET BO
208 TRANSVERSE MARKINGS,THERMOPLASTIC,'SHARKS 1 EETH" LET 81
209 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION ARROW EACH 8
210 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) EACH 2
211 PAVEMENT MESSAGE MARKINGS,TIIERMOPLAST IC.F151111O0K LANE EACH 2
INDICATION ARROW
212 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
213 LINE,THERMOPLASTIC.SOLID.YELLOW,8IN. LET 236
214 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN„3 FT.STRIPE-3 FT.GAP LET 105
215 RETAINING WALL MOCK UP LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-OAF Base Bid
Keystone Parkway and 1361h Street Interchange
ITEM UNIT OUANTITY UNIT TOTAL
NO.
DESCRIPTION
PRICE
216 BRIDGE RAIL MOCK UP I.5 1
217 ELAT-WORK MOCK UP LS 1
21S FORMLINER.WALL PANELS Sr 45679
219 FORMLINER,MODIFIED P5-2 RAILING FOR ROADWAYS,FRONT FACE LET 825
220 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LET 2169
136TH ST.BRIDGE ITEMS
221 CONSTRUCTION ENGINEERING LS 1
222 MOBILIZATION AND OEIdOBILIZATION LS 1
223 EXCAVATION.DRY GYS 163
224 B BORROW CYS 55
225 AGGREGATE FOR END RENT BACKFILL CYS 176
226 DENSE GRADED SUBBASE CYS 32
227 CONCRETE IMPRINTING SET 8925
226 ORNAMENTAL RAILING LFT 225
229 CURD,INTEGRAL,CONCRETE LET 168
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 586
231 GEOTEXTILES SYS 390
232 DYNAMIC PILE LOADTES1 EACH 2
233 TEST PILE,RESTRIKE EACH 2
234 TEST PII.E EACH 2
235 PILE TIP,STEEL H EACH 62
235 PILE,STEEL bl.HP 12 X 52 LFT 2350
237 PILE.STEEL H,HP 12 X 74 LFT 2661)
235 CONCRETE.A,SUBSTRUCTURE CYS 240
239 CONCRETE,B,FOOTINGS CYS 90
240 REINFORCING BARS LEIS 74160
241 REINFORCING BARS.EPDXY COATED LOS 228775
242 CONCRETE,C,SUPERSTRUCTURE CYS 961
243 CONCRETE,C,RAILING CYS 49
244 STRUCTURAL MEMBERS,CONCRETE I-BEAM.III.30 IN-X 12 IN. LET 15(15
245 SURFACE SEAL LE 1
246 ANCHOR ELATE,AP 1 EACH 56
247 PIPE.END BENT DRAIN.6 IN. LET 504
248 MASONRY COATING SET 6490
249 CONDUIT,PVC,2 IN. LFT 1 237
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carrnel
Project No.07-08E Ha se Bid
Keystone Parkway and 136111 SIroeI InlnrcRl nge
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO PRICE
250 CONCRETE STAINING SET 263
251 STREET NAME SIGN.BRIDGE MOUNTED,DECORATIVE EACH 1
252 FORMLINE.SPECIALTY.011",SEAL EACH 2
253 FORMILINER,BRIDGE RAIL.REAR FACE OFT 229
254 FORMILINER,BRIDGE RAIL,FRONT FACE LET 229
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS
256 MOBILIZATION AND DEMOBILIZATION LS 1
256 DEBRIS REMOVE LS 1
260 GUTTER TURNOUT.REINFORCED CONCRETE.REMOVE EACH 1
201 PRESENT STRUCTURE,REMOVE PORTIONS EACH I
252 EXCAVATION.WATERWAY CYS 1240
263 EXCAVATION,V4ET GTE 117
284 EXCAVATION,DRY GTE 7B
265 AGGREGATE FOR END RENT BACKFtLL CYS 100
286 DENSE GRADED SUBBASE GTE 115
267 CONCRETE IMPRINTING SET 2006
268 GUARDRAIL TRANSITION TYPE TEE EACH 4
250 BARRIER DELINEATOR EACH 10
270 CURB,INTEGRAL,CONCRETE LET 105
271 REINFORCED CONCRETE FRIDGE APPROACH S5 699
272 RIPRAF,REVETMENT ION 1008
273 GEOTEXTILES SVS 1497
274 SLOPEWALL,CONCRETEE,4 IN. 575 325
275 PILE,CONCRETE.STEEL SHELL ENCASED.0.184 IN.,12 IN. LET 25
276 DYNAMIC PILE LOAD TEST EACH 2
277 TEST PILE,RESTRIKE EACH 2
278 TEST PILE EACH 2
279 PILE,STEEL 11,HP 12 N 53 LET 2504
280 PILE TIP,STEELH EACH 48
261 CONCRETE,A.SUBSTRUCTURE CYS 305
282 CONCRETE,B,FOOTINGS CYS 13
283 FIELD DRILLED HOLE IN CONCRETE EACH 06
284 REINFORCING BARS LOS 28573
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07.08F Base Bid
Keystone Parkway and f361h Street Interchange
ITEM UNIT
DESCRIPTION UNIT QUANTITY TOTAL
NO. PRICE
285 REINFORCING BARS.EPDXY COATED LBS 217786
2B6 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
287 CONCRETE,C,SUPERSTRUCTURE CYS 816
28B CONCRETE,C.RAILING CYS 29
289 CONCRETE BRIDGE RAILING TRANSITION.MC EACH 4
290 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN.X 12 IN, LET 2352
291 SURFACE SEAL LS 1
292 ANCHOR PLATE,AP 1 EACH 64
293 PIPE.END BENT DRAIN,GIN. LFT 340
294 PIPE,PVC.6IN. LFT 125
295 CONDUIT.PVC,2 IN, SET 375
296 GRATES,BASINS.AND FITTINGS,CAST IRON LBS 576
297 BORROW CYS 19349
298 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1
TOTAL:
SUBMITTED BY:
•
SIGNATURE
TITLE:
ADDRESS:
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project Na.07-08F Allornale Rid C1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
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
fi TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14212
8 GUARDRAIL.REMOVE LFT 2013
9 EXCAVATION,COMMON CYS 33184
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM.REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRADE TREATMENT,TYPE I SYS 39335
17 Et BORROW CY5 8502
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE 5 CYS e71
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5362
23 COMPACTED AGGREGATE,Na 53,BASE TON 7298
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NC 53,TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING,ASPHALT,1 112 IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE,TYPE A TON 132
29 FIIMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE,TYPE A TON 400
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE,CG,TYPE C TON 1099
33 HMA BASE,TYPE C TON 2019
34 HMA INTERMEDIATE,00,TYPED TON 3954
PART 3A
CONTRACT ITEMS AND UNIT PRICES
Oily of Carmel
Project No.07-08r Alternate Bid al'
Keystone Parkway end 176th Street interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO, DESCRIPTION PRICE
35 HMA SURFACE,TYPE D TON 2796
36 HMA INTERMEDIATE,TYPED TON 3161
37 HMA EASE,TYPED TON 12400
38 HMA WEDGE AND LEVEL,TYPE D TON 1073
39 ASPHALT FOR TACK COAT TON 27
40 PCCP, 12 IN. SYS 6053
41 PCCP TRUCK APRON,7IN. SYS 753
42 POOP,4 IN, SYS 195
43 D-1 CONTRACTION JOINT LFT 3751
44 CONCRETE IMPRINTING SFT 10326
45 GUARDRAIL.W BEAM,6 FT. 3 IN SPACING LFT 1106
46 GUARDRAIL TRANSITION TYPE TGB EACH 1
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
45 IMPACT ATTENUATOR,R2,WI.TL.3 EACH 2
49 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2
50 GUARDRAIL ENO TREATMENT,OS EACH 3
51 HANDRAIL,PEDESTRIAN LET 133
52 ORNAMENTAL RAILING LET 2135
53 HARRIER DELINEATOR EACH 55
54 CURB RAMP,CONCRETE,C SYS 69
55 CURE RAMP,CONCRETE,F SYS 21
56 CURB RAMP,CONCRETE,G SYS 15
57 CURB RAMP,CONCRETE,H SYS 53
58 CURD RAMP,CONCRETE,L SYS 21
59 CURD,INTEGRAL,B,CONCRETE LFT 957
60 CURB,CONCRETE,MODIFIED LFT 434
61 CURB AND GUTTER,B,CONCRETE LFT 1562
62 CURB AND GUTTER,CONCRETE,MODIFIED EFT 2692
03 CURB AND GUTTER,E,CONCRETE,MODIFIED LFT 1947
54 CURB AND GUTTER,C,CONCRETE,MODIFIED LET 1145
65 CURB TURNOUT EACH 3
66 CURB AND GUTTER,CONCRETE.ROLL LFT 476
67 MODIFIED CURB TURNOUT EACH 76
66 PAVED SIDE DITCH,A LET 472
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
69 HMA FOR APPROACHES,TYPE A TON 332
70 PCCP FOR APPROACHES,6 IN SYS 115
71 MAILBOX ASSEMBLY.SINGLE EACH 3
72 MAILBOX ASSEMBLY,DOUBLE EACH 2
73 GEOTEXTILES SYS 310
74 RIPRAP,CLASS 2 TON 21
75 RIPRAP,REVETMENT TON 272
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
77 MULCHED SEEDING,T.CONVENTIONAL MIX SYS 13039
78 EROSION CONTROL BLANKET SYS 1198
79 FERTILIZER TON 2
80 SEED MIXTURE,U LBS 808
81 MULCHING MATERIAL TON 11
82 WATER kGAL 37
83 TOP SOIL CYS 7042
64 SODDING,NURSERY SYS 8902
85 IRRIGATION CONDUIT LFT 500
86 CORED HOLE IN CONCRETE EACH 1
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
88 REINFORCED CONCRETE MOMENT SLAB.12 IN. SYS 2118
89 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503
90 MODIFIED PS.2 BRIDGE RAIL,TYPE II LFT 323
91 MODIFIED 33 IN.BRIDGE RAIL LFT 2169
92 SEAL COAT.GRAFFITI RESISTANT SET 59181
93 SURFACE SEAL SET 19077
94 CULVERT,PRECAST BOX,REINFORCED CONCRETE.6 FT.X 4 FT. LFT 115
95 CULVERT,PRECAST BOX.REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253
96 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 96
97 PIPE,TYPE 4,CIRCULAR,6 I. LET 9107
98 PIPE,TYPE 4,CIRCULAR, 12 IN. LFT 20
99 PIPE.UNDERDRAIN OUTLET,6IN. LFT 775
100 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN, LFT 1756
101 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN, LFT 535
102 PIPE,REINFORCED CONCRETE,CIRCULAR.18 IN. LFT 380
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07-08F Alternate Bid#1
Keystone Pathway and 13fith Street Interchange
UEM UNIT
DESCRIPTION UNIT QUANTITY TOTAL
NO, PRICE
103 PIPE,REINFORCED CONCRETE.CIRCULAR.24 IN, LFT 916
104 PIPE,TYPE 4,CIRCULAR,4 IN. LFT 593
105 VIDEO INSPECTION FOR PIPE LFT 3688
106 OUTLET PROTECTOR,2 EACH 11
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
198 AGGREGATE FOR UNOERDRAINS CYS 1018
199 GEC/TEXTILES FOR UNDERDRAIN SYS 1083A
119 A2000 61N.PVC,PERFORATED LET 2000
111 INLET TYPE HA EACH 6
112 CASTING,ADJUST TO GRADE EACH 3
113 INLET,J10 EACH 2
114 INLET,M10 EACH 2
115 INLET.UA EACH 1
115 CATCH BASIN.ET EACH 3
117 CATCH BASIN.K10 EACH 6
118 MANHOLE,C4 EACH
119 MANHOLE.J EACH 2
120 STRUCTURE,INLET.RECONSTRUCT LFT 2
121 MANHOLE,02 EACH 7
122 MANHOLE,J4 EACH 2
123 STORMWATER TREATMENT SYSTEM.TYPE I EACH 1
124 MASONRY COATING LS 14077
125 CONCRETE STAINING SFT 40105
176 FACE PANELS,CONCRETE SET 46670
127 WALL ERECTION SET 45679
128 LEVELING PAD,CONCRETE LFT 3342
129 COARSE AGGREGATE,NO.8 TON 3230
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT EYE 79
131 MODULAR BLOCK WALL ERECTION EYE 79
132 CONSTRUCTION SIGN.C EACH 16
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2
134 TEMPORARY PANEL SIGNS SYS 124
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256
136 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN. LFT I 1500
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid el
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6
138 CONSTRUCTION SIGN,A EACH 1
139 FLASHING ARROW SIGN DAY 120
140 MAINTAINING TRAFFIC LS 1
141 BARRICADE,III-A LFT 48
142 BARRICADE,III-B LFT 108
143 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
144 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 526
145 SIGN,PANEL,WITH LEGEND SET 215
146 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
147 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 IN,THICKNESS SFT 205
148 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SET 109
149 STRUCTURAL STEEL,BREAKAWAY LBS 2019
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
151 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
153 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 775
154 CONDUIT,PVC,2 IN. LFT 775
155 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 537
156 WIRE.NO.4 COPPER.IN PLASTIC DUCT,IN CONDUIT,4 1/C LFT 537
157 HANDHOLE,LIGHTING EACH 8
158 LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT. EACH 28
159 JUNCTION BOX EACH 2
160 WIRE.NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH.4 1/C LFT 7452
161 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2
162 SERVICE POINT,II EACH 2
163 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
164 CONNECTOR KIT,UNFUSED EACH 28
165 CONNECTOR KIT,FUSED EACH 28
166 MULTIPLE COMPRESSION FITTING,NON.WATERPROOFED EACH 60
167 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
168 INSULATION LINK,NONWATERPROOFED EACH 56
169 INSULATION LINK,WATERPROOFED EACH 32
170 CABLE DUCT MARKER EACH 13
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange UNIT
ITEM PRICE
NO. DESCRIPTION UNIT QUANTITY TOTAL
171 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LET 1020
172 CABLE INTERDUCT LFT 1370
173 HANDHOLE EACH 5
174 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17
175 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11
176 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 2
177 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4
178 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11
179 LIGHT POLE.30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE.MAST ARM AND BASE
180 LIGHT POLE,15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4
DECORATIVE POLE.MAST ARM,AND BASE
181 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
182 LINE,EPDXY,BROKEN,WHITE,4 IN. LFT 132
183 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 440
184 LINE,EPDXY,SOLID,WHITE,4 IN. LET 2509
185 LINE,EPDXY,SOLID,YELLOW,4 IN. LET 2784
186 LINE.EPDXY,SOLID,WHITE,8 IN. LFT 241
187 TRANSVERSE MARKING,REMOVE LFT 77
188 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2283
189 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 7478
190 LINE,THERMOPLASTIC,SOLID,WHITE,8IN. LFT 2510
191 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LFT 217
192 LINE,REMOVE LFT 800
193 LINE,EPDXY,SOLID,WHITE.24 IN. LFT 28
194 LINE,THERMOPLASTIC,SOLID.WHITE,6 IN. LFT 357
195 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 9441
196 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH LFT 30
LINE,12 IN.
197 TRANSVERSE MARKINGS.THERMOPLASTIC,STOP LINE,24 IN. LFT 80
198 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH" LFT 81
799 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6
ARROW
200 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.WORD(ONLY) EACH 2
201 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2
INDICATION ARROW
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
203 LINE,THERMOPLASTIC,SOLID,YELLOW,8 IN. LFT 236
204 LINE,THERMOPLASTIC,BROKEN,WHITE, 12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-O8FRflernale 818#1
Keystone Parkway and 13firh Sfroel Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
ND. PRICE
205 RETAINING WALL MOCK UP LS 1
206 BRIDGE RAIL MOCK UP LS 1
207 FLAT-WORK MOCK UP LS 1
208 FORMLINER,WALL PANELS SET 46679
209 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS.FRONT FACE LFT @28
210 FORMLINER.33 IN,BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2169
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid n1
Keystone Parkway and 136th Streot Interchange
ITEM UNIT QUANTITY UNIT TOTAL
N0. DESCRIPTION PRICE
136TH ST.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1
212 MOBILIZATION AND DEMOBILIZATION LS 1
213 EXCAVATION,DRY CYS 163
214 B BORROW CYS 55
215 AGGREGATE FOR END BENT BACKFILL CYS 178
216 DENSE GRADED SUBBASE CYS 32
217 CONCRETE IMPRINTING SFT 8925
218 ORNAMENTAL RAILING LFT 225
219 CURB,INTEGRAL,CONCRETE LFT 168
220 REINFORCED CONCRETE BRIDGE APPROACH SYS 188
221 GEOTEXTI LES SYS 390
222 DYNAMIC PILE LOAD TEST EACH 2
223 TEST PILE,RESTRIKE EACH 2
224 TEST PILE EACH 2
225 PILE TIP,STEEL H EACH 62
226 PILE,STEEL H,HP 12 X 53 LFT 2380
227 PILE,STEEL H,HP 12 X 74 LFT 2660
228 CONCRETE,A,SUBSTRUCTURE CYS 240
229 CONCRETE,B,FOOTINGS CYS 90
230 REINFORCING BARS LBS 74169
231 REINFORCING BARS,EPDXY COATED LBS 228775
232 CONCRETE,C,SUPERSTRUCTURE CYS 961
233 CONCRETE,C,RAILING CYS 43
234 STRUCTURAL MEMBERS,CONCRETE I-BEAM,III,36 IN,X 12 IN. I-FT 1505
235 SURFACE SEAL LS 1
236 ANCHOR PLATE,AP 1 EACH 56
237 PIPE,END BENT DRAIN.G IN. LFT 504
238 MASONRY COATING SET 6490
239 CONDUIT.PVC,2 IN. LFT 237
240 CONCRETE STAINING SFT 263
241 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2
242 FORMLINE.SPECIALTY,CITY SEAL EACH 2
243 FORMILINER,BRIDGE RAIL.REAR FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No 07-OOF Alternate Bfd#1
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNiT TOTAL
NO.
DESCRIPTION
PRICE
244 FORMILINER,ERIDGE RAIL,FRONT FACE LFT 225
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Came/
Project No.07.08F ANernate Bid 81
Keystone Parkway and 1.36 W Street Interchange
ITEM UNIT
DESCRIPTION UNIT OUANTITY TOTAL
NO. PF0CE
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS 1
246 MOBILIZATION AND DEMOBILIZATION LS 1
248 DEBRIS REMOVE LS 1
250 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1
251 PRESENT STRUCTURE,REMOVE PORTIONS EACH 1
252 EXCAVATION,WATERWAY CYS 1240
253 EXCAVATION,WET CYS 117
254 EXCAVATION,DRY CYS 78
25.5 AGGREGATE FOR END BENT BACK FILL CYS 108
256 DENSE GRADED SUBBASE CYS 118
257 CONCRETE IMPRINTING SET 2086
258 GUARDRAIL TRANSITION TYPE TGB EACH 4
259 BARRIER DELINEATOR EACH 10
260 CURB,INTEGRAL,CONCRETE LFT 105
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
262 RIPRAP,REVETMENT TON 1009
263 GEOTEXTILES SYS 1497
264 SLOPEWALL,CONCRETE,4 IN. SYS 329
255 PILE,CONCRETE,STEEL SHELL ENCASED,0.104 IN.,12 IN. LFT 25
266 DYNAMIC PILE LOAD TEST EACH 2
267 TEST PILE,RESTRIKE EACH 2
268 TEST PILE EACH 2
269 PILE,STEEL H.HP 12 K 53 LET 2504
270 PILE TIP,STEEL H EACH 40
271 CONCRETE,A,SUBSTRUCTURE CYS 305
272 CONCRETE,B,FOOTINGS CYS 13
273 FIELD DRILLED HOLE IN CONCRETE EACH 96
274 REINFORCING BARS LBS 28573
275 REINFORCING BARS,EPDXY COATED LBS 217786
276 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
277 CONCRETE,C,SUPERSTRUCTURE CYS BIS
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-OBF Alternate Bid#1
Keystone Parkway and 13611.Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO DESCRIPTION PRICE
278 CONCRETE.C,RAILING CYS 29
279 CONCRETE BRIDGE RAILING TRANSITION,IBC EACH 4
280 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN.X 12 IN. LFT 2352
261 SURFACE SEAL LS 1
282 ANCHOR PLATE,AP 1 EACH 64
283 PIPE.END BENT DRAIN,6 IN. LET 340
284 PIPE,PVC,6 IN. LFT 125
285 CONDUIT,PVC.2 IN. SET 375
286 GRATES.BASINS.AND ATTICS,CAST IRON LBS 576
287 BORROW CYS 19349
288 STORMWATER TREATMENT SYSTEM.TYPE III EACH 1
TOTAL:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
Keystone Avenue — 116th and 1.366 Streets
Cannel Projects #07-08C-1 and 07-118F
Prebid Meeting Minutes— October 7, 2008
Attendees: See Attached Sheet
Craig Parks opened the meeting at am,roximatc h1 10:35 AM with nth rodtrcttons and
then covered the following items:
• Project Descriptions
• 116th Street Advance Maintenance of Traffic (Project#07-08C-I)
• 136th Street(Project#107-08?)
• Bid Date,Time, & Location —October 15`h, 2008 at 10:00 AM in the City of
Carmel Council Chambers.
• Alternative Bids—Project 07-08F
Alternate lira 1 - Proposed to deterrrrine cost savings associated with closing
Keystone for a limited number of days.
Alternate 2a& 25—Proposed to determine cost savings associated with the
use of Tensor geogrid reinforced pavement section,
The hid will be awarded to the lowest bidder on either the Base Bid or the
Alternate Bid 1 m the discrelion of the Crty.
• Project Phasing— Project 07-081, Base Bid
o Phase 1 & Phase I I —Widening and crossover construction with partial
bridge removal and construction over Cool Creek
o Phase III —Close 136th St.. construct west half of interchange and part of
bridge over Cool Creek
o Phase IV— 136E St. remains closed, construct east half of interchange and
remaining section of bridge over Cool Creek
o Phase V — Construct west halfofteardrop and finish 136'1' bridge
• Project Phasing—Project 07-08F, Alternate Bid 1
o Phase I —Close Keystone & 36`h St.. construct interchange and bridge
over Cool Creek
o Phase l I — 136th St.remains closed, construct both teardrops and Finish
136th bridge
• Intermediate Completion - Open to tragic in a/i directions. Dgvtnne lane
restriction v milt be allowed in accordance with special provisions included rn the
contract book,
• Status of Right of Wad — 136th Street (Project 07-08F)
o All right of way has been secured via right ofentries with the following
exceptions:
• Parcels 85 & 86 —Carmel Clay Schools
Keystone Avenue — 116th and 1361 Streets
Carmel Projects#07-0SC-1 and 07-U8E
Prebid Meeting Min ales—October 7, 2008
• Parcel 95 & 101 —Hull /Ilrennan
• Parcel 102—Dwyer Falls within an existing utility & drainage
easement
• Status of Right of Way — 116th Street (Project 07-U8C-1)
o All right or way has been secured via right of entries with the Following
exceplibns:
• Parcel 35 CG&,T Company
• Status of Utility Relocations—116n' Street(Project 07-08C-1)
Duke Energy
Possible conflict on west Collector near Merchant square sign.
Vectren
May have minor conflict on SW side of project. Estimated clear date is
December 31, 2008
City of Cannel Water
No known conflicts
AT&T Indiana
No known conflicts
Brighthouse
No known conflicts
• Status of Utility Relocations —136th Street(Project 07-08F)
Duke Energy
Estimated to be clear by February 13.2009
Vectren
Estimated to be clear by December 31, 2008.
City of Carmel Water
Relocation is contingent on Parcel 95. Based on estimated R/W clear date,
relocation is estimated to be complete by December 20, 2008.
AT&T Indiana
No known conflicts.
Biighthruse
Estimated to he clear by December 1,2008
An updated statics rf Existing Conditions will be sent out later this week as a part of
addendum.
• Stains of Permits— 116° Street (Project 07-08C-1)
o Rule 5—Anticipated by November 31d
o 401 —Estimated November 14th
o 404 — Approved pending 401
• Status of Permits—136° Street (Project 07-08E)
o Rule 3 —Anticipated by November 31d
o 401 — Received
o 404— Received
o DNR Construction in a P'loodway - Received
Keystone Avenue — 1.1611' and 136th Streets
Carmel Projects#07-08C-1 and 07-08F
Prehid Meeting Minutes-October 7, 2008
• Architectural Features
o Description of Features
o Mock Up
• Erosion Control Comments- City of Carmel
• Addendum No. 1 -Distributed on Friday, October 3rd.
o New cover sheet that must accompany each bid
o Addendum for Tensar Geogrid Alternative
o Included revisions to some plan sheets
o Included revisions to some pay items
o Included revisions to some quantities
• Addendum No. 2 -he-bid tnet:tine.minutes will be distributed along with
Addendum 2.
• Contractor Questions
Question 1: Can an Excel spreadsheet with the pay items be distributed along with
the upcoming Addendum?
Response: Yes, an Excel spreadsheet of all the pay items will accompany the
next addendum.
Question 2: Are existing bridge plans available for the Keystone bridge over Cool
Creek?
Response: Yes, a copy of the existing bridge plans is available for review in the
City ofCarmel Engineering Department. Scans of these plans were also included on
the CD that has been provided to all who purchased plans.
Question 3: What is the last day For contractor questions?
Response: Questions will be accepted until the start of business on Monday,
October I3`h.
Question 4: Plans for the stormwater treatment systems are included in the project
documents; will shop drawings for these structures sti l l he required?
Response: Yes, even if the proposed details remain unchanged from those
included in the project documents, shop drawings should be submitted for approval.
Keystone Avenue — 1.16`" and 136th Streets
Carmel Projects#07-08C-1 and 07-08F
Prebid Meeting Minutes—October 7, 2008
Question 5: A sump is shown in the stormwater treatment system detail for the 1 1601
Street project, but not shown in project cross sections. Is the sump required?
Response: Yes, the sump is required as shown in the structure de tails.
Question 6: Plans to not detail the timing or maintenance of traffic for the
construction of the large culvert crossing on Keystone. Flow is this to be
accomplished?
Response: Such details were not included because construction ofthis culvert is
to be scheduled at the contractor's discretion. As indicated in project specifications,
two lanes of traffic must be maintained during peak hours, but an additional lane may
he taken during off-peak hours. A minimum of one lane must be maintained in each
direction at all times during construction.
Question 7: Will the contractor be allowed to use crossovers when constructing the
culvert?
Response: Yes, crossovers can be constructed (or existing intersection pavement
used) to cross traffic over during off peak hours. All costs associated with temporary
crossing of traffic will not be paid for directly but should be included in the cost of
other items.
Question 8: Is the intent of the project plans to have the contractor constructing the
deep storm sewer along the centerline of Keystone while maintaining traffic?
Response: Yes
NOTICE TO BIDDERS
City of Carmel, Indiana
Department Board of Public Works and Safety
One Civic Square
City, of Carmel, Indiana 46032
Project: Keystone Parkway and 136"' Street Interchange
City of Carmel Project#07-08F
Notice is hereby given that the Board of Public Works and Safety for the City of Carmel,
Hamilton County, Indiana will receive scaled bids for the above described "Project" at
the office of the Clerk Treasurer, One Civic Square, Carmel, Indiana (City Hall) 10:00
AM Local Time on or before October 15th, 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 136th Street hlterehange , City of Carmel Project #07-
08F".
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 October 71h at I0:30 AM in the Caucus Room on the
2" 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
ParJnogy and 136th Street,reconstruction at Kersioue Parfcs'ar segments running north and
south of the interchange, and reconstruction of portions of 136"' Street filmed). east and west of
the interchange. Project includes new construction of a two-spar bridge over Keystone and
bridge reconstruction fin the existing Keystone bridges ouer Cool Creek.
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 - Irr Floor
One Civic Square
N B-i rNnO c*6t,c4.FaDoc
SP-07 EXISTING CONDITIONS OF UTILITIES, ADDITIONAL RAY,
ENCROACHMENTS
The Standard Specifications are revised as follows:
SECTION 107, AFTER LINE 733, INSERT AS OLLOWS:
107.26 Existing Conditions of Utilities, Additional Right-4:11(1y, and
Encroachments
Such existing condutons are as described below.
{a) Utilities
The status of all utility companies and organizations potentially involved with the
work to be performed are described below as know at the time this contract was
prepared.
The facilities of AT&T are not believed 10 exist within the project limits. If
questions arise, Greg Cammack of the utility may be contacted ar 317-252-5134.
The facilities of City of Carmel Water Utilities exist within the project. limits, It is
anticipated that they will adjust their facilities for construction on or before January 30,
2009. This date is dependant on the acquisition of a right-of:enty at parcel 95. If
questions arise, Steve Cook of the utility may he contacted at 317-733-2855.
The,facilities of Vectren exist within the project limits. It is anticipated that they
will adjust their facilities for construction on or before December 31, 2008. If questions
arise, Don Perrltte of the utility may he contacted at 317-776-5534.
The facilities of Duke Energy exist within the project limits. It is anticipated that
they will adjust their facilities for construction on or before February 13, 20084 If
questions arise, Cindy Rowland of the utility may be contacted at 317-776-5341.
The facilities of BrightHouse exist within the project limits. It is anticipated that
they will adjust their facilities for constritciton on or before December 1, 201)8. If
questions arise, Joe Evans of the utility may be contacted cu 317-339-9075,
The facilities of Carmel Wastewater Utilities exist within the project limits, It is
anticipated that they will adjust their facilities for construction on or before December
31, 2008. If questions arise, John Duffy of the utility may be contacted at 317-571-9203.
(b) Right-of-Way
All additional right-qt.-way requirements for the contract have been cleared
except for the conditions at the parcels described below.
2. Right-ofEntrp
The right-of-enty to the following properties i.s anticipated as set out below, The
properties listed below shall not be entered until authorized in writing.
EXISTING CONDITIONS OF UTILITIES,ADDITIONAL R/W, ENCROACHMENTS TS-07
!N20030661
Estimated Date
Parcel No. Owner Location Right-of-Entry
S5 Carmel High.S'chool Bldg Corp November 30, 2008
86 Cannel Clay Schools November 30. 2008
95 Margaret L. Hull& December 17, 2008
Mark E. Brennan
101 Margaret L. Ph11 December 17, 2008
102 William Al. Dtvvcr&
Laurie R. Dwyer Living Trust December I, 2008
(c) Encroachments
Contractor shall not remove any signs, lights or fences other permanent
structures located within the new right of way until directed by the City.
(d) Other Noteworthy Conditions
There are no other noteworthy conditions which may affect the prosecution and
progress of the contract.
(d) Other Noteworthy Conditions
The following condition exists which may affect the prosecution and progress of
the contract.
(e) Preconstruction Conference Notification
The Contractor shall provide notification during the preconstruction conference
about known corrections to or omissions of the information presented in 107?6(a)
through /07?6(1) above. Otherwise, notification shall he provided as required in 105.06.
Notifications regarding such corrections or omissions shall not alleviate the Contractor's
inquiry or interpretation obligcuions as contained in 1201.4C 3-6-6.
EXISTING CONDITIONS OF UTILITIES,ADDITIONAL RJW, ENCROACHMENTS TS-07
IN20030661
SP-23 —CHEMICAL MODIFICATION OF SOILS
section 215, delete lines I thru 140 and insert as follows:
SECTION 215— CHEMICAL MODIFICATION OF SOILS
215.01 Description
This work shall consist of the modification of soils by uniformly mixing dry portland cement, fly
ash, lime, or a combination of the materials with soil to aid in achieving the workability of soils having
an excessive moisture content.
MATERIALS
215.02 Materials
Materials shall be in accordance with the following:
Fly Ash 901.02
Lime 913.04(b)
Portland Cement, Type 1 901.01(b)
Water 913.01
CONSTRUCTION REQUIREMENTS
215.03 Testing and Mix Design
The Contractor shall he responsible for all tests required to determine the chemical modifier type
and optimum chemical modifier content for modification of the soils. The modifier selection, laboratory
testing, and mix design shall be performed by an approved gcotechnical consultant in accordance with
the Department's Design Procedures for Soil Modification or Stabilization.
The quantities for hydrated lime, quicklime, or portland cement shall be based on 4.0 ± 0.5% by
dry unit weight (mass) of the soils. The quantities for lime by-products shall be based on 5.0 f 1.0% by
dry unit weight (mass) of the soils. The quantities For Fly ash class C shall be based on 12.0 ± 2.0% by
dry unit weight (mass) of the soils. Class F Fly ash shall not be used except in combination with lime or
cement.
If hydrated lime, quick lime, or cement are used, test results, recommendations, and a type A
certification for the chemical modifiers, except for cement, shall be submitted to the Engineer prior to
use. If fly ash, lime, lime by-products, or any combination of chemical modifiers are used, test results,
recommendations, and type A certifications for the chemical modifiers shall he submitted to the
Engineer and to the Materials and Tests Division for approval at least five business days prior to use.
Cement, if used, shall be from the Department's list of approved Cement Sources.
CHEMICAL MODIFICATION OF SOILS TS-23
IN20030661
The quantity of chemical modifier may he adjusted for different soil types. However. the source
or type of chemical modifier shall not be changed during the progress of the work without approval. A
change in source or type shall require a new mix design.
215.04 Storage and Handling
The chemical modifier shall be stored and handled in accordance with the manufacturers
recommendations.
215.05 Weather Limitations
The chemical soil modification shall be performed when the soil has a minimum temperature of
45°F (7°C), measured 4 in. (100 mm) below the surface, and with the air temperature rising. The
chemical modifier shall not be mixed with frozen soils or with soil containing frost. Chemical
modification of soils for the purpose of modifying the moisture characteristics of wet fill soils for the
earth embankments (excluding subgrade treatment and the top 16 in. of chemically modified fill) can be
performed when the soil has a minimum temperature of 35°F. The temperature of the soil during
placement, spreading of chemical modifier and compaction should not be less than 35°F. Any soil that
has a temperature less than 35°F should be removed. If work is suspended, an 8 in. thick lift of loose
soil should be placed over the chemically modified soil to protect the soil from freezing.
215.06 Preparation of Soils
The soils shall be prepared in accordance with 207.03. All aggregates which are larger than
approximately 3 in. (75 mm) encountered before or after mixing the soils and chemical modifiers shall
be removed.
215.07 Spreading of Chemical Modifiers
Where type A-6 or A-7 soils are used or encountered, the surface shall be scarified or disked to
the specified depth prior to distribution of the chemical modifier. if a combination of modifiers are used.
it shall be mixed mechanically prior to being incorporated. The chemical modifier shall be distributed
uniformly by a cyclone, screw-type, or pressure manifold type distributor. The chemical modifier shall
not be applied when wind conditions create problems in adjacent areas or create a hazard to traffic on
any adjacent roadway. The spreading of the chemical modifier shall be limited to an amount which can
be incorporated into the soil within the same work day. If weather causes stoppage of work or exposes
the chemical modifier to washing or blowing, additional chemical modifier may be spread when the
work resumes.
215.08 Mixing
The chemical modifier, soil, and water when necessary, shall be thoroughly mixed by rotary
speed mixers or a disc harrow. The mixing shall continue until a homogenous layer of the required
thickness has been obtained. One hundred percent of the material, exclusive of rock particles, shall pass
CHEMICAL MODIFICATION OF SOILS TS 23
IN2003066I
•
a I in. (25 mm) sieve and at least 60% shall pass a No. 4 (4.75 mm) sieve. The mixing depth shall be 16
in. (400 mm).
When chemical modification of the soils is used for the purpose of modifying the moisture
characteristics of wet fill soils for the earth embankments, the lift thickness shall be limited to 8 in. loose
and 6 in. compacted.
215.09 Compaction
Compaction of the mixture shall begin as soon as practicable alter mixing. Compaction after
mixing shall be as follows:
(a) For cement modified soils, mixing shall he completed within 30 min of cement placement
and compaction shall be completed within 3 Ii after mixing.
(b) Fly ash modified soils shall be compacted within 4 h.
(c) Lime modified soils shall be compacted within 24 h.
Compactive efforts shall be in accordance with 203 or 207.03 as applicable.
Compaction verification of chemically modified soils will be determined based on the dynamic cone
penetrometer (DCP) in accordance with ASTM D-6951-03. A maximum penetration of 8 mm per blow
will be used for verification of adequate lift compaction.
The moisture content of the mixture shall be between the optimum moisture and the optimum
moisture plus 2.0%. Aeration or drying by further mixing, or the addition of water and further mixing,
may be required to obtain the optimum moisture content.
Construction traffic or equipment shall not be on the chemically modified subgrade treatment
soils (i.e., the 16 in. of chemically modified soils beneath the crushed aggregate subgrade treatment)
within 72 hours after compaction. Construction traffic when chemical modification of the soils is for the
purpose of modifying the moisture characteristics of wet fill soils for the earth embankments (excluding
the top 16 in. of the fill or the subgrade treatment) can be allowed provided the construction traffic is
routed in only one direction, that turning of construction traffic does not occur on the chemically
modified fill soil and the construction traffic does not break down the chemically modified soil or cause
pumping or rutting of the chemically modified soils.
215.10 Method of Measurement
The accepted quantity of chemically modified soils for subgrade treatment will be measured by
the square yard (square meter), complete in place. All excavation required to modify the soils below the
specified depth will be measured in accordance with 203.27(b).
The accepted quantity of lime used for modifying wet soils will be measured by the ton (MG) of
lime complete in place and will only be paid for if soil modification is directed by Engineer.
CHEMICAL MODIFICATION OF SOILS TS-23
IN2003 0661
215.11 Basis of Payment
The accepted quantity of chemically modified soils for use as subgrade treatment will be paid for
by the square yard (square meter), complete in place. All excavation required to modify the soils below
the specified depth will be paid for in accordance with 203.28.
The accepted quantity of lime used for modifying wet soils will be paid for by the ton (MG) of
lime material used for modification. The payment quantity for modifying wet soils represents the cost
of the lime modifier, not the total mass of the modified fill.
Adjustment of materials for chemical modification that exceeds the limits of 215.03 will be
included in a change order for materials only and paid for as chemical modifier adjustments. If mix
design test results show that hydrated lime, quicklime, lime by-products, or fly ash are not appropriate
and moisture density compaction can not be achieved, a price adjustment will be made for the use of
cement. The price adjustment will be calculated at a cost equal to the difference in the invoice cost of the
cement and the invoice cost of the hydrated lime. This adjustment will be included in a change order and
will be paid for as chemical modifier adjustments. Payment for chemical modifier adjustments will be
made for direct material costs incurred by the Contractor and shall not include any other markups.
Payment will be made under:
Pay Item Pay Unit Symbol
Subgrade Treatment SYS (m2)
type
Chemical Modifier, Soils, Modifying Wet Fill Soil, Lime TON (MG)
The cost of performing the laboratory tests, providing an approved geotechnical consultant,
scarification of the subgrade, spreading and mixing of the chemical modifier and soil, compaction of the
resultant mixture, shaping the subgrade, work required due to adjustments of modifier proportioning,
additional modification required due to weather conditions, correction of deficient areas, water required
for the modification process, modified subgrade trimming, and all operations needed to meet the
requirements of this specification shall be included in the cost of the pay items of this section.
CHEMICAL MODIFICATION OF SOILS TS-23
IN20030661
SP-57— ORNAMENTAL RAILING
DESCRIPTION: Work includes fabrication and installation of ornamental railing,
SUBMITTALS: The contractor shall submit product data for each type of product indicated, as
well as shop drawings. Shop drawings shall include plans, elevations. sections. details, and attachment
methods to other work.
Contractor shall submit a 12-inch by 24-inch sized sample section, representative of each ornamental
railing material type and for each color specified, to verily quality of construction.
Contractor shall submit Product Test Reports, based on evaluation of comprehensive tests performed by
a qualified testing agency for decorative metallic-coated steel tubular picket railings, including finish,
indicating compliance with referenced standard.
CONSTRUCTION REQUIREMENTS: Railing materials shall he manufactured from hot-dip
galvanized steel tubing bars and shapes to comply with ASTM A 36/A 36M. Pickets and rails shall be
formed from steel bars using hot-rolled, carbon steel to comply with ASTM A 29/A 29M, Grade 1010.
Posts shall be formed from cold formed steel -tubing to comply with ASTM A 500. Hot-dip galvanize to
comply with ASTM A 123/A 123M. Hot-dip galvanize posts and rail/picket assemblies after
fabrication.
Posts: Galvanized square steel tubing, two inches by three inches (50 mm by 75 lnm) with 3/16-
inch (4.76-mm) wall thickness with mounting base plateiflange welded to bottom (see details in
drawings).
Steel channel rails: Galvanized steel channels, two inches by one inch (50 rmin by 25 min).
Pickets: 1-inch (25 mm) square by 0.065-inch (1.65-mm) galvanized steel, terminated as
indicated. Picket spacing to be four inches (101.6 mm) clear, maximum; see drawing details for
specific spacing. All exposed ends of pickets shall be closed.
Fabrication: Assemble fences into sections by welding pickets to rails. Posts shall he bolted to
concrete rails. Fence sections (rails with pickets) shall be bolted to posts.
Fasteners: Chemical anchor bolts with a minimum embedment depth of 5.5 inches and a
minimum pull-out strength of ten kips shall be used to anchor the railing posts to the concrete.
Anchor bolts shall comply with ISO 898 5.8, ASTM A 193 Grade B7. Nuts and washers shall be
supplied by the same manufacturer as the anchor bolts. Stainless-steel 1/4-inch carriage bolts and
tamper-proof nuts shall be used to anchor rails to posts.
Finish for metallic-coated steel items: High-performance coating
MANUFACTURERS: Subject to compliance with requirements, available manufacturers offering
products that may he incorporated into the work include, but are not limited to, the following.
A & T Iron Works, Inc.
ORNAMENTAL RAILING 15-57
IN2003066
ATC Iron Works
Ametco Manufacturing Corporation
HamettBates Corporation
Breuer Metal Craftsmen
Offenhauser Company
Standard Iron and Wire Works, lie.
METALLIC-COATED STEEL FINISHES: Use epoxy primer for galvanized steel: Complying with
MPI `#101 and compatible with coating specified to be applied over it. Epoxy intermediate coat(s)
complying with MPI i477 and compatible with primer. Topcoat to be polyurethane, two-component,
pigmented, gloss, M PI 472 and compatible with intermediate coat.
Surface Preparation: Clean surfaces with non-petroleum solvent so surfaces are free of oil and
other contaminants. After cleaning, apply a zinc-phosphate conversion coating suited to the
organic coating to be applied over it. Clean welds, mechanical connections, and abraded areas
and repair galvanizing to comply with ASTM A 780.
High-Performance Coating: Apply epoxy primer, epoxy intermediate coat, and polyurethane
topcoat to prepared surfaces. Apply at spreading rates recommended by coating manufacturer.
Match approved Samples for color, texture, and coverage. Remove and refinish, or recoat work
that does not comply with specified requirements.
Color and Gloss shall match ICI #30BB 05/022 "Black Mica".
RAIL INSTALLATION: Install railing by bolting base flanges of posts to concrete rail/wall top using
epoxy-set anchors (number and pattern as indicated in drawings) and fastening rails and inUil panels to
posts using bolts, lock-washers, and nuts. The contractor shall use an installation pattern when drilling
the field-drilled holes on the top of the concrete barrier for the chemical anchor bolts, per the
manufacturer's requirements, to ensure proper horizontal and longitudinal alignment. The equipment
used to drill the holes shall be per m,mufrcturer's requirements. The drilled hole diameter and depth
shall be per the manufacturer's requirements. Field-drilled holes shall be in accordance with 702.25.
Prior to the installation of the chemical anchors, the Field-drilled holes shall he cleaned out in
accordance with the manufacturer's recommendations. Chemical anchor systems meeting the
requirements of Section 901.05 shall be used to bond the anchor bolts to the concrete barrier. Steel
railings shall not be installed until after the chemical anchor bolts have cured and attained required
strength, per the manufacturer's specifications.
After the chemical anchor bolts are fully bonded to the concrete barrier, the contractor shall prepare the
concrete surfaces of the barrier, which will receive architectural finish coating(s). The contractor shall
protect the anchor bolts during the surface preparation and application of the architectural finish
coating(s). After the architectural finish coating(s) have been applied, the steel railing may be installed
per the manufacturer's specifications. Peen threads of bolts after assembly to prevent removal.
METHOD OF MEASUREMENT:
Rail installation will be measured by each linear foot of railing installed.
CANAMENTA ItATUNG TS 57
IN20030661
BASIS OF PAYMENT:
The accepted quantities of railing will be paid for at the contract unit price per linear Shot for
Ornamental Railing in place.
Payment will be made under:
Pay Item Pay Unit Symbol
Ornamental Railing LET
The cost of all material and labor required for fabrication; field drilled holes, high performance coating
and installation will be included in the cost of Ornamental railing.
The cost of rail fabrication, materials, labor and installation of specialty rail mounted traffic signs will
not be paid for directly but included in the cost of Ornamental railing.
ORNAMENTAL RAILING TS-57
120030661
•
SP-88 STORMWATER TREATMENT SYSTEMS
The CONTRACTOR will be required to instal! a Stormwater Treatment Systems (SWTS) on
this project. SWTS Type I shall be a VorSentry Model VS60, manufactured by CONTECH
Stormwater Solutions, Inc., or approved equal. SWTS Type Ill shall be a VorSentry Model
VS80, manufactured by CONTECH Stormwater Solutions, Inc., or approved equal.
The .stormwater treatment system (SWTS) types shown in the plans and detail STS-I and
STS-2, included in these technical specifications, shall correspond to the structure numbers
used in pay item names as shown below.
SWTS Type Location Str. No. on Plans
Type I Sta. 42+55 Line"PR-S-9-E", 46' Rt. 70
Type III Sta. 596-1.07 Line '`E", 73' Lt. 9
The SWTS units installed shall meet or exceed the manufacturer's stormwater treatment
rates, as shown. If an alternative SWTS is used, the stormwater treatment rates of the
proposed system shall he submitted to the ENGINEER for approval.
The CONTRACTOR will provide bedding in accordance with the manufacturer's
specifications and structure backfill in accordance with Section 720.03 of the Standard
Specifications for all SWTS structures.
The CONTRACTOR shah supply an operation and maintenance manual to the ENGINEER
for each unit installed. The operation and maintenance manual will become the property of
the OWNER following the completion of the project.
Measurement of stormwater treatment systems will be made per each unit complete in place.
Payment will be made under:
Pay Item Pay Unit Symbol
Stormwater Treatment System, Type EACH
The cost of excavation, bedding, back fill, bollards, reinforced concrete, manhole frames and
castings, pipe couplings, and other work associated with the installation of the SWTS shall
not be paid for directly as such costs shall be included in the contract unit price of the SWI'S.
STORM WATER TREATMENT SYSTEMS TS-38
1N20030661
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 1360'Street interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO PRICE
1 CONSTRUCTION ENGINEERING LS 1
2 FIELD OFFICE.C MOS 15
3 FIELD OFFICE INTERNET SERVICE MOS 15
4 I'OI3ILIZAT ION AND DEMOBILIZATION LS 1
5 CLEARING RICHT OF WAY LS 1
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
8 GUARDRAIL,REMOVE LFT 2013
9 EXCAVATION,COMMON CYS 34023
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 16
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRAOE TREATMENT,TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE 5 CYS 671
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5362
23 COMPACTED AGGREGATE,NO.53,BASE TON 10910
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO,53,TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING,ASPHALT,11/2 IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE,TYPE A TON 132
29 HMA SURFACE,TYPE C TON 701
30 FIMA INTERMEDIATE,TYPE A TON 406
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE,OG,TYPE C TON 1089
33 HMA BASE,TYPE C TON 2619
34 HMA INTERMEDIATE,OG,TYPED TON 3964
35 HMA FOR TEMPORARY PAVEMENT TON 6577
36 HMA SURFACE,TYPED TON 2796
37 HMA INTERMEDIATE,TYPED TON 3161
38 HIM BASE,TYPE TON 12400
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07.o6F Base Bad
Keystone Parkway and 136th Strad Interchange
ITEM UNIT QUANTITY UNIT' TOTAL
NO. DESCRIPTION PRICE
39 HMAWEDGE AND LEVEL,TYPE O TON 1073
40 ASPHALT FOR TACK COAT TON 27
41 PCCP, 12IN. SYS 6053
42 PCCP TRUCK APRON,7 IN. SYS 790
43 POOP,4 IN. SYS 196
44 D-1 CONTRACTION JOINT LFT 3751
45 CONCRETE IMPRINTING SET 10325
46 GUARDRAIL,W SEAM,6 Fl.3 IN-SPACING LFT 1106
47 GUARDRAIL TRANSITION TYPE TGB EACH 1
46 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
40 IMPACT ATTENUATOR,R2,WI.TL-3 EACH 2
50 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2
51 GUARDRAIL END TREATMENT,OS EACH 3
52 HANDRAIL,PEDESTRIAN LFT 133
53 ORNAMENTAL RAILING LFT 2135
54 BARRIER DELINEATOR EACH 55
55 CURE RAMP,CONCRETE,C SYS 69
56 CURE RAMP,CONCRETE,F SYS 21
57 CURB RAMP,CONCRETE,G SYS 15
58 CURB RAMP,CONCRETE,H SYS 53
69 CURB RAMP,CONCRETE,L SYS 21
60 CURE,INTEGRAL.B,CONCRETE LET 957
61 CURE,CONCRETE,MODIFIED LET 434
62 CURB AND GUTTER,B,CONCRETE LFT 1562
63 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2892
64 CURB AND GUTTER,B.CONCRETE,MODIFIED LFT 1947
55 CURB AND GUTTER,C,CONCRETE,MODIFIED LET 1145
65 CURB TURNOUT EACH 3
57 CURB AND GUTTER.CONCRETE,ROLL LFT 476
56 MODIFIED CURB TURNOUT EACH 76
09 PAVED SIDE DITCH,A LFT 472
70 HIMA FOR APPROACHES.TYPE A TON 332
71 PCCP FOR APPROACHES,6 IN. SYS 115
72 MAILBOX ASSEMBLY,SINGLE EACH 3
73 MAILBOX ASSEMBLY,DOUBLE EACH 2
74 GEOTEXTILES SYS 310
75 RIPRAP,CLASS 2 TON 21
76 RIPRAP,REVETMENT TON 272
77 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07.08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM UNIT
DESCRIPTION UNIT QUANTITY TOTAL
N0, PRICE
78 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039
70 EROSION CONTROL BLANKET SYS 1198
80 FERTILIZER TON 2
81 SEED MIXTURE.U LBS 808
82 MULCHING MATERIAL TON 11
83 WATER kGAL 37
84 TOP SOIL CYS 7042
85 SODDING,NURSERY SYS 8902
86 IRRIGATION CONDUIT LFT 500
87 CORED HOLE IN CONCRETE EACH 1
88 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS.2 EACH 1
89 REINFORCED CONCRETE MOMENT SLAB, 12 IN, SYS 2118
90 MODIFIED PS-2 BRIDGE RAIL•TYPE I LET 503
91 MODIFIED P5-2 BRIDGE RAIL,TYPE II LFT 323
92 MODIFIED 33 IN.BRIDGE RAIL LFT 2169
93 SEAL COAT,GRAFFITI RESISTANT SET 59181
94 SURFACE SEAL SET 19077
05 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT.X 4 FT. LFT 115
96 CULVERT,PRECAST BOX,REINFORCED CONCRETE.5 FT.X 5 FT. LFT 253
97 TEMPORARY RETAINING WALL LS 1
90 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 96
99 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 9107
100 PIPE,TYPE 4.CIRCULAR,12IN. LFT 20
101 PIPE,UNDERDRAIN OUTLET,6IN. LET 775
102 PIPE,REINFORCED CONCRETE,CIRCULAR, 12 IN, LFT 1756
103 PIPE,REINFORCED CONCRETE,CIRCULAR, 15IN. LFT 535
104 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN. LFT 380
105 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. LFT 916
106 PIPE,TYPE 4,CIRCULAR,4 IN. LET 593
107 VIDEO INSPECTION FOR PIPE LFT 3688
108 OUTLET PROTECTOR,2 EACH 11
109 VIDEO INSPECTION FOR UNDERDRAINS LET 3000
110 AGGREGATE FOR UNDERDRAINS CYS 1018
111 GEOTEXTILES FOR UNDERDRAIN SYS 10834
112 A2000 IN.PVC,PERFORATED LFT 2000
113 INLET TYPE HA EACH 8
114 CASTING,ADJUST TO GRADE EACH 3
115 INLET,A2 EACH 3
116 INLET,J10 EACH 2
•
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Caroler
Project No.07.08F Base Bid
Keystone Parkway and 136TH Street Interchange
ITEM UNIT
DESCRIPTION UNIT QUANTITY TOTAL
NC. PRICE
117 INLET,IA10 EACH 2
118 INLET,UA FACIA 1
119 CATCI I BASIN.E7 EACH a
120 CATCH BASIN,KIO EACH 6
121 MANHOLE,C4 EACH
122 MANHOLE,J EACH 2
123 STRUCTURE.INLET,RECONSTRUCT LET 2
124 MANHOLE,C2 EACH 7
125 MANHOLE,J4 EACH 2
126 STORIAWATER TREATMENT SYSTEM,TYPE I EACH 1
127 MASONRY COATING L5 19077
126 CONCRETE STAINING SET 40105
129 FACE PANELS.CONCRETE SFT 45679
130 WALL ERECTION SFT 45679
131 LEVELING PAD,CONCRETE LET 3342
132 COARSE AGGREGATE,NO.B TON 3330
133 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79
134 MODULAR BLOCK WALL ERECTION SYS 79
135 CONSTRUCTION SIGN,C EACH 2
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5
137 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 27459
138 TEMPORARY PAVEMENT MARKING,REMOVABLE,6IN. LFT 4865
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20
140 CONSTRUCTION SIGN,A EACH 35
141 CONSTRUCTION SIGN,B EACH 6
142 FLASHING ARROW SIGN DAY 60
143 MAINTAINING TRAFFIC LS 1
144 BARRICADE,Ill-A LET 132
145 BARRICADE,III-0 LET 228
146 TEMPORARY TRAFFIC BARRIER,TYPE 1 LET 2579
147 TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 385
148 TEMPORARY TRAFFIC BARRIER,TYPE I,ANCHORED LET 207
149 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 2772
150 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
151 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 526
152 SIGN,PANEL,WITH LEGEND SFT 215
153 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH I0
154 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SET 205
135 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SFT 109
PART 3
CONTRACT ITEMS AND UNIT PRICES
City at Cannel
Project No.07-08F Base Bid
Keystone ParN way and 176th Street Interchange
ITEM UNIT
NO DESCRIPTION UNIT QUANTITY PRICE TOTAL
ISO STRUCTURAL STEEL.BREAKAWAY LEIS 2019
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
158 DECORATIVE STREET SIGN ASSEMBLY INSTALLED EACH 2
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
160 WIRE.NO,4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 MC LFT 775
161 CONDUIT,PVC,2 IN. LET 775
132 CONDUIT,STEEL,GALVANIZED,2 IN. LET 537
153 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT,4 VC LFT 537
164 HANDHOLE,LIGHTING EACH 8
165 LIGHT STANDARD FOUNDATION,3 FT.DIA_X B FT. EACH 28
166 JUNCTION BOX EACH 2
167 WIRE,N0.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 0C LET 7452
10B UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2
169 SERVICE POINT,II EACH 2
170 TRANSITION FITTINGS.GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
175 CONNECTOR KIT,UNFUSED EACH 28
172 CONNECTOR KIT.FUSED EACH 28
173 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 130
174 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
175 INSULATION LINK,NONWATERPROOFED EACH 56
176 INSULATION LINK,WATERPROOFED EACH 32
177 CABLE DUCT MARKER EACH 13
175 POLE CIRCUIT CABLE,I C NO.10 STRANDED COPPER LET 1920
179 CABLE INTERDUCT LET 1370
180 HANDFIOLE EACH 5
181 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT',PORT HURON EACH t7
162 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT,MONGOOSE EACH 11
103 LUMINAIRE,UNDERPASS WALL MOUNTED,METAL HALIDE,150 WAIT EACH 2
184 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4
185 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11
186 LIGHT POLE,30 El.E.M,H„8 FT.MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE MAST ARM.AND BASE
187 LIGHT POLE,15 FT E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE. EACH 4
DECORATIVE POLE.MAST ARM.AND BASE
IH8 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
IB9 LINE,EPDXY,BROKEN,WHITE,4 IN. LET 132
190 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LET 440
191 LINE,EPDXY,SOLID,WHITE,4 IN. LET 2509 I
192 LINE,EPDXY,SOLID,YELLOW,4 IN LFT 2764
193 LINE,EPDXY.SOLID,WHITE,8 IN, LFT 241
194 TRANSVERSE MARKING,REMOVE LFT 77
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Ertl
KeyStene Parkway and 134th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
195 LINE,THERMOPLASTIC,BROKEN,WHITE,41N. LFT 2283
1116 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 7476
197 LINE.THERMOPLASTIC,SOLIO.WHITE,8 IN. LET 2510
198 LINE, THERMOPLASTIC,SOLID.WHITE,24 IN. LFT 217
198 LANE,FAINT,BROKEN.WHITE.4 IN. LET 1520
280 LINE,PAINT,SOLID,WHITE,DIN. LET 8754
201 LINE,PAINT.SOLID,YELLOW,4 IN. LET 5500
202 LINE,REMOVE LFT 4057
203 LINE,EPDXY,SOLID.WHITE,24 IN. LET 26
204 LING,THERMOPLASTIC.SOLID,WHITE.6 IN. LET 357
205 LINE,THERMOPLASTIC.SOLID.YELLOW,4 IN. LET 9441
296 TRANSVERSE MARKINGS,THERMOPLASTIC.SOLID,YELLOW,CROSSHATCH LET 30
LINE.12 IN.
207 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE.24 IN, LFT 80
208 TRANSVERSE MARKINGS,THERMOPLASTIC."SHARKS TEETH" LET 81
209 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,LANE INDICATION EACH 6
ARROW
210 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.WORD(ONLY) EACH 2
211 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2
INDICATION ARROW
212 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
213 LINE,THERMOPLASTIC,SOLID,YELLOW,B IN. LET 236
214 LINE,THERMOPLASTIC.BROKEN.WHITE,12 IN.,3 FT.STRIPE-SET.GAP LFT 105
215 RETAINING WALL MOCK UP LS
216 BRIDGE RAIL MOCK UP LS 1
217 FLAT-WORK MOCK UP LS 1
218 FORMLINER,WALL PANELS SET 46570
219 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS.FRONT FACE LET 625
220 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LET 2169
136TH ST,BRIDGE ITEMS
221 CONSTRUCTION ENGINEERING LS I
222 MOBILIZATION AND DEMOBILIZATION LS 1
223 EXCAVATION,DRY CYS 163
724 B BORROW CYS 55
225 AGGREGATE FOR END DENT BACKFILL CYS 178
220 DENSE GRADED SUBBASE CYS 32
227 CONCRETE IMPRINTING SET 8925
228 ORNAMENTAL RAILING LFT 225
229 CURS.INTEGRAL.CONCRETE I.FT 168
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 168
231 GEOTEXTILES SYS 390
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.97-o6F Base Bid
Keystone Parkway and 136th Street tnuercnanye
ITEM llNIT
DESCRIPTION UNIT I QUANTITY TOTAL
NO. PRICE
232 DYNAMIC PILE LOAD TEST EACH 2
233 TEST PILE,RESTRIKE EACH 2
234 TEST PILE EACH 2
235 PILE TIP,STEEL H EACH 62
236 PILE,STEEL H,HP 12 X 53 LFT 2380
237 PILE,STEEL H,HP 12 X 74 LET 2560
238 CONCRETE,A,SUBSTRUCTURE CYS 240
239 CONCRETE,B,FOOTINGS CYS 93
240 REINFORCING BARS LBS 74109
241 REINFORCING BARS,EPDXY COATED LEE 229775
242 CONCRETE,C,SUPERSTRUCTURE CYS 9131
243 CONCRETE,C,RAILING CYS 43
244 STRUCTURAL MEMBERS,CONCRETE I-BEAM,III,26 IN.X 12 IN. LFT 1505
245 SURFACE SEAL LS 1
246 ANCHOR PLATE,AP 1 EACH 56
247 PIPE,END BENT DRAIN,FIN. LFT 504
249 MASONRY COATING SET 6490
249 CONDUIT,PVC,2 IN. LET 237
250 CONCRETE STAINING SET 263
251 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2
252 TOWLINE,SPECIALTY.CITY REAL EACH 2
253 FORMILINER,BRIDGE RAIL,REAR FACE LET 228
254 FORMILINER, BRIDGE RAIL,FRONT FACE LET 229
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS
255 MOBILIZATION AND DEMOBILIZATION LS
258 DEBRIS REMOVE LS 1
260 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1
261 PRESENT STRUCTURE,REMOVE PORTIONS EACH 1
262 EXCAVATION,WATERWAY CYS 1240
263 EXCAVATION,WET CYS 117
264 EXCAVATION,DRY CYS 75
255 AGGREGATE FOR END BENT PACKEILL CY5 100
265 DENSE GRADED SUBBASE C1'5 116
207 CONCRETE IMPRINTING SET 2086
265 GUARDRAIL TRANSITION TYPE TGB EACH 4
269 BARRIER DELINEATOR EACH 10
PART
CONTRACT ITEMS AND UNIT PRICES
CO of Carmel
Project No.07-OBE Base Bid
Keystone Parkway and 13 80 Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
270 CURS,INTEGRAL,CONCRETE LFT 105
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 899
272 RIPRAP,REVETMENT TON 1099
273 GEOTEXTILES SYS 1497
274 SLOPENfALL,CONCRETE,4 IN, SYS 329
275 PILE,CONCRETE,STEEL SHELL ENCASED,0,184 IN.,12 IN. LFT 25
273 DYNAMIC PILE LOAD TEST EACH Q
277 TEST PILE,RESTRIKE EACH 2
273 TEST PILE EACH 2
279 PILE,STEEL H,HP 12 X 53 LET 2504
280 PILE TIP,STEEL H EACH 40
201 CONCRETE.A,SUBSTRUCTURE CY5 305
262 CONCRETE.B,FOOTINGS EYE 13
283 FIELD DRILLED HOLE IN CONCRETE EACH 93
284 REINFORCING BARS LBS 28573
285 REINFORCING BARS.EPDXY COATED LBS 217736
286 THREADED TIE BAR ASSEMBLY.EPDXY COATED EACH 62
287 CONCRETE,C,SUPERSTRUCTURE CYS 816
288 CONCRETE,C,RAILING CYS 29
289 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4
290 STRUCTURAL MEMBERS,CONCRETE 1-BEAM,II,33 IN.X 12 IN- LFT 2352
291 SURFACE SEAL LS 1
292 ANCHOR PLATE,AP 1 EACH 64
293 PIPE,END BENT DRAIN.6 IN, LFT 340
294 PIPE,PVC.B IN. LET 125
295 CONDUIT,PVC,2 IN. SET 375
293 GRATES,BASINS.AND FITTINGS,CAST IRON LBS 576
297 BORROW CYS 19349
298 STORM'VNATER TREATMENT SYSTEM,TYPE III EACH 1
TOTAL:
SUBMITTED BY:
SIGNATURE
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION I UNIT QUANTITY UNIT TOTAL
NO. PRICE
TITLE:
ADDRESS:
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07-08F Alternate Bid#1
Keystone Parkway and 13611 Street Interchange
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 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
B GUARDRAIL, REMOVE LET 2013
9 EXCAVATION,COMMON CYS I 33184
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL, CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 09
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRADE TREATMENT,TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE 5 CYS 671
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL.LIME TON 5362
23 COMPACTED AGGREGATE, NO.53,BASE TON 7298
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING.ASPHALT, 1112IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE.TYPE A TON 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE,TYPE A TON 406
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE,OG,TYPE C TON 1089
33 HMA BASE.TYPE C TON 2619
34 HMA INTERMEDIATE,OG,TYPE D TON 3964
35 HMA SURFACE,TYPE D TON 27%
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Pro,$cr No. 07•08F Attemate Bid eel
Keystone Parkway and 136th Street Interchange
INaM DESCRIPTION UNIT QUANTITY PRICE TOTAL
35 HMA INTERMEDIATE,TYPE D TON 3161
37 HMA RASE,TYPE TON 12400
38 HMA WEDGE AND LEVEL,TYPED TON 1073
39 ASPHALT FOR TACK COAT TON 27
40 POOP,12 IN. SYS 6053
91 POOP TRUCK APRON,7 IN. SYS 790
42 PCCP,4 IN, SYS 196
43 D-1 CONTRACTION JOINT LFT 3751
44 CONCRETE IMPRINTING SET 10326
45 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LFT 1106
46 GUARDRAIL TRANSITION TYPE TSB EACH 1
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
48 IMPACT ATTENUATOR,52,W1,TL-3 EACH 2
49 IMPACTATTENUATOR, R2,W2,TL-3 EACH 2
50 GUARDRAIL END TREATMENT,OS EACH 3
51 HANDRAIL,PEDESTRIAN LFT 133
52 ORNAMENTAL RAILING LET 2135
53 BARRIER DELINEATOR EACH 55
54 CURB RAMP,CONCRETE, C SYS 69
55 CURB RAMP,CONCRETE,F SYS 21
56 CURB RAMP,CONCRETE,G SYS 15
57 CURB RAMP,CONCRETE,H SYS 53
58 CURB RAMP,CONCRETE,L SYS 21
59 CURB,INTEGRAL,B,CONCRETE LFT 957
60 CURB,CONCRETE,MODIFIED LET 434
61 CURB AND GUTTER,B,CONCRETE LET 1532
62 CURE AND GUTTER,CONCRETE,MODIFIED LET 2692
63 CURB AND GUTTER,B, CONCRETE,MODIFIED LFT 1447
64 CURB AND GUTTER,C,CONCRETE,MODIFIED LET 1145
65 CURB TURNOUT EACH 3
68 CURB AND GUTTER,CONCRETE,ROLL LFT 476
67 MODIFIED CURB TURNOUT EACH 76
68 PAVED SIDE DITCH,A LFT 472
69 HMA FOR APPROACHES,TYPE A TON 332
70 PCCP FOR APPROACHES,61N. SYS 115
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Alternate Bid N1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
71 MAILBOX ASSEMBLY,SINGLE EACH 3
72 MAILBOX ASSEMBLY,DOUBLE EACH 2
73 GEOTEXTILES SYS 310
74 RIPRAP,CLASS 2 TON 21
75 RIPRAP,REVETMENT TON 272
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
77 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039
78 EROSION CONTROL BLANKET SYS 1198
79 FERTILIZER TON 2
80 SEED MIXTURE,U LBS 808
81 MULCHING MATERIAL TON 11
82 WATER kGAL 37
83 TOP SOIL CYS 7042
84 SODDING,NURSERY SYS 8902
85 IRRIGATION CONDUIT LFT 500
86 CORED HOLE IN CONCRETE EACH 1
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
88 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 2118
89 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503
90 MODIFIED PS.2 BRIDGE RAIL,TYPE II LFT 323
91 MODIFIED 33 IN.BRIDGE RAIL LFT 2169
92 SEAL COAT,GRAFFITI RESISTANT SFT 59181
93 SURFACE SEAL SFT 19077
94 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT.X 4 FT. LFT 115
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253
96 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 96
97 PIPE,TYPE 4,CIRCULAR,G IN. LFT 9107
98 PIPE,TYPE 4,CIRCULAR, 12 IN. LFT 20
99 PIPE,UNDERDRAIN OUTLET,6IN. LET 775
100 PIPE,REINFORCED CONCRETE,CIRCULAR, 12 IN. LFT 1756
101 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN. LFT 535
102 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN. LFT 380
103 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN, LFT 916
104 PIPE,TYPE 4,CIRCULAR,4 IN. LFT 593
105 VIDEO INSPECTION FOR PIPE LFT 3688
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
INECM DESCRIPTION UNIT QUANTITY UNIT
CE
108 OUTLET PROTECTOR,2 EACH 11
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
108 AGGREGATE FORUNCERDRAINS GYS 1018
109 GEOTEXTILES FOR UNDERDRAIN SYS 10634
110 A2000 6 IN_PVC,PERFORATED LFT 2000
111 INLETTYPE HA EACH 8
112 CASTING,ADJUST TO GRADE EACH 3
113 INLET,J10 EACH 2
154 INLET,MIC EACH 2
115 INLET,UA EACH 1
116 CATCH BASIN,E7 EACH 3
117 CATCH BASIN,K10 EACH 6
118 MANHOLE,04 EACH 9
119 MANHOLE,J EACH 2
120 STRUCTURE,INLET,RECONSTRUCT LFT 2
121 MANHOLE,C2 EACH 7
122 MANHOLE,J4 EACH 2
i23 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1
124 MASONRY COATING LS 19077
125 CONCRETE STAINING SET 40105
126 FACE PANELS,CONCRETE SET 46679
127 WALL ERECTION SET 46679
128 LEVELING PAD,CONCRETE LFT 3342
129 COARSE AGGREGATE, NO. 6 TON 3330
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79
131 MODULAR BLOCK WALL ERECTION SYS 79
132 CONSTRUCTION SIGN.C EACH 16
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2
134 TEMPORARY PANEL SIGNS 5Y5 124
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256
136 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN. LET 1500
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6
138 CONSTRUCTION SIGN,A EACH 5
139 FLASHING ARROW SION DAY 120
140 MAINTAINING TRAFFIC LS 1
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No-07-08F Aliernate Sid OH
Keystone Parkway and 136tH Street Interchange
ITEM
NCL UNIT UNIT QUANTITY PRICE TOTAL
141 BARRICADE,Ill-A LFT 48
142 BARRICADE,III-B LFT 108
143 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
144 SIGN POST,SOUARE,1,REINFORCED ANCHOR BASE LFT 528
145 SIGN,PANEL,WITH LEGEND SET 215
146 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
147 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SET 205
148 SIGN, SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.'THICKNESS SET 109
145 STRUCTURAL STEEL,BREAKAWAY 1.95 2019
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
151 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
153 WIRE,NO.4 COPPER, IN PLASTIC DUCT.IN PLASTIC CONDUIT,411C LFT 775
154 CONDUIT,PVC,2IN_ LFT 775
155 CONDUIT,STEEL,GALVANIZED,2 IN, LFT 537
156 WIRE,NO 4 COPPER,IN PLASTIC DUCT, IN CONDUIT,4 1/C I.FT 537
157 HANDHOLE,LIGHTING EACH
158 LIGHT STANDARD FOUNDATION,3 FT.DIA_X 8 FT. EACH 28
159 JUNCTION BOX EACH 2
160 WIRE, NO.4,COPPER, IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 7452
161 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 2
162 SERVICE POINT,II EACH 2
153 TRANSITION FITTINGS.GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
154 CONNECTOR KIT, UNFUSED EACH 28
165 CONNECTOR KIT,FUSED EACH 28
166 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 00
167 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
168 INSULATION LINK,NONWATERPROOFED EACH 56
164 INSULATION LINK,WATERPROOFED EACH 32
170 CABLE DUCT MARKER EACH 13
171 POLE CIRCUIT CABLE, 1 C NO.10 STRANDED COPPER LFT 1920
172 CABLE INTERDUCT LFT 1370
173 HANDHOLE EACH 5
174 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17
175 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM
NO. DESCRIPTION UNIT QUANTITY PENCE TOTAL
176 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE.150 WAIT EACH 2
177 LIGHT FOUNDATION.BRIDGE MOUNT,WITH GROUNDING EACH 4
178 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11
179 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE,MAST ARM.AND BASE
180 LIGHT POLE,15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4
DECORATIVE POLE MAST ARM,AND BASE
181 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
182 LINE,EPDXY,BROKEN,WHITE,4 IN. LFT 132
183 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LET 440
184 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2509
185 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 2784
186 LINE,EPDXY,SOLID,WHITE,8IN. LFT 241
187 TRANSVERSE MARKING,REMOVE LFT 77
188 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2283
189 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 7478
190 LINE,THERMOPLASTIC,SOLID,WHITE,BIN. LFT 2510
191 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LFT 217
192 LINE,REMOVE LFT 800
193 LINE,EPDXY,SOLID,WHITE.24 IN. LET 28
194 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 357
195 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 9441
196 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH LFT 30
LINE,12 IN. '
197 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE.24 IN. LFT 80
198 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH" LFT 81
199 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6
ARROW
200 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2
PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE
201 EACH 2
INDICATION ARROW
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
203 LINE,THERMOPLASTIC,SOLID,YELLOW,8IN. LFT 236
204 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105
205 RETAINING WALL MOCK UP LS 1
206 BRIDGE RAIL MOCK UP LS 1
207 FLAT-WORK MOCK UP LS 1
208 FORMLINER,WALL PANELS SET 46679
209 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 825
210 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2169
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-OBF Alternate Bid#1
Keystone Parkway and 136th Street hgerchange
INOM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
136TH ST.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1
212 MOBILIZATION AND DEMOBILIZATION LS 1
213 EXCAVATION, DRY CYS 163
214 B BORROW CYS 55
215 AGGREGATE FOR END BENT BACKFILL CYS 178
215 CENSE GRADED SUBBASE CYS 32
217 CONCRETE IMPRINTING SET 9925
219 ORNAMENTAL RAILING LFT 225
219 CURB.INTEGRAL,CONCRETE LFT 188
220 REINFORCED CONCRETE BRIDGE APPROACH SYS 168
221 GEOTEXTILES SYS 390
222 DYNAMIC PILE LOAD TEST EACH 2
223 TEST PILE.RESTRIKE EACH 2
224 TEST PILE EACH 2
225 PILE TIP.STEEL H EACH 62
226 PILE,STEEL H,HP 12 X 53 LFT 2380
227 PILE,STEEL H.HP 12 X 74 LET 2660
228 CONCRETE,A,SUBSTRUCTURE CYS 240
229 CONCRETE,B, FOOTINGS CYS 90
230 REINFORCING BARS LOS 74169
231 REINFORCING BARS,EPDXY COATED LBS 228775
232 CONCRETE,C,SUPERSTRUCTURE CYS 961
233 CONCRETE,C,RAILING CYS 43
234 STRUCTURAL MEMBERS,CONCRETE I-BEAM,Hl,36 IN.X 12 IN. LFT 1505
235 SURFACE SEAL LS 1
236 ANCHOR PLATE,AP 1 EACH 56
237 PIPE,END BENT DRAIN,6IN. LFT 504
238 MASONRY COATING SET 6490
239 CONDUIT,PVC,2 IN. LFT 237
240 CONCRETE STAINING SET 253
241 STREET NAME SIGN, BRIDGE MOUNTED, DECORATIVE EACH 2
242 FORMLINE,SPECIALTY, CITY SEAL EACH 2
243 FORMILINER,BRIDGE RAIL,REAR FACE LFT 229
244 IFORMILINER,BRIDGE RAIL,FRONT FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-06F Alternate Bid tt1
Keystone Parkway and 136th Street Interchange
ITEM
NO. DESCRIPTION UNIT QUANTITY PRICE
TOTAL
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS 1
246 MOBILIZATION AND DEMOBILIZATION LS 1
248 DEBRIS REMOVE LS 1
250 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1
251 PRESENT STRUCTURE,REMOVE PORTIONS EACH 1
252 EXCAVATION,WATERWAY CYS 1240
253 EXCAVATION,WET CYS 117
254 EXCAVATION,DRY CYS 78
255 AGGREGATE FOR END BENT BACKFILL CYS 108
256 DENSE GRADED SUBBASE CYS 118
257 CONCRETE IMPRINTING SFT 2086
258 GUARDRAIL TRANSITION TYPE TGB EACH 4
259 BARRIER DELINEATOR EACH 10
260 CURB,INTEGRAL,CONCRETE LFT 105
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
262 RIPRAP,REVETMENT TON 1009
263 GEOTEXTILES SYS 1497
264 SLOPEWALL,CONCRETE,4 IN. SYS 329
265 PILE,CONCRETE,STEEL SHELL ENCASED,0.184 IN.,12 IN. LFT 25
266 DYNAMIC PILE LOAD TEST EACH 2
267 TEST PILE,RESTRIKE EACH 2
268 TEST PILE EACH 2
269 PILE,STEEL H,HP 12 X 53 LFT 2504
270 PILE TIP,STEEL H EACH 40
271 CONCRETE,A,SUBSTRUCTURE CYS 305
272 CONCRETE,B,FOOTINGS CYS 13
273 FIELD DRILLED HOLE IN CONCRETE EACH 96
274 REINFORCING BARS LBS 23573
275 REINFORCING BARS,EPDXY COATED LBS 217786
276 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
277 CONCRETE,C,SUPERSTRUCTURE CYS 816
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
N0. PRICE
278 CONCRETE,C,RAILING CYS 29
279 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4
280 STRUCTURAL MEMBERS,CONCRETE I-BEAM,3,36 IN.X 12 IN. LFT 2352
281 SURFACE SEAL LS 1
282 ANCHOR PLATE,AP 1 EACH 64
283 PIPE,END BENT DRAIN,6 IN. LFT 340
2134 PIPE,PVC,6 IN. LFT 125
285 CONDUIT,PVC,2 IN. SET 375
286 GRATES,BASINS,AND FITTIGS,CAST IRON LBS 576
287 BORROW CYS 19349
288 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1
TOTAL:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
lose
CITY OF CARMEL
ADDENDUM NO, 3
Keystone Parkway & 136'x` Street
Project No. 07-O8F
October 13, 2008
To All Plan Buyers of Record:
Item 1: 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 item description for Base Bid Item#92 has been changed to Modified 33in. Bridge Rail,
Type I
The quantity for Base Bid Item#92 Modified 33in. Bridge Rail, Type 1 has been revised.
The item description for Base Bid Item#244 has been changed to Structural Members, Concrete
I-Beam, III, 45in. X 16 in.
The Pay Item unit for Base Bid Item #261 Present Structure, Remove Portions has been revised.
The quantity for Base Bid Item#282 Concrete, B. Footings has been revised.
The Pay Item unit for Base Bid item#295 Conduit, PVC, 2in. has been revised.
Base Bid Item#299 Modified 33in. Bridge Rai[, Type H has been added.
The item description for Alt Bid#1 Item#9 I has been changed to Modified 33in. Bridge Rail,
Type I
The quantity for Alt Bid#1 [tern#9l Modified 33in. Bridge Rail, Type I has been revised.
The item description for Alt Bid Item#234 has been changed to Structural Members. Concrete (-
Beam, Ill, 45in. X 16 in.
The Pay Item unit for Alt Bid#1 Item #251 Present Structure, Remove Portions has been revised.
The quantity for Alt Bid#I Item#272 Concrete, B. Footings has been revised.
The Pay hem unit for Alt Bid#1 ltem#285 Conduit, PVC, 2in. has been revised.
Alt Bid#[ Item#289 Modified 33in. Bridge Rail,Type It has been added.
Item 2: This notice is to advise all bidders that SP-57 Ornamental Railing has been revised. Please
substitute the attached SP-57 with the one in your copy of the contract hook.
Item 17: In addition to the questions asked at the Pre-Bid meeting and Addendum#2 the following list
of questions has been received. Responses are provided.
Question I: What prov&ion or consideration will he given far cold weather concrete?
Response: The unit price for PCCP items should reflect weather conditions expected during the
scheduled operation.
•
I
If you would like to receive hard copies of the revised sheets please send an email request to
sbaloul structurepoiut.com
Should you desire to submit a bid, please do so on the basis of the information set out above.
J. Samuel l3alog. PE
American Structurepoint, Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT
DOCUMENTS BEFORE SUBMITTING YOUR BID
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS 1
2 FIELD OFFICE.C MOS 15
3 FIEI.D OFFICE INTERNET SERVICE MOS 15
4 MOBILIZATION AND DEMOBILIZATION LS 1
5 CLEARING RIGHT OF WAY LS 1
6 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
e GUARDRAIL.REMOVE LFT 2013
9 EXCAVATION.COMMON CYS 34023
10 EXCAVATION,UNCLASSIFIED CYS 4930
11 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRADE TREATMENT.TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL.TYPE 1 CYS 6658
19 STRUCTURE BACKFILL.TYPE 2 CYS 672
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE 5 CYS 671
22 CHEMICAL MODIFIER,SOILS.MODIFYING WET FILL SOIL.LIME TON 5362
23 COMPACTED AGGREGATE.NO.53,BASE TON 10910
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING,ASPHALT,1 112 IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE,TYPE A TON 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE,TYPE A TON 406
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE,OG,TYPE C TON 10B9
33 HMA BASE.TYPE C TON 2819
34 HMA INTERMEDIATE.OG,TYPED TON 3964
35 HMA FOR TEMPORARY PAVEMENT TON 8577
•
•
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,0748F Base Bid
Keystone Parkway and 138th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO, PRICE
36 HMA SURFACE,TYPED TON 2796
37 HMA INTERMEDIATE,TYPE D TON 3161
38 HMA BASE,TYPED TON 12400
39 HMA WEDGE AND LEVEL,TYPED TON 1073
40 ASPHALT FOR TACK COAT TON 27
41 PCCP,12 IN. SYS 6053
42 PCCP TRUCK APRON.7 IN, SYS 790
43 PCCP,4IN. SYS 196
44 P1 CONTRACTION JOINT LET 3751
45 CONCRETE IMPRINTING SET 10326
46 GUARDRAIL.W BEAM,6 FT.3 IN.SPACING LFT 1106
47 GUARDRAIL TRANSITION TYPE TGB EACI I 1
48 GUARDRAIL.STEEL CURVED TERMINAL END SECTION EACH 1
49 IMPACT ATTENUATOR,R2,'W1.TL-3 EACH 2
50 IMPACT ATTENUATOR.R2.W2,TL-3 EACH 2
51 GUARDRAIL END TREATMENT,OS EACH 3
52 HANDRAIL,PEDESTRIAN LFT 133
53 ORNAMENTAL RAILING LFT 2135
54 BARRIER DELINEATOR EACI'I 55
55 CURB RAMP,CONCRETE,C SYS 89
56 CURB RAMP,CONCRETE.F SYS 21
57 CURB RAMP.CONCRETE.G SYS 15
58 CURB RAMP.CONCRETE,H SYS 53
59 CURB RAMP,CONCRETE,L SYS 21
60 CURB,INTEGRAL.B,CONCRETE LET 057
61 CURB,CONCRETE,MODIFIED LFT 434
62 CURB AND GUTTER,B,CONCRETE LFT 1562
63 CURB AND GUTTER,CONCRETE,MODIFIED LET 2692
64 CURB AND GUTTER,B,CONCRETE,MODIFIED LFT 1947
65 CURB AND GUTTER.C.CONCRETE,MODIFIED LFT 1145
66 CURB TURNOUT EACH 3
67 CURB AND GUT TER,CONCRETE,ROLL LFT 476
68 MODIFIED CURB TURNOUT EACH 76
69 PAVED SIDE DITCH,A LFT 472
70 HMA FOR APPROACHES,TYPE A TON 332
71 PCCP FOR APPROACHES.6 IN. SYS 115
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Base Bid
Keystone Parkway and 138th Street Interchange UNIT
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
72 MAILBOX ASSEMBLY,SINGLE EACH 3
73 MAILBOX ASSEMBLY.DOUBLE EACH 2
74 GEOTEXTILES SYS 310
75 RIPRAP,CLASS 2 TON 21
76 RIPRAP,REVETMENT TON 272
77 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
78 MULCHED SEEDING,T.CONVENTIONAL MIX SYS 13039
79 EROSION CONTROL BLANKET SYS 1198
80 FERTILIZER TON 2
81 SEED MIXTURE,U LBS 808
82 MULCHING MATERIAL TON 11
83 WATER kGAL 37
84 TOP SOIL CYS 7042
85 SODDING,NURSERY SYS 8902
B6 IRRIGATION CONDUIT LET 500
B7 CORED HOLE IN CONCRETE EACH 1
88 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
89 REINFORCED CONCRETE MOMENT SLAB,12 IN, SYS 2118
90 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503
91 MODIFIED P5.2 BRIDGE RAIL,TYPE II LFT 323
92 MODIFIED 33 IN.BRIDGE RAIL,TYPE I LET 1689
93 SEAL COAT,GRAFFITI RESISTANT SET 59181
94 SURFACE SEAL SFT 19077
95 CULVERT.PRECAST BOX,REINFORCED CONCRETE,6 FT.X 4 FT. LFT 115
96 CULVERT.PRECAST BOX.REINFORCED CONCRETE.S FT.X 5 FT. LET 253
97 TEMPORARY RETAINING WALL LS 1
98 PIPE.REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 96
99 PIPE,TYPE 4,CIRCULAR,6IN. LFT 9107
100 PIPE,TYPE 4,CIRCULAR,12 IN. LFT 20
101 PIPE.UNDERDRAIN OUTLET,6IN. LET 775
102 PIPE.REINFORCED CONCRETE.CIRCULAR.12 IN. LFT 1756
103 PIPE,REINFORCED CONCRETE,CIRCULAR.15 IN, LFT 535
104 PIPE.REINFORCED CONCRETE,CIRCULAR.18 IN. LFT 380
105 PIPE,REINFORCED CONCRETE.CIRCULAR,24 IN. LET 916
106 PIPE,TYPE 4,CIRCULAR,4 IN. LET 593
107 VIDEO INSPECTION FOR PIPE LET 3688
•
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
108 OUTLET PROTECTOR.2 EACH 11
109 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
110 AGGREGATE FOR UNDERDRAINS CYS 1018
111 GEOTEXTILES FOR UNDERDRAIN SYS 10834
112 A2000 6 IN.PVC,PERFORATED LFT 2000
113 INLET TYPE HA EACH 8
114 CASTING,ADJUST TO GRADE EACH 3
115 INLET.A2 EACH 3
116 INLET.J10 EACH 2
117 INLET,1410 EACH 2
118 INLET,UA EACH 1
119 CA1 CH BASIN.E7 EACH 3
120 CATCH BASIN,K10 EACH 6
121 MANHOLE.C4 EACH 9
122 MANHOLE,J EACH 2
123 STRUCTURE.INLET,RECONSTRUCT LFT 2
124 MANHOLE.C2 EACH 7
125 MANHOI.E,J4 EACH 2
126 STORt4WArER TREATMENT SYSTEM,TYPE I EACH 1
127 MASONRY COATING LS 19077
128 CONCRETE STAINING SET 40105
129 FACE PANELS,CONCRETE SFr 46679
130 WALL ERECTION - SFT 46679
131 LEVELING PAD.CONCRETE LFT 3342
132 COARSE AGGREGATE,NO.13 'ION 3330
133 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79
134 MODULAR BLOCK WALL ERECTION SYS 79
135 CONSTRUCTION SIGN.C EACH 2
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5
137 TEMPORARY PAVEMENT MARKING.REMOVABLE.4 IN_ LFT 27459
138 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN. LET 4865
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20
140 CONSTRUCTION SIGN,A EACH 35
141 CONSTRUCTION SIGN,B EACH 6
142 FLASFIING ARROW SIGN DAY 60
143 MAINTAINING TRAFFIC LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Base Bid
Keystone Parkway and 138th Street Interchange UNIT
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
144 BARRICADE.III-A LFT 132
195 BARRICADE.16-S LFT 228
196 TE1PORARY TRAFFIC BARRIER.TYPE 1 LFT 2579
147 TEMPORARY TRAFFIC FARRIER,TYPE 2 t.FT 3B5
198 TEMPORARY TRAFFIC BARRIER.TYPE 1.ANCHORED LET 297
199 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 2772
158 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
151 SIGN POST,SQUARE,1.REINFORCED ANCHOR BASE LET 526
152 SIGN,PANEL,WITH LEGEND SET 215
153 LADE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
154 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0,080 IN.THICKNESS SFT 205
155 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0 100I.THICKNESS SFT 109
156 STRUCTURAL STEEL,BREAKAWAY LBS 2019
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
158 DECORATIVE STREET SIGN ASSEMBLY.INSTALLED EACH 2
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
180 WIRE,NO.4 COPPER.IN PLASTIC DUCT.IN PLASTIC CONDUIT.4 VC LFT 775
151 CONDUIT.PVC.2 IN- LFT 775
152 CONDUIT.STEEL.GALVANISED.2 IN. LFT 537
163 WIRE,NO,4 COPPER.IN PLASTIC DUCT,IN CONDUIT.4 TIC LFT 537
164 HANDHOLE.LIGHTING EACII e
165 LIGHT STANDARD FOUNDATION,3 FT.DIA.K B FT. EACH 2E
166 JUNCTION BOX EACH 2
167 MARE.N04,COPPER,IN PLASTIC DUCT,IN TRENCH.4 1IC LFT 7452
168 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2
159 SERVICE POINT,IL EACH 2
170 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
171 CONNECTOR KIT,UNFUSED EACH 28
172 CONNECTOR KIT.FUSED EACH 28
173 MULTIPLE COMPRESSION FITTING.NON-WATERPROOFED EACH 60
174 MULTIPLE COMPRESSION FITTING.WATERPROOFED EACH 2B
175 INSULATION LINK.NONWATERPROOFED EACH 56
175 INSULATION LINK.WATERPROOFED EACH 32
177 CABLE DUCT MARKER EACH 13
178 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 1920
179 CABLE INTERDUCT LFT 1370
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-06F Base Hid
Keystone Parkway and 136tH Street interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO PRICE
180 HANDHOLE EACH 5
181 LUMINAIRE.ROADWAY.METAL HALIDE,250 WATT,PORT HURON EACH 17
182 LUMINAIRE,ROADWAY,METAL HALIDE.250 WATT,MONGOOSE EACH 11
183 LUMINAIRE,UNDERPASS.WALL MOUNTED,METAL HALIDE,150 WATT EACH 2
184 LIGHT FOUNDATION.BRIDGE MOUNT,WITH GROUNDING EACH 4
185 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11
186 LIGHT POLE,30 FT.EM H..B FT.MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE,MAST ARM AND BASE
107 LIGHT POLE,15 ET.E.M.H..4 FT.MAST ARM,TRANSFORMER BASE. EACH 4
DECORATIVE POLE,MAST ARM,AND BASE
188 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
189 LINE.EPDXY,BROKEN,WHITE,4 IN. LET 132
190 TRANSVERSE MARKINGS,THERMOPLASTIC.CROSSWALK,WRITE,24 IN. LET 440
191 LINE,EPDXY.SOLID.WHITE,4 IN. LFT 2509
102 LINE.EPDXY,SOLID,YELLOW.4 IN. LET 2784
193 LINE.EPDXY,SOLID.WHITE,BIN. LFT 241
194 TRANSVERSE MARKING,REMOVE LET 77
195 LINE.THERMOPLASTIC,BROKEN,WHITE.4 IN. LET 2293
198 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LET 7478
197 LINE,THERMOPLASTIC,SOLID,WHITE,S IN. IA 2510
195 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LFT 217
199 LINE,PAINT,BROKEN,WHITE,4 IN. LFT 1520
200 LINE,PAINT,SOLID,WHITE.4 IN. LFT 8754
201 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 5800
202 LINE,REMOVE LET 4857
203 LINE,EPDXY.SOLID,WHITE,24 IN. LFT 28
204 LINE,THERMOPLASTIC,SOLID.WHITE,6 IN. LFT 357
205 LINE,THERMOPLASTIC,SOLID,YELLOW 4 IN. LFT 9441
216 TRANSVERSE MARKINGS.THERMOPLASTIC,SOLID,YELLOW.CROSSHATCH LFT 30
LINE 12 IN.
207 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE,24 IN. LFT 80
206 TRANSVERSE MARKINGS,THERMOPLASTIC,'SHARKS TEETH" LFT 81
209 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.LANE INDICATION ARROW EACH 0
210 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.WORDiONLY) EACH 2
211 PAVEMENT MESSAGE.MARKINGS,'THERMOPLASTIC,FISHHOOK LANE EACH 2
INDICATION ARROW
212 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
213 LINE,THERMOPLASTIC,SOLID.YELLOW,B IN. LFT 236
214 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.,3 FT.STRIPE-3 FT.GAP LET 105
215 RETAINING WALL MOCK UP LO 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
218 BRIDGE RAIL MOCK UP LS 1
217 FLAT.WORK MOCK UP LS 1
218 FORMLINER,WALL PANELS SET 46679
219 FORMLINER.MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 825
220 FORMLINER.33 1N BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2169
136TH ST.BRIDGE ITEMS
221 CONSTRUCTION ENGINEERING LS 1
222 MOBILIZATION AND DEMOBILIZATION LS 1
223 EXCAVATION.DRY CYS 163
224 B BORROW CYS 55
225 AGGREGATE FOR END BENT BACKFILL CYS 178
226 DENSE GRADED SUBBASE CYS 32
227 CONCRETE IMPRINTING SET 8925
228 ORNAMENTAL RAILING LFT 225
229 CURB,INTEGRAL,CONCRETE LFT 188
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 188
231 GEOTEXTILES SYS 390
232 DYNAMIC PILE LOAD TEST EACH 2
233 TEST PILE.RESTRIKE EACH 2
234 TEST PILE EACH 2
235 PILE TIP,STEEL H EACH 62
236 PILE,STEEL H,HP 12 X 53 LFT 2380
237 PILE,STEEL H,HP 12 X 74 LFT 2860
238 CONCRETE.A,SUBSTRUCTURE CYS 240
239 CONCRETE,B.FOOTINGS CYS 90
240 REINFORCING BARS LOS 74169
241 REINFORCING BARS.EPDXY COATED LBS 228775
242 CONCRETE,C,SUPERSTRUCTURE CYS 961
243 CONCRETE,C,RAILING CYS 43
244 STRUCTURAL MEMBERS,CONCRETE I-BEAM,III,45 IN.X 161N. LFT 1505
245 SURFACE SEAL LS 1
246 ANCHOR PLATE.AP 1 EACH 56
247 PIPE.END BENT DRAIN.6 IN. LFT 504
248 MASONRY COATING SFT 6490
249 CONDUIT,PVC,2 IN. LET 237
•
PART 3
CONTRACT ITEMS AND UNIT PRICES
Oily of Carmel
Project No.W-oar Base Bid
Knyslone Parkway and 13615 Street In lorefange
INOM DESCRIPTION UNIT QUANTITY PRICE TOTAL
250 CONCRETE STAINING SET 283
251 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2
252 FORLILINE,SPECIALTY.CITY SEAL EACH 2
253 EORIAILINER,BRIDGE RAIL,REAR FACE LFT 229
254 FORMIUNER,BRIDGE RAIL,FRONT FACE LET 229
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS
256 MOBILIZATION AND DEMOBILIZATION LS 1
255 DEBRIS REMOVE LS 1
290 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1
261 PRESENT STRUCTURE,REMOVE PORTIONS LS 1
262 EXCAVATION.WATERWAY GYS 1240
283 EXCAVATION.WET CYS 117
284 EXCAVATION.DRY CYS 78
265 AGGREGATE FOR END BENT BACKFILL CYS 108
266 DENSE GRADED SUBBASE GYS 118
267 CONCRETE IMPRINTING SET 2086
258 GUARDRAIL TRANSITION'I'YPETGB EACH 4
269 BARRIER DELINEATOR EAC1'I 10
270 CURB.INTEGRAL,CONCRETE LET 105
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
272 RIPRAP,REVETMENT TON 1009
273 GEOTE%TILES SYS 1497
274 SLOPEWALL,CONCRETE.,4 IN. SYS 329
275 PILE,CONCRETE.STEEL SHELL ENCASED,0.184 IN.,12 IN- LET 25
275 DYNAMIC PILE LOAD TEST EACH 2
277 TEST PILE,RESTRIKE EACH 2
278 TEST PILE EACH 2
279 PILE,STEEL H.HP 12 X 53 LET 2504
280 PILE TIP.STEEL H EACH 40
281 CONCRETE,A,SUBSTRUCTURE CYS 305
282 CONCRETE.B,FOOTINGS CYS 14
283 FIELD DRILLED HOLE IN CONCRETE EACH 96
264 REINFORCING BARS LDS 28573
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Base Bid
Keystone Parkway and 13618 Sheet interchange
ITEM DESCRIPTION UNIT QUANTITY PR"�E TOTAL
285 REINFORCING BARS.EPDXY COATED LBS 217786
286 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
287 CONCRETE,C,SUPERSTRUCTURE CYS 816
288 CONCRETE.C,RAILING CYS 29
289 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 9
290 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN.X 12 IN. LFT 2352
291 SURFACE SEAL LS 1
292 ANCHOR PLATE,AP 1 EACH 64
293 PIPE,END BENT DRAIN,6 I. LET 340
294 PIPE,PVC,6 IN. LET 125
295 CONDUIT.PVC,2 IN. LET 375
296 GRATES,BASINS,AND FITTINGS.CAST IRON LBS 576
297 BORROW CYS 19349
298 STORMWATER TREATMENT SYSTEM,TYPE III EACH
299 MODIFIED 33 IN,BRIDGE RAIL,TYPE II LFT 478
TOTAL:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid Of
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRNCE 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 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
B GUARDRAIL,REMOVE LFT 2013
9 EXCAVATION,COMMON CYS 33184
10 EXCAVATION.UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRADE TREATMENT,TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL.TYPE 3 CYS 17995
21 STRUCTURE BACKFILL.TYPE 5 CYS 671
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL.LIME TON 5362
23 COMPACTED AGGREGATE,NO.53.BASE TON 7298
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING.ASPHALT,1 112 IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE.TYPE A TON 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE.TYPE A TON 406
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE,OG,TYPE C TON 1089
33 HMA BASE.TYPE C TON 2619
34 HMA INTERMEDIATE,OG,TYPE D TON 3964
PART 3A
CONTRACT ITEMS AND UNIT PRICES
DO of Cannel
Project No.07.09F Alternate Bid#1
Keystone Parkway and 1361b Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
35 HMA SURFACE,TYPED TON 2796
35 HMA INTERMEDIATE,TYPE D TON 3161
37 IIMA BASE.TYPED TON 12400
38 HMA WEDGE AND LEVEL,TYPED TON 1073
39 ASPHALT FOR TACK COAT TON 27
40 POOP,12 IN. SYS 6053
41 POOP TRUCK APRON,7 IN. SYS 790
42 POOP,4 IN_ SYS 196
43 U-1 CONTRACTION JOINT LET 3751
44 CONCRETE IMPRINTING SET 10325
45 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LET 1186
46 GUARDRAIL TRANSITION TYPE TGB EACH 1
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
48 IMPACT ATTENUATOR,R2,W1,TL.3 EACH 2
49 IMPACT ATTENUATOR,02,WE TL-3 EACH 2
50 GUARDRAIL END TREATMENT,OS EACH 3
51 HANDRAIL,PEDESTRIAN LFT 133
52 ORNAMENTAL RAILING LET 2135
53 BARRIER DELINEATOR EACH 55
54 CURB RAMP,CONCRETE.C SYS 89
55 CURB RAMP,CONCRETE,F SYS 21
56 CURE RAMP,CONCRETE,G SYS 15
57 CURE RAMP,CONCRETE,H SYS 53
58 CURB RAMP,CONCRETE,L SYS 21
59 CURB,INTEGRAL,B,CONCRETE LET 957
60 CURB,CONCRETE,MODIFIED LET 434
61 CURD AND GUTTER,B,CONCRETE LFT 1562
62 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2692
63 CURB AND GUTTER,B,CONCRETE.MODIFIED LFT 1947
64 CURB AND GUTTER,C,CONCRETE,MODIFIED LFT 1145
65 CURB TURNOUT EACH 3
65 CURB AND GUTTER,CONCRETE,ROLL LET 476
67 MODIFIED CURB TURNOUT EACH 76
66 PAVED GIBE DITCH,A LFT 472
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
69 HMA FOR APPROACHES,TYPE A TON 332
70 PCCP FOR APPROACHES,6 IN SYS 115
71 MAILBOX ASSEMBLY,SINGLE EACH 3
72 MAILBOX ASSEMBLY.DOUBLE EACH 2
73 GEOTEXTILES SYS 310
74 RIPRAP,CLASS 2 TON 21
75 RIPRAP,REVETMENT TON 272
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
77 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039
78 EROSION CONTROL BLANKET SYS 1198
79 FERTILIZER TON 2
80 SEED MIXTURE.U LBS 808
81 MULCHING MATERIAL TON 11
82 WATER kGAL 37
83 TOP SOIL CYS 7042
84 SODDING.NURSERY SYS 8902
85 IRRIGATION CONDUIT LFT 500
86 CORED HOLE IN CONCRETE EACH 1
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
88 REINFORCED CONCRETE MOMENT SLAB.12 IN. SYS 2118
89 MODIFIED PS-2 BRIDGE RAIL-TYPE I LET • 503
90 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 323
91 MODIFIED 33 IN,BRIDGE RAIL,TYPE I LFT 1689
92 SEAL COAT.GRAFFITI RESISTANT SFT 59181
93 SURFACE SEAL SFT 19077
94 CULVERT.PRECAST BOX.REINFORCED CONCRETE,6 FT.X 4 FT. LFT 115
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253
96 PIPE,REINFORCED CONCRETE.CIRCULAR,36 IN. LFT 96
97 PIPE,TYPE 4,CIRCULAR.6 IN. LFT 9107
98 PIPE,TYPE 4.CIRCULAR.12 IN. LFT 20
99 PIPE.UNDERDRAIN OUTLET,6 IN. LFT 775
100 PIPE,REINFORCED CONCRETE,CIRCULAR, 12 IN. LFT 1756
101 PIPE,REINFORCED CONCRETE.CIRCULAR.15 IN, LFT 535
102 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN. LFT 380
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No-07-oaF Alternate Bid#1
Keystone Pathway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO PRICE
103 PIPE.REINFORCED CONCRETE,CIRCULAR,24 IN LFT 916
104 PIPE.TYPE 4,CIRCULAR,4 IN. LFT 593
105 VIDEO INSPECTION FOR PIPE LFT 3686
106 OUTLET PROTECTOR,2 EACH I1
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
108 AGGREGATE FOR UNDERDRAINS CY5 1015
109 GEOTEXTILES FOR UNDERDRAIN SYS 10634
110 420006 IN.PVC,PERFORATED LFT 2000
111 INLET TYPE HA EACH 8
112 CASTING.ADJUST TO GRADE EACH 3
113 INLET,J10 EACH 2
114 INLET.M10 EACH 2
115 INLET,UA EACH 1
115 CATCH BASIN.E7 EACH 3
117 CATCH BASIN,K10 EACH 9
118 MANHOLE,C4 EACH 9
119 MANHOLE.J EACH 2
120 STRUCTURE,INLET,RECONSTRUCT LFT 2
121 MANHOLE,02 EACH 7
122 MANHOLE,J4 EACH 2
123 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1
124 MASONRY COATING LS 19077
125 CONCRETE STAINING SFT 40105
126 FACE PANELS.CONCRETE SFT 40579
•
127 WALL ERECTION SFT 46679
128 LEVELING PAD.CONCRETE LFT 3342
129 COARSE AGGREGATE,NO.8 TON 3330
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79
131 MODULAR BLOCK WALL ERECTION SYS 79
132 CONSTRUCTION SIGN.C EACH 16
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2
134 TEMPORARY PANEL SIGNS SYS 124
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256
136 TEMPORARY PAVEMENT MARKING,REMOVABLE,B IN. LFT 1500
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.O7-08F Alternate Bird#1
Keystone Parkway and 136th Street fnrerglange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. _ PRICE
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6
138 CONSTRUCTION SIGN,A EACH 1
139 FLASHING ARROW SIGN DAY 120
140 MAINTAINING TRAFFIC LS 1
191 BARRICADE,III-A LFT 46
142 BARRICADE,III-B LFT 108
193 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
144 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 526
145 SIGN,PANEL,WITH LEGEND SFT 215
146 VVIOE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
147 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.OB0 IN.THICKNESS SFT 205
148 SIGN,SHEET.ENCAPSULATED LENS'•MTH LEGEND,0.100 IN.THICKNESS SET 109
149 STRUCTURAL STEEL.BREAKAWAY LBS 2019
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
151 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2
152 TRANSPORTAI ION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
153 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4110 LFT 775
154 CONDUIT,PVC,21N. LET 775
155 CONDUIT,STEEL,GALVANIZED.2 IN. LET 537
156 WIRE,Na 4 COPPER,IN PLASTIC DUCT.IN CONDUIT.411G LFT 537
157 HANDHOLE,LIGHTING EACH 6 •
158 LIGHT STANDARD FOUNDATION.3 FT.OIA.X e Ft EACH 26
159 JUNCTION BOX EACH 2
150 WIRE,N0.4,COPPER,IN PLASTIC DUCT,IN TRENCH.4 110 LET 7452
161 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 2
162 SERVICE POINT,II EACH 2
163 TRANSITION FITTINGS.GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
164 CONNECTOR KIT,(INFUSED EACH 28
165 CONNECTOR KIT.FUSED EACH 28
166 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60
167 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
168 INSULATION LINK.NONW'ATERPROOFED EACH 56
169 INSULATION LINK.WATERPROOFED EACH 32
170 CABLE DUCT MARKER EACH 13
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid MI
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
171 POLE CIRCUIT CABLE,1 C NO. 10 STRANDED COPPER LET 1920
172 CABLE INTERDUCT LFT 1370
173 HANDHOLE EACH 5
174 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT,PORT HURON EACH 17
175 LUMINAIRE,ROADWAY.METAL HALIDE.250 WATT,MONGOOSE EACH 11
176 LUMINAIRE.UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 2
177 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4
178 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM.BREAKAWAY BASE EACH 11
179 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE,MAST ARM AND BASE
180 LIGHT POLE,15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4
DECORATIVE POLE MAST ARM AND BASE
181 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
182 LINE,EPDXY,BROKEN,WHITE,4 IN. LFT 132
183 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN, LFT 440
184 LINE,EPDXY,SOLID,WHITE,4 IN, LFT 2509
185 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 2784
186 LINE.EPDXY.SOLID,WHITE,8 IN. LFT 241
187 TRANSVERSE MARKING,REMOVE LFT 77
188 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2283
189 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 7478
190 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. t.FT 2510
191 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LFT 217
192 LINE,REMOVE LFT 800
193 LINE.EPDXY,SOLID,WHITE,24 IN. LFT 28
194 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 357
195 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN, LFT 9441
196 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID.YELLOW,CROSSHATCH LFT 30
LINE,12 IN.
197 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 80
198 TRANSVERSE MARKINGS.THERMOPLASTIC,"SHARKS TEETH" LFT 81
199 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6
ARROW
200 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) EACH 2
201 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2
INDICATION ARROW
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
203 LINE,THERMOPLASTIC,SOLID,YELLOW,8IN. LFT 236
204 LINE,THERMOPLASTIC,BROKEN,WHITE, 12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alfernate Bid#1
Keysfone Parkway and 136th Street Interchange
ITEM UNIT
DESCRIPTION UNIT QUANTITY TOTAL
NO. PRICE
205 RETAINING WALL MOCK UP LS 1
206 BRIDGE RAIL MOCK UP LS 1
207 FLAT-WORK MOCK UP LS 1
208 FORMLkNER,WALL PANELS SET 46679
209 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 825
210 FORMLINER,33 IN BRIDGE RAIL FOR RAMPS.REAR FACE LIT 2159
1
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Germ&
Project No.07-08F Alternate Bid#1
Keystone Parkway and 1301h Street Interchange
INO. DESCRIPTION I UNIT QUANTITY PRIME TOTAL
136TH ST,BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS
212 MOBILIZATION AND DEMOBILIZATION LS 1
213 EXCAVATION,DRY CYS 163
214 B BORROW CYS 55
215 AGGREGATE FOR END BENT BACKFILL CYS 178
216 DENSE GRADED SUBBASE CYS 32
217 CONCRETE IMPRINTING EFT 8925
218 ORNAMENTAL RAILING LFT 225
219 CURB,INTEGRAL,CONCRETE LFT 163
220 REINFORCED CONCRETE BRIDGE APPROACH SYS 188
221 GEOTEXTILES SYS 390
222 DYNAMIC PILE LOAD TEST EACH 2
223 TEST PILE,RESTRIKE EACH 2
224 TEST PILE EACH 2
225 PILE TIP,STEEL H EACH 62
225 PILE.STEEL H,HP 12 X 53 LFT 2380
227 PILE,STEEL H.HP 12 X 74 LFT 2660
226 CONCRETE,A.SUBSTRUCTURE OYS 240
229 CONCRETE,B.FOOTINGS CYS 90
230 REINFORCING BARS LBS 74169
231 REINFORCING BARS,EPDXY COATED LBS 228775
232 CONCRETE,C,SUPERSTRUCTURE CYS 961
233 CONCRETE,C,RAILING CYS 43
234 STRUCTURAL MEMBERS.CONCRETE IBEAM,III,45 IN.K 16 IN. LFT 1505
235 SURFACE SEAL LS 1
236 ANCHOR PLATE,AP 1 EACH 56
237 PIPE,END BENT DRAIN,D IN, LET 504
238 MASONRY COATING SET 6490
239 CONDUIT.PVC.2 IN. LET 237
240 CONCRETE STAINING SFr 263
241 STREET NAME SIGN,BRIDGE MOUNTED.DECORATIVE EACH 2
242 FORMULAE.SPECIALTY,CITY SEAL EACH 2
243 FORMILINER,BRIDGE RAIL.REAR FACE LF7 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid 1M
Keystone Parkway and 138th Street interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
244 FORMILINER.BRIDGE RAIL,FRONT FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cermef
Project No.07.08F Alternate Bid Ht
Keystone Park we)/and .38r Street interchange
REM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS M1
246 MOBILIZATION AND DEMOBILIZATION LS 1
246 DEBRIS REMOVE LS 1
250 GUTTER TURNOUT,REINFORCED CONCRETE.REMOVE EACH 1
251 PRESENT STRUCTURE,REMOVE PORTIONS LS 1
252 EXCAVATION,WATERWAY CYS 1240
253 EXCAVATION,WET CYS 117
254 EXCAVATION,DRY CYS 76
255 AGGREGATE FOR END BENT BACKFILL CYS 108
256 DENSE GRADED SUBBASE CYS 118
257 CONCRETE IMPRINTING SET 2086
256 GUARDRAIL TRANSITION TYPE MB EACH 4
259 BARRIER DELINEATOR EACH 10
260 CURB,INTEGRAL.CONCRETE LFT 135
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
262 RIPPAP,REVETMENT TON 1009
263 GEOTEXTILES SYS 1497
264 SLOPEWALL,CONCRETE,4 IN. SYS 329
255 PILE.CONCRETE.STEEL SHELL ENCASED,0.164 IN., 12 1N LFT 25
266 DYNAMIC PILE LOAD TEST EACH 2
267 TEST PILE,RESTRIKE EACH 2
256 TEST PILE EACH 2
259 PILE,STEEL H,HP 12 X 53 LFT 2504
270 PILE TIP.STEELH EACH 40
271 CONCRETE,A,SUBSTRUCTURE CYS 305
272 CONCRETE,B,FOOTINGS CYS 14
273 FIELD GRILLED HOLE IN CONCRETE EACH 66
274 REINFORCING BARS LBS 26573
275 REINFORCING BARS.EPDXY COATED LBS 217766
276 THREADED TIE BAR ASSEMBLY.EPDXY COATED EACH 52
277 CONCRETE,C,SUPERSTRUCTURE CYS 616
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project Ms 07-08F Alternate Wd 61
Keystone Parkway and 1361h Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO PRICE
278 CONCRETE,C.RAILING CT 5 29
279 CONCRETE BRIDGE RAILING TRANSITION,TEC EACH 4
280 STRUCTURAL MEMBERS.CONCRETE I-BEAM,II,36 IN.X 12 IN. LFT 2352
281 SURFACE SEAL LS 1
282 ANCHOR PLATE,AP 1 EACH 64
283 PIPE.END BENT DRAIN,6 IN. LFT 340
284 PIPE,PVC,6IN. LFT 125
285 CONDUIT,PVC,2 IN. LFT 375
286 GRATES,BASINS.AND FITTIGS,CAST IRON LAS 576
287 BORROW CYS 19349
235 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1
289 MODIFIED 33 IN.BRIDGE RAIL,TYPE II LFT 478
TOTAL:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
SP-57—ORNAMENTAL RAILING
DESCRIPTION: Work includes fabrication and installation of ornamental railing.
SUI3MITTA.LS: The contractor shall submit product data for each type of product indicated, as
well us shop drawings. Shop drawings shall include plans, elevations. sections, details, and attachment
methods to other work.
Contractor shall submit a 12-inch by 24-inch sized sample section, representative of each ornamental
railing material type and for each color specified, to verify quality of construction.
Contractor shall submit Product Test Reports, based on evaluation of comprehensive tests performed by
a qualified testing agency for decorative metallic-coated steel tubular picket railings, including finish.
indicating compliance with referenced standard.
CONSTRUCTION REQUIREMENTS: Railing materials shall be manufactured from hot-dip
galvanized steel tubing bars and shapes to comply with ASTM A 36/A 36M. Pickets and rails shall be
formed from steel Kars using hot-rolled, carbon steel to comply with ASTM A 29/A 29M. Grade 1010.
Posts shall be formed from cold formed steel tubing to comply with ASTM A 500. Hot-dip galvanize to
comply with ASTM A 123/A 123M. Hot-dip galvanize posts and rail/picket assemblies after
fabrication.
Posts: Galvanized square steel tubing, two inches by three inches (50 mm by 75 mm) with 3/16-
inch (4.76-mm) wall thickness with mounting base plate/flange welded to bottom (see details in
drawings).
Steel channel rails: Galvanized steel channels, C3x5 two inches by one inch (50 mm by 25 inm).
Pickets: 1-inch (25 mm) square by 0.065-inch (1.65-mm) galvanized steel, terminated as
indicated. Picket spacing to be Ibur inches (101.6 mm) clear, maximum; see drawing details for
specific spacing. All exposed ends of pickets shall be closed.
Fabrication: Assemble fences into sections by welding pickets to rails. Posts shall be bolted to
concrete rails. Fence sections (rails with pickets) shall be bolted to posts.
Fasteners: Chemical anchor bolts with a minimum embedment depth of 5.5 inches and a
minimum pull-out strength of ten kips shall be used to anchor the railing posts to the concrete.
Anchor bolts shall comply with 150 898 5.8, ASTM A 193 Grade B7. Nuts and washers shall be
supplied by the same manufacturer as the anchor bolts. Stainless-steel %-inch carriage bolts and
tamper-proof nuts shall be used to anchor rails to posts.
Finish for metallic-coated steel items: High-performance coating
MANUFACTURERS: Subject to compliance with requirements. available manufacturers offering
products that may he incorporated into the work include, hut are not limited to,the following.
A R T Iron Works, Inc.
ORNAMENTAL RAILING TS-64
IN20030661
ATC Iron Works
Antetco Manufacturing Corporation
13arnettl3ates Corporation
Breuer Metal Craftsmen
Offenhauser Company
Standard Iron and Wire Works, Inc.
METALLIC-COATED STEEL FINISHES: Use epoxy primer for galvanized steel: Complying with
r _ -
complying with MPI 1177 and compatible with primer. Topcoat: to be pelyurethane. twe-c-empenent;
r .
Repair any distortion of the railing prior to application of Nre paint primer. X111 ornamental
railing shall receive one coal of organic zinc primer, one coat of epoxy intermediate paint, and
one poltrurethone finish coat- All surfitce preparation.painting, and material shall he in
accordance with 619 and 909 before site delivery.
Surface Preparation: Clean surfaces with non petroleum solvent so surfaces arc free of oil and
organic coating to he applied over it Clean welds, mechanical con
and repair galvanizing to comply with ASTM A 780.
High Performance Crating: Apply epoxy primer, epoxy intermediate coat, and poly urethan;
topcoat to epared surfaces. Apply at spreading rates recommended by coating manufacturer.
that deca not comply with specified requirements.
Color and Gloss shall match 10E (COBB 051022 "Black Mica".
RAIL INSTALLATION: Install railing by bolting base flanges of posts to concrete raillwall top using epoxy-
set anchors (number and pattern as indicated in drawings) and fastening rails and infild panels to posts using bolts,
lock-washers,and nuts. The contractor shall use an installation pattern when drilling the field-drilled holes on the
top of the concrete barrier for the chemical anchor bolts, per the manufacturer's requirements; to ensure proper
horizontal and longitudinal alignment. The equipment used to drill the holes shall be per manufacturer's
requirements_ The drilled hole diameter and depth shall be per the manufacturer's requirements. Field-drilled
holes shall he in accordance with 70125.
Prior to the installation of the chemical anchors, the field-drilled holes shall he cleaned out in
accordance with the manufacturer's recommendations. Chemical anchor systems meeting the
requirements of Section 901.05 shall he used to bond the anchor bolts to the concrete barrier. Steel
railings shall not he installed until after the chemical anchor bolts have cured and attained required
strength, per the manufacturer's specifications.
After the chemical anchor bolts are fully bonded to the concrete barrier, the contractor shall prepare the
concrete surfaces of the barrier, which will receive architectural finish coating(s). The contractor shall
protect the anchor bolts during the surface preparation and application of the architectural finish
ORNAMENTAL RAILING TS-64
IN20030661
coating(s). After the architectural finish coating(s) have been applied, the steel railing may be installed
per the manufacturer's specifications. Peen threads of bolts after assembly to prevent removal.
METHOD OF MEASUREMENT:
Rail installation will be measured by each linear foot of railing installed.
BASIS OF PAYMENT:
The accepted quantities of railing will be paid for at the contract unit price per linear foot for
Ornamental Railing in place.
Payment will be made under:
Pay Item Pay Unit Symbol
Ornamental Railing LET
The cost of all material and labor required for fabrication, field drilled holes, high performance coating
and installation will be included in the cost of Ornamental railing.
The cost of rail fabrication, materials, labor and installation of specialty rail mounted traffic signs will
not be paid for directly but included in the cost of Ornamental railing.
ORNAMENTAL RAILING TS-64
IN30030661
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Alternate Bid 41
Keystone Parkway and 136111 Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
N0. PRICE
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 TRAFFIC SIGNAL EQUIPMENT, REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
e GUARDRAIL, REMOVE LET 2013
9 EXCAVATION,COMMON CYS 33184
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBORADE TREATMENT,TYPE I SYS 39335
17 B BORROW CYS 3802
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE5 CYS 671
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5362
23 COMPACTED AGGREGATE,NO.53,BASE TON 7298
24 SUBBASE FOR PCGP CYS 1542
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING.ASPHALT,1 1l2 IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE,TYPE A ION 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE,TYPE A TON 406
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE,OG,TYPE C TON 1089
33 HMA BASE,TYPE C TON 2819
34 HMA INTERMEDIATE.OG,TYPED TON 3964
35 HMA SURFACE,TYPE D TON 2796
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No. 07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange UNIT
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
36 HMA INTERMEDIATE,TYPE D TON 3161
37 HMA BASE,TYPED TON 12400
38 HMA WEDGE AND LEVEL,TYPED TON 1073
39 ASPHALT FOR TACK COAT TON 27
43 POOP, 12 IN. 5Y5 6053
41 PCCP TRACK APRON,7 IN. SY5 790
42 PCCP,4IN_ SYS 196
43 0-1 CONTRACTION JOINT LET 3751
44 CONCRETE IMPRINTING SFT 10326
45 GUARDRAIL,W BEAM,6 FT.3 IN,SPACING LFT 1106
48 GUARDRAIL TRANSITION TYPE TGB EACH 1
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
48 IMPACTATTENUATOR, R2.WI,IL-3 EACH 2
49 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2
50 GUARDRAIL END TREATMENT,OS EACH 3
51 HANDRAIL,PEDESTRIAN LFT 133
52 ORNAMENTAL RAILING LFT 2135
53 BARRIER DELINEATOR EACH 55
54 CURB RAMP,CONCRETE,C 5YS 89
55 CURB RAMP,CONCRETE,F 5Y5 21
56 CURB RAMP,CONCRETE,G 5Y5 15
57 CURB RAMP,CONCRETE,H 5Y5 53
56 CURB RAMP, CONCRETE.L 5Y5 21
59 CURB,INTEGRAL,B,CONCRETE LFT 957
60 CURS,CONCRETE,MODIFIED LFT 434
61 CURB AND GUTTER,B,CONCRETE LFT 1562
62 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2692
63 CURB AND GUTTER,B.CONCRETE,MODIFIED LFT 1947
64 CURB AND GUTTER,C,CONCRETE,MODIFIED LFT 1145
65 CURB TURNOUT EACH
66 CURB AND GUTTER,CONCRETE,ROLL LFT 476
67 MODIFIED CURB TURNOUT EACH 76
68 PAVED SIDE DITCH,A LFT 472
69 HMA FOR APPROACHES,TYPE A TON 332
70 PCCP FOR APPROACHES, IN SY5 115
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-09F Alternate Bid q!
Keystone Parkway and-135th Street interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO DESCRIPTION PRICE
71 MAILBOX ASSEMBLY,SINGLE EACH 3
72 MAILBOX ASSEMBLY,DOUBLE EACH 2
73 GEOTEXTILES SYS 310
74 RIPRAP,CLASS 2 TON 21
75 RIPRAP,REVETMENT TON 272
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
77 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039
78 EROSION CONTROL BLANKET SYS 1196
79 FERTILIZER TON 2
30 SEED MIXTURE,U LBS 808
61 MULCHING MATERIAL TON 11
52 WATER kGAL 37
83 TOP SOIL CYS 7042
84 SODDING, NURSERY SYS 8902
85 IRRIGATION CONDUIT LET 500
86 CORED HOLE IN CONCRETE EACH 1
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
88 REINFORCED CONCRETE MOMENT SLAB, 12 IN. SYS 2118
89 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503
90 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 323
91 MODIFIED 33 IN BRIDGE RAIL,TYPE I LFT 1669
92 SEAL COAT, GRAFFITI RESISTANT SFT 59181
93 SURFACE SEAL SET 19077
94 CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 4 FT, LFT 115
95 CULVERT,PRECAST BOX, REINFORCED CONCRETE,5 FT.X 5 FT. LET 253
96 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN, LFT 96
97 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 9107
98 PIPE,TYPE 4,CIRCULAR, 12 IN. LFT 20
99 PIPE,UNDERDRAIN OUTLET,BIN. LIT 775
100 PIPE, REINFORCED CONCRETE,CIRCULAR, 12 IN. LFT 1756
101 PIPE,REINFORCED CONCRETE,CIRCULAR, 15 IN. LFT 535
102 PIPE,REINFORCED CONCRETE,CIRCULAR, 18 IN. LFT 380
103 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN_ LET 916
104 PIPE,TYPE 4,CIRCULAR,4 IN. LIT 593
105 VIDEO INSPECTION FOR PIPE LFT 3688
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid R7
Keystone Parkway and 136th Street interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO DESCRIPTION PRICE
108 OUTLET PROTECTOR,2 EACH 11
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
108 AGGREGATE FOR UNUERDRAINS CYS 1018
109 GEOTEXTILES FOR UNDERDRAIN SYS 10834
1}0 A20006IN,PVC, PERFORATED LET 2000
111 INLET TYPE HA EACH 6
112 CASTING,ADJUST TO GRADE EACH 3
113 INLET,J10 EACH 2
114 INLET,M10 EACH 2
115 INLET, WA EACH 1
116 CATCH BASIN,E7 EACH 3
117 CATCH BASIN,K10 EACH 6
118 MANHOLE,C4 EACH 9
119 MANHOLE,J EACH 2
120 STRUCTURE.INLET,RECONSTRUCT LFT 2
121 MANHOLE,C2 EACH 7
122 MANHOLE,J4 EACH 2
123 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1
124 MASONRY COATING LS 19077
125 CONCRETE STAINING SET 40105
126 FACE PANELS, CONCRETE SET 46679
127 WALL ERECTION SET 46679
128 LEVELING PAD,CONCRETE LFT 3342
129 COARSE AGGREGATE,NO.8 TON 3330
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79
131 MODULAR BLOCK WALL ERECTION SYS 79
132 CONSTRUCTION SIGN,C EACH 16
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2
134 TEMPORARY PANEL SIGNS SYS 124
135 TEMPORARY PANEL SIGN SUPPORTS LET 256
136 TEMPORARY PAVEMENT MARKING, REMOVABLE,B IN LET 1500
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6
138 CONSTRUCTION SIGN,A EACH 1
139 FLASHING ARROW SIGN DAY 120
140 MAINTAINING TRAFFIC LS 1
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
17EM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
141 BARRICADE,III-A LET 48
142 BARRICADE,III-B LET 108
141 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
144 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 526
145 SIGN,PANEL,WITH LEGEND SET 215
146 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
147 SIGN,SHEET, ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SFT 205
148 SIGN,SHEET, ENCAPSULATED LENS WITH LEGEND.0.100 IN.THICKNESS SFT 109
149 STRUCTURAL STEEL, BREAKAWAY LBS 2019
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
151 DECORATIVE STREET SIGN ASSEMBLY, INSTALLED EACH 2
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
153 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN PLASTIC CONDUIT,4110 LFT 775
154 CONDUIT,PVC, 2 IN. LET 775
155 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 537
156 WIRE,NO.4 COPPER,IN PI.ASTIC DUCT,IN CONDUIT,4 VC LFT 537
157 HANDHOLE,LIGHTING EACH 8
158 LIGHT STANDARD FOUNDATION,3 FT.DIA. X E FT. EACH 28
159 JUNCTION BOX EACH 2
160 WIRE,NO 4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 11C LFT 7452
161 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2
162 SERVICE POINT,II EACH 2
193 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
164 CONNECTOR KIT,UNFUSED EACH 28
165 CONNECTOR KIT,FUSED EACH 28
165 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60
167 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
168 INSULATION LINK,NONWATERPROOFED EACH 56
169 INSULATION LINK,WATERPROOFED EACH 32
170 CABLE DUCT MARKER EACH 13
171 POLE CIRCUIT CABLE,1 C NO. 10 STRANDED COPPER LET 1920
172 CABLE INTERDUCT LFT 1370
173 HANDHOLE EACH
174 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17
175 LUMINAIRE, ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway end 136th Street interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
O
176 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE, 150 WATT EACH 2
177 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4
170 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11
179 LIGHT POLE,30 FT. E.M.H.,8 FT. MAST ARM.TRANSFORMER BASE, EACH 13
DECORATIVE POLE.MAST ARM,AND BASE
180 LIGHT POLE, 15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4
DECORATIVE POLE.MAST ARM AND BASE
101 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
182 LINE,EPDXY,BROKEN,WHITE,4 IN. LET 132
183 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LET 440
184 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2509
185 LINE,EPDXY.SOLID.YELLOW,4 IN. LET 2784
186 LINE,EPDXY,SOLID,WHITE,8 I. LFT 241
187 TRANSVERSE MARKING,REMOVE LFT 77
188 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LIT 2283
189 LINE.THERMOPLASTIC,SOLID,WHITE,4 IN. LET 7478
190 LINE.THERMOPLASTIC,SOLID,WHITE,8 IN LET 2510
191 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LET 217
192 LINE,REMOVE LF'1" 800
193 LINE.EPDXY.SOLID,WHITE,24 IN. LFT 28
194 LINE,THERMOPLASTIC, SOLID,WHITE,6 IN. LFT 357
195 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 9441
TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW.CROSSHATCH
196 LET 30
LINE 12 IN.
197 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 80
188 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH" LFT 81
199 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6
ARROW
200 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2
201 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.FISHHOOK LANE EACH 2
INDICATION ARROW
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
203 LINE,THERMOPLASTIC, SOLID.YELLOW,GIN. LFT 236
204 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105
205 RETAINING WALL MOCK UP LS 1
206 BRIDGE RAIL MOCK UP LS 1
207 FLAT-WORK MOCK UP LS 1
208 FORMLINER,WALL PANELS SET 46079
209 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LET 825
210 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS, REAR FACE LFT 2169
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
136TH ST.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1
212 MOBILIZATION AND DEMOBILIZATION LS 1
213 EXCAVATION,DRY CYS 163
214 B BORROW CYS 55
215 AGGREGATE FOR END BENT BACKFILL CYS 178
216 DENSE GRADED SUBBASE CYS 32
217 CONCRETE IMPRINTING SFT 8925
218 ORNAMENTAL RAILING LFT 225
219 CURB,INTEGRAL,CONCRETE LFT 168
220 REINFORCED CONCRETE BRIDGE APPROACH SYS 188
221 GEOTEXTILES SYS 390
222 DYNAMIC PILE LOAD TEST EACH 2
223 TEST PILE,RESTRIKE EACH 2
224 TEST PILE EACH 2
225 PILE TIP,STEEL H EACH 62
226 PILE,STEEL H,HP 12 X 53 LFT 2380
227 PILE,STEEL H,HP 12 X 74 LFT 2660
228 CONCRETE,A,SUBSTRUCTURE CYS 240
229 CONCRETE,B,FOOTINGS CYS 90
230 REINFORCING BARS LBS 74169
231 REINFORCING BARS,EPDXY COATED LBS 228775
232 CONCRETE,C,SUPERSTRUCTURE CYS 961
233 CONCRETE,C,RAILING CYS 43
234 STRUCTURAL MEMBERS,CONCRETE I-BEAM,III,45 IN.X 16 IN. LFT 1505
235 SURFACE SEAL LS 1
236 ANCHOR PLATE,AP 1 EACH 56
237 PIPE,END BENT DRAIN,6 IN. LFT 504
238 MASONRY COATING SFT 6490
239 CONDUIT,PVC,2 IN. LFT 237
240 CONCRETE STAINING SFT 263
241 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2
242 FORMLINE,SPECIALTY,CITY SEAL EACH 2
243 FORMILINER,BRIDGE RAIL,REAR FACE LFT 229
244 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT
NO. UNIT QUANTITY PRICE TOTAL
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS 1
246 MOBILIZATION AND DEMOBILIZATION LS 1
248 DEBRIS REMOVE LS 1
250 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1
251 PRESENT STRUCTURE,REMOVE PORTIONS LS 1
252 EXCAVATION,WATERWAY CYS 1240
253 EXCAVATION,WET CYS 117
254 EXCAVATION,DRY CYS 78
255 AGGREGATE FOR END BENT BACKFILL CYS 108
256 DENSE GRADED SUBBASE CYS 118
257 CONCRETE IMPRINTING SET 2086
258 GUARDRAIL TRANSITION TYPE TGB EACH 4
259 BARRIER DELINEATOR EACH 10
260 CURB,INTEGRAL.CONCRETE LFT 105
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
262 RIPRAP,REVETMENT TON 1009
263 GEOTEXTILES SYS 1497
264 SLOPEWALL,CONCRETE,4 IN. SYS 329
265 PILE,CONCRETE,STEEL SHELL ENCASED,0.184 IN.,12 1N LFT 25
266 DYNAMIC PILE LOAD TEST EACH 2
267 TEST PILE,RESTRIKE EACH 2
268 TEST PILE EACH 2
269 PILE,STEEL H,HP 12 X 53 LFT 2504
270 PILE TIP,STEEL H EACH 40
271 CONCRETE,A,SUBSTRUCTURE CYS 305
272 CONCRETE,B,FOOTINGS CYS 14
273 FIELD DRILLED HOLE IN CONCRETE EACH 96
274 REINFORCING BARS LBS 28573
275 REINFORCING BARS,EPDXY COATED LBS 217786
276 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
277 CONCRETE,C,SUPERSTRUCTURE CYS 816
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Carmel
Instructions 7b Bidders:
This Jbrm shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be filly and accurately filled in and completed and notarized.
Project: Keystone Parkway and 136`1`Street Interchange , City of Carmel
Project#07-08F •
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at the
intersection of Keystone Parkway and 136`x' Street, reconstruction of
Keystone Parkway segments running north and south of the
interchange, and reconstruction of portions of 136t Street directly
east and west of the interchange. Project includes new construction
of a two-span bridge over Keystone and bridge reconstruction for the
existing Keystone bridges over Cool Creek.
Date: October 1_5, 2008
To: City of Cannel, Indiana, Board of Public Works and Safety
•
BID-I IN2003066I.C4.PI9.DOC
PART 1
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
1.3 Bidder is a/an [mark onej
Individual Partnership x Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture Other
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of Carmel,
Indiana,foreign corporations must register with the Secretary of the State of Indiana as
required by the Indiana General Corporation Act as stated therein and expressed in the
Attorney General's Opinion #2, dated January 23, 1958.]
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
•
Name:
Address:
•
•
BID-2 1N20030661.C4.17e.DOC
PART 2
BID PROPOSAL
2.1 Base Bid
The undersigned Bidder proposes to furnish all necessary labor, machinery, tools,
apparatus, materials, equipment, service, and other necessary supplies, and to perform
and fulfill all obligations incident thereto in strict accordance with and within the time(s)
provided by the terms and conditions of the Contract Documents for the above described
Work and Project, including any and all addenda thereto, for the Unit Prices applicable to
the Contract Items as stated in Part 3 hereof, which Unit Prices, when multiplied by
• estimated unit quantities for such Contract Items, total :Fourteen Million Nine Hundred Ninety
Five Thousand Five and 00/100 _ Dollars ($ 14,995,005.00 1. 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
he performed or furnished under the Contract.
Alternate 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 Million Three Hundred Thirty
Thousand Seven Hundred Forty Six and 00/100 Dollars ($ 15,330,746.00 ). 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 IN20030661.C4.FE.DOC
r"
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
1 CONSTRUCTION ENGINEERING LS 1 $ 104,100.00 $ 104,100.00
2 FIELD OFFICE,C MOS 15 $ 2,801.07 $ 42,016.05
3 FIELD OFFICE INTERNET SERVICE MOS 15 $ 112.04 $ 1,680.60
4 MOBILIZATION AND DEMOBILIZATION LS 1 $ 457,959.79 $ 457,959.79
5 CLEARING RIGHT OF WAY LS 1 $ 68,000.00 $ 68,000.00
6 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1 $ 32,180.00 $ 32,180.00
7 PAVEMENT REMOVAL SYS 14712 $ 11.00 $ 161,832.00
8 GUARDRAIL,REMOVE LFT 2013 $ 2.50 $ 5,032.50
9 EXCAVATION.COMMON CYS 34023 $ 12.00 $ 408,276.00
10 EXCAVATION,UNCLASSIFIED CYS 4936 $ 10.00 $ 49,360.00
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10 $ 150.00 $ 1,500.00
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89 $ 30.00 $ 2.670.00
13 TEMPORARY DITCH INLET PROTECTION EACH 18 $ 85.00 $ 1,530.00
14 TEMPORARY SEDIMENT TRAP TON 219 $ 30.00 $ 6,570.00
15 TEMPORARY SILT FENCE LA- 4586 $ 3.61 $ 16,555.46
16 SUBGRADE TREATMENT,TYPE I SYS 39335 $ 4.30 S 169.140.50
17 B BORROW CYS 8802 $ 23.50 $ 206.847.00
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658 $ 22.21 $ 147,874.18
19 STRUCTURE BACKFILL.TYPE 2 CYS 672 $ 28.00 $ 18,816.00
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995 $ 23.25 $ 418,383.75
21 STRUCTURE BACKFILL.TYPE 5 CYS 671 $ 74.00 $ 49,654.00
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL.LIME TON 5362 $ 94.50 $ 506,709.00
23 COMPACTED AGGREGATE,NO.53,BASE TON 10910 $ 18.75 $ 204,562.50
24 SUBBASE FOR PCCP CYS 1542 $ 47.17 $ 72,736.14
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118 $ 81.43 $ 9,608.74
26 MILLING,ASPHALT,1 1/2 IN. SYS 7144 S 2.78 $ 19,860.32
27 PROFILOGRAPH,HMA LS 1 $ 2.285.69 $ 2,285.69
28 HMA SURFACE.TYPE A TON 132 $ 88.79 $ 11,720.28
29 HMA SURFACE,TYPE C TON 701 $ 96.89 $ 67,919.89
30 HMA INTERMEDIATE,TYPE A TON 406 $ 59.94 $ 24,335.64
31 HMA INTERMEDIATE,TYPE C TON 950 $ 64.39 $ 61,170.50
32 HMA INTERMEDIATE.OG,TYPE C TON 1089 $ 70.80 $ 77,101.20
33 HMA BASE,TYPE C TON 2619 $ 55.62 $ 145,668.78
34 HMA INTERMEDIATE,OG,TYPED TON 3964 $ 64.18 $ 254,409.52
35 HMA FOR TEMPORARY PAVEMENT TON 6577 $ 68.52 $ 450,656.04
le
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
36 HMA SURFACE,TYPED TON 2796 $ 91.38 $ 255,498.48
37 HMA INTERMEDIATE,TYPED TON 3161 $ 63.97 $ 202,209.17
38 HMA BASE,TYPE D TON 12400 $ 51.33 $ 636,492.00
39 HMA WEDGE AND LEVEL,TYPE D TON 1073 $ 92.38 $ 99,123.74
40 ASPHALT FOR TACK COAT TON 27 $ 425.76 $ 11,495.52
41 PCCP,121N. SYS 6053 $ 48.91 $ 296052.23
42 PCCP TRUCK APRON.7 IN. SYS 790 $ 62.84 $ 49.643.60
43 PCCP,4 IN. SYS 196 $ 36.80 $ 7,212.80
44 0-1 CONTRACTION JOINT LFT 3751 $ 13.66 $ 51,238.66
45 CONCRETE IMPRINTING SET 10326 $ 3.67 $ 37,896.42
46 GUARDRAIL,W BEAM.6 FT.3 IN.SPACING LFT 1106 $ 17.00 $ 18.802.00
47 GUARDRAIL TRANSITION TYPE TGB EACH 1 $ 1,900.00 $ 1.900.00
48 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 $ 60.00 $ 60.00
49 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 $ 14,400.00 $ 28,800.00
50 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 $ 14,400.00 $ 28,800.00
51 GUARDRAIL END TREATMENT.OS EACH 3 $ 2.275.00 $ 6,825.00
52 HANDRAIL,PEDESTRIAN LET 133 $ 148.25 $ 19.717.25
53 ORNAMENTAL RAILING LFT 2135 $ 133.50 $ 285,022.50
54 BARRIER DELINEATOR EACH 55 $ 20.00 $ 1,100.00
55 CURB RAMP.CONCRETE,C SYS 89 $ 109.63 $ 9,757.07
56 CURB RAMP,CONCRETE,F SYS 21 $ 109.63 $ 2,302.23
57 CURB RAMP.CONCRETE.G SYS 15 $ 109.69 $ 1,645.35
58 CURB RAMP,CONCRETE,H SYS 53 $ 109.61 $ 5,809.33
59 CURB RAMP,CONCRETE,L SYS 21 $ 109.83 $ 2,306.43
60 CURB,INTEGRAL,B,CONCRETE LFT 957 $ 18.25 $ 17,465.25
61 CURB,CONCRETE,MODIFIED LFT 434 $ 33.55 $ 14,560.70
62 CURB AND GUTTER,B,CONCRETE LET 1562 $ 13.56 $ 21,180.72
63 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2692 $ 12.38 $ 33,326.96
64 CURB AND GUTTER,B,CONCRETE.MODIFIED LFT 1947 $ 11.82 $ 23,013.54
65 CURB AND GUTTER,C,CONCRETE,MODIFIED LFT 1145 $ 11.74 $ 13,442.30
66 CURB TURNOUT EACH 3 $ 3,309.81 $ 9,929.43
67 CURB AND GUTTER.CONCRETE,ROLL LFT 476 $ 22.63 $ 10.771.88
68 MODIFIED CURB TURNOUT EACH 76 $ 1,362.97 $ 103,585.72
69 PAVED SIDE DITCH,A LET 472 $ 6.50 $ 3068.00
70 HMA FOR APPROACHES.TYPE A TON 332 $ 109.74 $ 36,433.68
71 PCCP FOR APPROACHES,6IN. SYS 115 $ 58.53 $ 6,730.95
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No,07-08F Base Bid
Keystone Parkway and 136th Street interchange
I
TEl DESCRIPTION UNIT QUANTITY PRNCE TOTAL
72 MAILBOX ASSEMBLY,SINGLE EACH 3 $ 150.00 $ 450.00
73 MAILBOX ASSEMBLY,DOUBLE EACH 2 $ 200.00 $ 400.00
74 GEOTEXTILES SYS 310 $ 2.15 $ 656.50
75 RIPRAP,CLASS 2 TON 21 $ 85.00 $ 1,705.00
76 RIPRAP,REVETMENT TON 272 $ 28.00 5 7,616.00
77 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 500.00 $ 1,000.00
78 MULCHED SEEDING,T.CONVENTIONAL MIX SYS 13030 $ 0.32 $ 4,172.48
79 EROSION CONTROL BLANKET SYS 1198 $ 1.35 $ 1,617.30
80 FERTILIZER TON 2 5 700.00 $ 1,400.00
51 SEED MIXTURE, U LBS 808 5 4.00 $ 3,232.00
82 MULCHING MATERIAL TON 11 $ 450.00 $ 4,950.00
83 WATER kGAL 37 $ 10.00 $ 370.00
134 TOP SOIL CYS 7042 $ 7.50 $ 52,815.00
85 SODDING,NURSERY SYS 8902 $ 3.35 $ 29821.70
86 IRRIGATION CONDUIT LFT 500 $ 10.00 $ 5,00000
87 CORED HOLE IN CONCRETE EACH 1 $ 20300 $ 200.00
68 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1 $ 5,000.00 5 5,000.00
89 REINFORCED CONCRETE MOMENT SLAB, 12 IN. SYS 2118 $ 121.00 $ 256,278.00
90 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503 $ 19200 $ 96,576.00
91 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 323 $ 163.00 $ 52.649.00
92 MODIFIED 33IN.BRIDGE RAIL,TYPE I LET 1689 $ 95.00 $ 150,455.00
93 SEAL COAT,GRAFFITI RESISTANT SIT 59181 $ 0.60 S 35,508.60
94 SURFACE SEAL SET 19077 $ 0.45 $ 8.554.65
95 CULVERT.PRECAST BOX.REINFORCED CONCRETE,6 FT.X 4 FT. LFT 115 $ 375.00 $ 43,125.00
96 CULVERT.PRECAST BOX.REINFORCED CONCRETE,5 H.X 5 FT LFT 253 $ 365.00 $ 92,34500
97 TEMPORARY RETAINING WALL LS 1 5 145000.00 $ 145,000.00
98 PIPE,REINFORCED CONCRETE.CIRCULAR,36 IN. LET 96 $ 115.00 5 11,040.00
99 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 9107 $ 5.70 $ 51,90990
100 PIPE,TYPE 4,CIRCULAR,12 IN. LFT 20 $ 60.00 $ 1200,90
101 PIPE,UNDERDRAIN OUTLET,SIN. LFT 775 $ 15.15 $ 11.741.25
102 PIPE,REINFORCED CONCRETE.CIRCULAR, 12 IN. LET M1756 $ 28.00 $ 49,168.00
103 PIPE,REINFORCED CONCRETE,CIRCULAR, 15 IN LFT 535 $ 32.00 $ 17,120.00
104 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN. LET 380 $ 35.00 $ 13.300.00
105 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. LET 916 $ 50.00 $ 45,800.00
106 PIPE,TYPE 4,CIRCULAR,4 IN. LFT 593 $ 25.00 $ 14,92500
107 VIDEO INSPECTION FOR PIPE LFT 3688 $ 1.00 $ 3,688.00
r
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
108 OUTLET PROTECTOR.2 EACH 11 $ 400.00 $ 4,400.00
109 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000 $ 1.00 $ 3,000.00
110 AGGREGATE FOR UNDERDRAINS CYS 1018 S 30.00 $ 30.540.00
111 GEOTEXTILES FOR UNDERDRAIN SYS 10834 $ 1.00 $ 10.834.00
112 A20006 IN.PVC,PERFORATED LFT 2000 $ 7.00 $ 14,000.00
113 INLET TYPE HA EACH 8 $ 2,400.00 $ 19,200.00
114 CASTING,ADJUST TO GRADE EACH 3 $ 700.00 $ 2.100.00
115 INLET,A2 EACH 3 $ 1,600.00 $ 4600.00
116 INLET,J10 EACH 2 $ 1,400.00 $ 2,800.00
117 INLET,MID EACH 2 $ 1.900.00 $ 3,800.00
118 INLET,UA EACH 1 $ 2,000.00 $ 2,000.00
119 CATCH BASIN.E7 EACH 3 $ 1,400.00 $ 4,200.00
120 CATCH BASIN,K10 EACH 6 $ 1,500.00 $ 9,000.00
121 MANHOLE,C4 EACH 9 $ 1,800.00 $ 16,200.00
122 MANHOLE,J EACH 2 $ 4,500.00 $ 9,000.00
123 STRUCTURE,INLET,RECONSTRUCT LFT 2 $ 960.00 $ 1,920.00
124 MANHOLE.C2 EACH 7 $ 1,900.00 $ 13,30000
125 MANHOLE,J4 EACH 2 $ 3,800.00 S 7.600,00
126 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1 $ 25,000.00 $ 25,000.00
127 MASONRY COATING LS 19077 $ 1.40 $ 26,707.80
128 CONCRETE STAINING SFT 40105 $ 4.20 $ 168,441.00
129 FACE PANELS.CONCRETE SFT 46679 $ 17.10 $ 798,210.90
130 WALL ERECTION SIT 46679 $ 5.00 $ 233,395.00
131 LEVELING PAD,CONCRETE LET 3342 $ 128.00 $ 427,776.00
132 COARSE AGGREGATE.NO.8 TON 3330 $ 34.85 $ 116,050.50
133 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79 $ 85.79 $ 0777.41
134 MODULAR BLOCK WALL ERECTION SYS 79 $ 152.56 $ 12,052.24
135 CONSTRUCTION SIGN,C EACH 2 $ 325.00 $ 650.00
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5 $ 325.00 $ 1,625.00
137 TEMPORARY PAVEMENT MARKING,REMOVABLE.4 IN, LET 27459 $ 0.70 $ 19,221.30
138 TEMPORARY PAVEMENT MARKING.REMOVABLE.8 IN. LFT 4865 $ 1.60 $ 7,784.00
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20 $ 88.00 $ 1,760.00
140 CONSTRUCTION SIGN,A EACH 35 $ 165.00 S 5.775.00
141 CONSTRUCTION SIGN,B EACH 6 $ 40.00 $ 240.00
142 FLASHING ARROW SIGN DAY 60 $ 11.00 $ 660.00
143 MAINTAINING TRAFFIC LS 1 $ 102,309.97 $ 102.309.97
r
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
144 BARRICADE,Ill-A LFT 132 $ 14.25 $ 1,881.00
145 BARRICADE.III-B LIT 228 $ 16.75 $ 3,819.00
146 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 2579 $ 18.14 $ 46,783.06
147 TEMPORARY TRAFFIC BARRIER.TYPE 2 LFT 385 $ 30.27 $ 11,653.95
148 TEMPORARY TRAFFIC BARRIER.TYPE 1,ANCHORED LFT 297 $ 33.43 $ 9.928.71
149 TEMPORARY TRAFFIC BARRIER,TYPE 2.ANCHORED LFT 2772 $ 61.46 $ 170.367.12
150 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $ 6,900.00 $ 13,800.00
151 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 526 $ 12.60 $ 6,627.60
152 SIGN,PANEL.WITH LEGEND SET 215 $ 22.60 $ 4,859.00
153 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10 $ 420.00 $ 4,200.00
154 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.080 IN.THICKNESS SET 205 $ 17.50 $ 3,587.50
155 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.100 IN.THICKNESS SFT 109 $ 16.60 $ 1,809 40
156 STRUCTURAL STEEL.BREAKAWAY LBS 2019 $ 3.60 $ 7,268.40
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $ 1,984.00 $ 7,936.00
158 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2 $ 2.273.00 $ 4,546.00
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 $ 1,755.00 $ 1,755.00
160 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT.4 1/C LFT 775 $ 7.80 $ 6,045.00
161 CONDUIT,PVC.2 IN. LFT 775 S 5.00 $ 3.875,00
162 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 537 $ 14.50 $ 7,786.50
163 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT,4 1/C LET 537 $ 7.80 S 4,188.60
164 HANDHOLE,LIGHTING EACH 8 $ 789.00 $ 6,312.00
165 LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT. EACH 28 $ 944.00 $ 26,432.00
166 JUNCTION BOX EACH 2 $ 522.00 $ 1,044.00
167 WIRE.NO.4.COPPER,IN PLASTIC DUCT,IN TRENCH.4 1/C LFT 7452 $ 7.30 $ 54,399.60
168 UNDERPASS CIRCUIT INSTALLATION, 1 LUMINAIRE EACH 2 $ 895.00 $ 1,790.00
169 SERVICE POINT,II EACH 2 $ 4.466.00 $ 8,932.00
170 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3 $ 12.00 S 36.00
171 CONNECTOR KIT,UNFUSED EACH 28 $ 30.00 $ 840.00
172 CONNECTOR KIT,FUSED EACH 28 $ 30.00 $ 840.00
173 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60 $ 10.00 $ 600.00
174 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28 $ 50.00 $ 1,400.00
175 INSULATION LINK,NONWATERPROOFED EACH 56 $ 10.00 $ 560.00
176 INSULATION LINK,WATERPROOFED EACH 32 $ 50.00 $ 1,600.00
177 CABLE DUCT MARKER EACH 13 $ 70.00 $ 910.00
178 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 1920 $ 0.66 $ 1,267.20
179 CABLE INTEROUCT LFT 1370 $ 14.00 $ 19,180.00
C
PART 3
CONTRACT ITEMS AND UNIT PRICES
Cl 't of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
1NEOM DESCRIPTION UNIT QUANTITY PRICE TOTAL
180 HANOHOLE EACH 5 $ 688.00 $ 3,440.00
181 LUMINAIRE.ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17 $ 1,453.00 $ 24,701.00
182 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT,MONGOOSE EACH 11 $ 885.00 $ 9,735.00
183 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE, 150 WATT EACH 2 $ 950.00 $ 1,900.00
164 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $ 168.00 $ 672.00
185 LIGHT POLE,30 PT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11 $ 1.810,00 $ 19,910.00
186 LIGHT POLE,30 FL.E,M,H. 8 FT.MAST ARM,TRANSFORMER BASE, EACH 13 $ 7,377.00 $ 95,901.00
DECORATIVE POLE,MAST ARM,AND BASE
187 LIGHT POLE 15 FT.E.11,8_,4 FT.MAST ARM,TRANSFORMER EASE, EACH 4 $ 5,985.00 $ 23,940.00
DECORATIVE POLE,MAST ARM,AND RASE
188 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11 $ 44.00 $ 484.00
189 LINE.EPDXY,BROKEN,WHITE,4 IN. LFT 132 5 0.45 $ 59.40
190 TRANSVERSE MARKINGS.THERMOPLASTIC.CROSSWALK,WHITE,241N, LET 440 $ 385 $ 1,694.00
191 LINE,EPDXY,SOLID,WHITE,4 IN. LIT 2509 $ 0.45 5 1,129.05
192 LINE,EPDXY,SOLID,YELLOW,4 IN. LET 2784 $ 0,45 $ 1,252.80
193 LINE.EPDXY,SOLID,WHITE,8 IN. LFT 241 $ 0.75 $ 150.75
194 TRANSVERSE MARKING.REMOVE LHT 77 $ 4.00 5 306.00
195 LINE,THERMOPLASTIC,BROKEN.WHITE,4 IN. LFT 2283 $ 0.35 $ 799.05
196 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 7478 $ 0.35 $ 2.617.30
197 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. LET 2510 $ 0.94 S 2,359.40
198 LINE.THERMOPLASTIC,SOLID,WHITE,24 IN. LFT 217 $ 3.85 $ 835A5
199 LINE, PAINT,BROKEN.WHITE,4 IN. LFT 1520 5 0.27 $ 410.40
200 LINE,PAINT,SOLID,WHITE,4 IN. LET 8754 $ 0.27 $ 2,363.58
201 LINE,PAINT,SOLID,YELLOW,4 IN. LFT 5600 $ 0.27 $ 1,512.00
202 LINE,REMOVE LFT 4857 $ 042 $ 2,03924
203 LINE, EPDXY.SOLID,WHITE,24 IN. LET 28 $ 15.00 5 420.00
204 LINE,THERMOPLASTIC,SOLID,WHITE 6IN. LET 357 $ 0.85 $ 30345
205 LINE.THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 9441 $ 0.35 $ 3,304.35
206 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW.CROSSHATCH LET 30 $ 133 $ 99.90
LINE.12 IN.
207 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE.24 IN. LET 80 $ 3.85 $ 308.00
208 TRANSVERSE MARKINGS,THERMOPLASTIC,"SHARKS TEETH' LFT 51 5 7.77 $ 629.37
209 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6 $ 6200 $ 492.00
ARROW
210 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 $ 102.00 $ 204.00
211 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2 $ 246.00 $ 492.00
INDICATION ARROW
212 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233 5 16.70 $ 3,891.10
213 LINE,THERMOPLASTIC,SOLID,YELLOW,BIN. LET 236 $ 0.88 $ 207.68
214 LINE,THERMOPLASTIC,BROKEN,WHITE.12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105 $ 3.35 $ 351.75
215 RETAINING WALL MOCK UP LS 1 $ 24,500,30 $ 24,500.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
216 BRIDGE RAIL MOCK UP LS 1 $ 17,835.00 $ 17,835.00
217 FLAT-WORK MOCK UP LS 1 $ 5.252.47 $ 5.252.47
218 FORMLINER,WALL PANELS SFT 46679 $ 0.25 $ 11,669.75
219 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 825 $ 6.25 $ 5,156.25
220 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS.REAR FACE LFT 2169 $ 12.30 $ 26,678.70
136TH ST.BRIDGE ITEMS
221 CONSTRUCTION ENGINEERING LS 1 $ 30,200.00 $ 30,200.00
222 MOBILIZATION AND DEMOBILIZATION LS 1 $ 63,800.00 $ 63,800.00
223 EXCAVATION,DRY CYS 163 $ 47.00 $ 7,661.00
224 B BORROW CYS 55 $ 50.00 $ 2,750.00
225 AGGREGATE FOR END BENT BACKFILL CYS 178 $ 50.00 $ 8,900.00
226 DENSE GRADED SUBBASE CYS 32 $ 87.00 $ 2,784.00
227 CONCRETE IMPRINTING SFr 8925 $ 5.00 $ 44,625.00
228 ORNAMENTAL RAILING LFT 225 $ 133.50 $ 30,037.50
229 CURB,INTEGRAL,CONCRETE LFT 168 $ 22.50 $ 3,780.00
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 188 $ 126.00 $ 23,688.00
231 GEOTEXTILES SYS 390 $ 4.30 $ 1,677.00
232 DYNAMIC PILE LOAD TEST EACH 2 $ 6,925.00 $ 13,850.00
233 TEST PILE,RESTRIKE EACH 2 $ 4,435.00 $ 8,870.00
234 TEST PILE EACH 2 $ 1.920.00 $ 3340.00
235 PILE TIP,STEEL H EACH 62 $ 100.00 $ 6,200.00
236 PILE,STEEL H.HP 12 X 53 LFT 2380 $ 35.00 $ 83,300.00
237 PILE,STEEL H,HP 12 X 74 LFT 2660 $ 50.00 $ 133.000.00
238 CONCRETE.A,SUBSTRUCTURE CYS 24U $ 700.00 $ 168,000.00
239 CONCRETE,B,FOOTINGS CYS 90 $ 500.00 $ 45,000.00
240 REINFORCING BARS LBS 74169 $ 1.00 $ 74,169.00
241 REINFORCING BARS,EPDXY COATED LBS 228775 $ 1.10 $ 251,652.50
242 CONCRETE,C.SUPERSTRUCTURE CYS 961 $ 371.00 $ 356.531.00
243 CONCRETE,C,RAILING CYS 43 $ 1.000.00 $ 43,000.00
244 STRUCTURAL MEMBERS,CONCRETE I-BEAM,III,45 IN.X 16 IN. LFT 1505 $ 192.70 $ 290,013.50
245 SURFACE SEAL LS 1 $ 6.280.00 $ 6,280.00
246 ANCHOR PLATE,AP 1 EACH 56 $ 55.00 $ 3,080.00
247 PIPE,END BENT DRAIN,6 IN. LFT 504 $ 5.25 $ 2,646.00
248 MASONRY COATING SFT 6490 $ 1.40 $ 9,086.00
249 CONDUIT.PVC.2 IN. LFT 237 $ 5.00 $ 1,185.00
L
PART 1
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Base Bid
Keystone Parkway and 136th Street Interchange
ITE DESCRIPTION UNIT QUANTITY PR CE TOTAL
NO.250 CONCRETE STAINING SFT 263 $ 4.00 $ 1,052.00
251 STREET NAME SIGN,BRIDGE MOUNTED.DECORATIVE EACH 2 $ 5,850.00 $ 11,700.00
252 FORMLINE,SPECIALTY,CITY SEAL EACH 2 $ 400.00 $ 800.00
253 FORMILINER,BRIDGE RAIL,REAR FACE LFT 229 $ 23.00 $ 5,267.00
254 FORMILINER,BRIDGE RAIL,FRONT FACE LET 229 $ 23.00 $ 5,267.00
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS 1 $ 9,900.00 $ 9,900.00
-
256 MOBILIZATION AND DEMOBILIZATION LS 1 $ 94,000.00 $ 94,000.00
$ - $ -
258 DEBRIS REMOVE LS 1 $ 9,698.02 $ 9,698.02
$ - $ -
260 GUTTER TURNOUT.REINFORCED CONCRETE,REMOVE EACH 1 $ 845.00 $ 845.00
261 PRESENT STRUCTURE.REMOVE PORTIONS L5 1 $ 147,772.87 $ 147,772.87
262 EXCAVATION,WATERWAY CYS 1240 $ 14.40 $ 17,856.00
263 EXCAVATION,WET CYS 117 $ 700.00 $ 81,900.00
264 EXCAVATION,DRY CYS 78 $ 24.00 $ 1,872.00
265 AGGREGATE FOR END BENT BACKFILL CYS 108 $ 54.00 $ 5,832.00
266 DENSE GRADED SUBBASE CYS 118 $ 76.50 $ 9,027.00
267 CONCRETE IMPRINTING SFT 2086 $ 5.00 $ 10,430.00
268 GUARDRAIL TRANSITION TYPE TGB EACH 4 $ 1,900.00 $ 7.600.00
269 BARRIER DELINEATOR EACH 10 $ 10.28 $ 102.80
270 CURB,INTEGRAL,CONCRETE LFT 105 $ 44.03 $ 4,623.15
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 699 $ 90.00 $ 62.910.00
272 RIPRAP,REVETMENT TON 1009 $ 33.00 $ 33,297.00
273 GEOTEXTILES SYS 1497 $ 3.65 $ 5,464.05
274 SLOPEWALL.CONCRETE.4 IN. SYS 329 $ 82.50 $ 27,142.50
275 PILE,CONCRETE,STEEL SHELL ENCASED,0.184 IN.,12 IN. LFT 25 $ 210.00 $ 5,250.00
276 DYNAMIC PILE LOAD TEST EACH 2 $ 6,925.00 $ 13,850.00
277 TEST PILE,RESTRIKE EACH 2 $ 4,430.00 $ 8.860.00
278 TEST PILE EACH 2 $ 2.000.00 $ 4,000.00
279 PILE.STEEL H,HP 12 X 53 LET 2504 $ 65.00 $ 162,760.00
280 PILE TIP,STEEL H EACH 40 $ 100.00 $ 4,000.00
281 CONCRETE,A.SUBSTRUCTURE CYS 305 $ 800.00 $ 244,000.00
282 CONCRETE,B,FOOTINGS CYS 14 $ 1,000.00 $ 14,000.00
283 FIELD DRILLED HOLE IN CONCRETE EACH 96 $ 20.00 $ 1,920.00
284 REINFORCING BARS LBS 28573 $ 1.00 $ 28,573.00
-P_ART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange UNIT ITEM DESCRIPTION UNIT QUANTITY p0.CE TOTAL
285 REINFORCING BARS,EPDXY COATED LBS 217786 $ 1.10 $ 239.56420
286 THREADED TIE BAR ASSEMBLY.EPDXY COATED EACH 62 $ 95.00 $ 5.890.00
287 CONCRETE,C,SUPERSTRUCTURE CYS 616 $ 67500 $ 550.800,00
288 CONCRETE.C.RAILING CYS 29 $ 545.00 $ 15,805.00
289 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4 $ 2,000.00 $ 8,000.00
290 STRUCTURAL MEMBERS,CONCRETE k-BEAM,II,36 IN.X 12 IN. LFT 2352 $ 175.00 $ 411,600.00
291 SURFACE SEAL L5 1 $ 13,000.00 $ 13,000.00
292 ANCHOR PLATE,AP 1 EACH 64 $ 57.00 $ 3,648.00
293 PIPE,END BENT DRAIN,6 IN. LET 340 $ 4.00 $ 1,360.00
294 PIPE,PVC,6 IN. LET 125 $ 50.00 $ 6,250.00
295 CONDUIT,PVC,2 IN. LET 375 $ 11.00 $ 4,125,00
296 GRATES.BASINS,AND FITTINGS.CAST IRON LBS 578 $ 5.00 $ 2,880.00
297 BORROW CYS 19349 $ 7.50 $ 145,117.50
298 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1 $ 36,000.00 $ 36.00090
299 MODIFIED 33 IN BRIDGE RAIL,TYPE II LET 473 $ 136.00 $ 65008.00 I
TOTAL: $ 14,995,005.00
SUBMITTED BY: Rieth-Riley Construction Co.;
SIGNATUR
W
TITLE: Paul J.Tate, Regional VP Central IN
1751 W. Minnesota St.,PO Box 276
ADDRESS: Indianapolis, IN 46206
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
1 CONSTRUCTION ENGINEERING LS 1 $ 211,980.00 $ 211,980.00
2 FIELD OFFICE.C MOS 15 $ 2,866.36 $ 42,99540
3 FIELD OFFICE INTERNET SERVICE MOS 15 $ 114.65 $ 1,719.75
4 MOBILIZATION AND DEMOBILIZATION LS 1 $ 606.208.16 $ 606,208.16
5 CLEARING RIGHT OF WAY LS 1 $ 129,500.00 $ 129300.00
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 $ 35,520.00 $ 35,520.00
7 PAVEMENT REMOVAL SYS 14712 $ 11.00 $ 161,832.00
8 GUARDRAIL,REMOVE LFT 2013 $ 2.50 $ 5,032.50
9 EXCAVATION,COMMON CYS 33184 $ 10.46 $ 347,104.64
10 EXCAVATION.UNCLASSIFIED CYS 4936 $ 10.00 $ 49,360.00
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10 $ 242.00 $ 2,420.00
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89 $ 30.00 $ 2,670.00
13 TEMPORARY DITCH INLET PROTECTION EACH 18 $ 92.30 $ 1,661.40
14 TEMPORARY SEDIMENT TRAP TON 219 $ 30.00 $ 6.570.00
15 TEMPORARY SILT FENCE LFT 4586 $ 3.78 $ 17,335.08
16 SUBGRADE TREATMENT,TYPE I SYS 39335 $ 4.30 $ 169,140.50
17 B BORROW CYS 8802 $ 23.50 $ 206,847.00
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658 $' 35.92 $ 239,155.36
19 STRUCTURE BACKFILL,TYPE 2 CYS 672 $ 28.00 $ 18,816.00
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995 $ 40.82 $ 734,555.90
21 STRUCTURE BACKFILL,TYPE 5 CYS 671 $ 74.00 $ 49,654.00
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5362 $ 94.50 $ 506,709.00
23 COMPACTED AGGREGATE,NO.53,BASE TON 7298 $ 19.19 $ 140,048.62
24 SUBBASE FOR PCCP CYS 1542 $ 48.27 $ 74,432.34
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118 $ 83.32 $ 9,831.76
26 MILLING,ASPHALT,1 1/2 IN. SYS 7144 $ 3.16 $ 22,575.04
27 PROFILOGRAPH,HMA LS 1 $ 2,338.97 $ 2,338.97
28 HMA SURFACE,TYPE A TON 132 $ 95.72 $ 12335.04
29 HMA SURFACE,TYPE C TON 701 $ 103.55 $ 72,588.55
30 HMA INTERMEDIATE,TYPE A TON 406 $ 64.73 $ 26,280.38
31 HMA INTERMEDIATE,TYPE C TON 950 $ 69.18 $ 65.721.00
32 HMA INTERMEDIATE,OG,TYPE C TON 1089 $ 75.71 $ 82,448.19
33 HMA BASE.TYPE C TON 2619 $ 60.75 $ 159,104.25
34 HMA INTERMEDIATE.OG,TYPE D TON 3964 $ 68.93 $ 273.238.52
35 HMA SURFACE,TYPED TON 2796 $ 95.68 $ 267,521.28
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
36 HMA INTERMEDIATE,TYPED TON 3161 $ 66.85 $ 211,312.85
37 HMA BASE,TYPED TON 12400 $ 56.27 $ 697,748.00
38 HMA WEDGE AND LEVEL,TYPED TON 1073 $ 96.87 $ 103.941.51
39 ASPHALT FOR TACK COAT TON 27 $ 435.69 $ 11,763.63
40 PCCP,12 IN. SYS 6053 $ 50.80 $ 307,492.40
41 PCCP TRUCK APRON,7 IN. SYS 790 $ 64.99 $ 51,342.10
42 PCCP.4 IN. SYS 196 $ 38.05 $ 7,457.80
43 D-1 CONTRACTION JOINT LFT 3751 $ 15.33 $ 57,502.83
44 CONCRETE IMPRINTING SFr 10326 $ 3.76 $ 38,825.76
45 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LFT 1106 $ 20.00 $ 22,120.00
46 GUARDRAIL TRANSITION TYPE TGB EACH 1 $ 1,900.00 $ 1,900.00
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 $ 60.00 $ 60.00
48 IMPACT ATTENUATOR.R2,W1,TL-3 EACH 2 $ 14,400.00 $ 28,800.00
49 IMPACT ATTENUATOR,R2,W2,TL-3 EACH 2 $ 14.400.00 $ 28,800.00
50 GUARDRAIL END TREATMENT.OS EACH 3 $ 2.275.00 $ 6,825.00
51 HANDRAIL.PEDESTRIAN LFT 133 $ 148.25 $ 19.71725
52 ORNAMENTAL RAILING LFT 2135 $ 133.50 $ 285,022.50
53 BARRIER DELINEATOR EACH 55 $ 20.00 $ 1.100.00
54 CURB RAMP,CONCRETE,C SYS 89 $ 112.76 $ 10,035.64
55 CURB RAMP.CONCRETE,F SYS 21 $ 112.76 $ 2,367.96
56 CURB RAMP,CONCRETE,G SYS 15 $ 112.83 $ 1,692.45
57 CURB RAMP,CONCRETE.H SYS 53 $ 112.74 $ 5.975.22
58 CURB RAMP,CONCRETE.L SYS 21 $ 112.98 $ 2,372.58
59 CURB,INTEGRAL,B.CONCRETE LFT 957 $ 18.38 $ 17.589.66
60 CURB,CONCRETE,MODIFIED LFT 434 $ 34.53 $ 14,986.02
61 CURB AND GUTTER,B.CONCRETE LFT 1562 $ 14.05 $ 21,946.10
62 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2692 $ 12.85 $ 34,592.20
63 CURB AND GUTTER,B,CONCRETE,MODIFIED LFT 1947 $ 12.28 $ 23,909.16
64 CURB AND GUTTER,C,CONCRETE,MODIFIED LFT 1145 $ 12.19 $ 13,957.55
65 CURB TURNOUT EACH 3 $ 3,305.99 $ 9.917.97
66 CURB AND GUTTER,CONCRETE,ROLL LFT 476 $ 23.35 $ 11,114.60
67 MODIFIED CURB TURNOUT EACH 76 $ 1,378.84 $ 104,791.84
68 PAVED SIDE DITCH,A LFT 472 $ 52.39 $ 24,728.08
69 HMA FOR APPROACHES,TYPE A TON 332 $ 115.95 $ 38,495.40
70 PCCP FOR APPROACHES,6 IN. SYS 115 $ 60.47 $ 6,954.05
71 MAILBOX ASSEMBLY,SINGLE EACH 3 $ 150.00 $ 450.00
PART 3A
CONTRACT ITEMS AND UNIT PRICE
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136!h Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO DESCRIPTION PRICE
72 MAILBOX ASSEMBLY,DOUBLE EACH 2 $ 200.00 $ 400.00
73 GEOTEXTILES SYS 310 $ 2.15 $ 656.50
74 RIPRAP.CLASS 2 TON 21 $ 85.00 $ 1,785.00
75 RIPRAP.REVETMENT TON 272 $ 28.00 $ 7,616.00
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 575.00 $ 1,150.00
77 MULCHED SEEDING.T,CONVENTIONAL MIX SYS 13039 $ 0,31 $ 4.042.09
78 EROSION CONTROL BLANKET SYS 1198 $ 1.18 5 1.41164
79 FERTILIZER TON 2 $ 1,725.00 $ 3,450.00
80 SEED MIXTURE,U LBS 808 $ 3.48 $ 2,811.84
81 MULCHING MATERIAL TON 11 $ 435.00 $ 4,785.00
_
82 WATER kGAL 37 $ 10.00 $ 370.00
83 TOP SOIL CYS 7042 $ 7,50 5 52,815.00
84 SODDING,NURSERY SYS 8902 $ 3.52 $ 31,33504
85 IRRIGATION CONDUIT LFT 500 $ 40.00 $ 20,000,00
86 CORED HOLE IN CONCRETE EACH 1 $ 200.00 $ 200.00
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1 $ 5,000.00 $ 5,000.00
88 REINFORCED CONCRETE MOMENT SLAB.12 IN. SYS 2118 $ 121_00 $ 256.278.00
89 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503 $ 19200 $ 96,575.00
90 MODIFIED PS-2 BRIDGE RAIL.TYPE II LIT 320 $ 163.00 $ 52,649.00
91 MODIFIED 33 IN.BRIDGE RAIL,TYPE I LFT 1689 $ 9500 $ 150,455.00
92 SEAL COAT,GRAFFITI RESISTANT SFT 59181 $ 0,60 5 35,506.60
93 SURFACE SEAL SFT 19077 $ 0,45 $ 8,584.65
94 CULVERT,PRECAST BOX, REINFORCED CONCRETE,6 FT.X 4 FT. LET 115 $ 375.00 $ 43,125.00
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253 $ 365.00 $ 92,345.00
96 PIPE.REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 96 $ 115.00 $ 11,040.00
97 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 9107 $ 5.70 $ 51.909.90
98 PIPE,TYPE 4,CIRCULAR.12 IN, LET 20 $ 60.00 $ 1,200.00
99 PIPE,UNDERDRAIN OUTLET.6 IN. LFT 775 $ 15.15 $ 11.741.25
100 PIPE,REINFORCED CONCRETE,CIRCULAR,12 IN. LFT 1755 $ 28.00 $ 49,168.00
101 PIPE.REINFORCED CONCRETE,CIRCULAR,15 IN LFT 535 5 32.00 $ 17,120.00
102 PIPE.REINFORCED CONCRETE,CIRCULAR,18 IN. LFT 380 $ 35.00 $ 13,300.00
103 PIPE.REINFORCED CONCRETE,CIRCULAR.24 IN. LFT 916 $ 50.00 5 45,800.00
104 PIPE.TYPE 4.CIRCULAR,4 IN. LFT 593 $ 25.00 $ 14,82500
105 VIDEO INSPECTION FOR PIPE LFT 3588 $ 1.00 $ 3,588.00
106 OUTLET PROTECTOR,2 EACH 11 $ 400.00 $ 4,400.00
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000 $ 1.00 S 3,000.00
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid CI
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
108 AGGREGATE FOR UNDERDRAINS CYS 1018 $ 30.00 $ 30,540.00
109 GEOTEXTILES FOR UNDERDRAIN SYS 10834 $ 1.00 $ 10.834.00
110 A2000 6 IN,PVC,PERFORATED LFT 2000 $ 7.00 $ 14,000.00
111 INLET TYPE HA EACH 8 $ 2,400.00 $ 19,200.00
112 CASTING,ADJUST TO GRADE EACH 3 $ 700.00 S 1100.00
113 INLET,J10 EACH 2 $ 1,400.00 $ 2,800.00
114 INLET,M10 EACH 2 $ 1,900.00 $ 3,800.00
115 INLET,UA EACH 1 $ 2,000.00 $ 2,000.00
116 CATCH BASIN,E7 EACH 3 $ 1,400.00 $ 4,200.00
117 CATCH BASIN.K10 EACH 6 $ 1,500.00 $ 9.000.00
118 MANHOLE,C4 EACH 9 $ 1.800.00 $ 16,200.00
119 MANHOLE,J EACH 2 $ 4,500.00 $ 9,000.00
120 STRUCTURE.INLET,RECONSTRUCT LFT 2 $ 960.00 $ 1,920.00
121 MANHOLE,C2 EACH 7 $ 1.900.00 $ 13,300,00
122 MANHOLE,J4 EACH 2 $ 3,800.00 $ 1600.00
123 STORMWATER TREATMENT SYSTEM.TYPE I EACH 1 $ 25,000.00 $ 25,000.00
124 MASONRY COATING LS 19077 $ 1.40 $ 26,707.80
125 CONCRETE STAINING SFT 40105 $ 4.20 $ 168.441,00
126 FACE PANELS,CONCRETE SFT 46679 $ 17,10 $ 798,210.90
127 WALL ERECTION SFT 46679 $ 5.00 $ 233,395.00
128 LEVELING PAD,CONCRETE LFT 3342 $ 128.00 $ 427;776.00
129 COARSE AGGREGATE,NO.8 TON 3330 $ 34.85 S 116,050.50
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79 $ 140.55 $ 11,103.45
131 MODULAR BLOCK WALL ERECTION SYS 79 $ 156,11 $ 12,332.69
132 CONSTRUCTION SIGN,C EACH 16 $ 575.00 $ 9,200.00
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2 $ 975.00 $ 1,950,00
134 TEMPORARY PANEL SIGNS SYS 124 $ 24.00 $ 2,976.00
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256 $ 15.00 $ 3,840.00
136 TEMPORARY PAVEMENT MARKING.REMOVABLE,8 IN. LFT 1500 $ 2.02 $ 3,030.00
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6 $ 525.00 $ 3,150.00
138 CONSTRUCTION SIGN,A EACH 1 $ 875.00 $ 875.00
139 FLASHING ARROW SIGN DAY 120 $ 11.00 $ 1,320.00
140 MAINTAINING TRAFFIC LS 1 $ 104,694.73 $ 104,694.73
141 BARRICADE,III-A LFT 48 $ 14.25 $ 684.00
142 BARRICADE,III-B LFT 108 $ 16.75 $ 1,809.00
143 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $ 6,900.00 $ 13,800.00
1
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
144 SIGN POST,SQUARE,1.REINFORCED ANCHOR BASE LFT 526 $ 12.60 $ 6,627.60
145 SIGN,PANEL,WITH LEGEND SFT 215 $ 22.60 $ 4,859.00
146 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10 $ 420.00 $ 4,200.00
147 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SFr 205 $ 17.50 $ 3,58750
148 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SET 109 $ 16.60 $ 1,809.40
149 STRUCTURAL STEEL,BREAKAWAY LBS 2019 S 3.60 $ 7,268.40
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL, INSTALLED EACH 4 $ 1,984.00 $ 7,935.00
151 DECORATIVE STREET SIGN ASSEMBLY.INSTALLED EACH 2 $ 2.273.00 S 4,546.00
152 TRANSPORTATION CF SALVAGEABLE SIGNAL EQUIPMENT LS 1 $ 1,755.00 $ 1,755.00
153 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT.4 1/C LFT 775 $ 7.80 5 6,045.00
154 CONDUIT, PVC,21N. LFT 775 $ 5.00 $ 3.87500
155 CONDUIT.STEEL,GALVANIZED.2 IN. LFT 537 $ 14.50 $ 7,786-50
156 WIRE,NO.4 COPPER.IN PLASTIC DUCT,IN CONDUIT,41/C LFT 537 $ 7.80 $ 4,188.60
157 HANDHOLE,LIGHTING EACH 8 $ 789,00 $ 6,312.00
158 LIGHT STANDARD FOUNDATION.3 FT.DIA_X 8 FT. EACH 28 $ 944.00 $ 26,432.00
159 JUNCTION BOX EACH 2 $ 522.00 $ 1,044.00
160 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,41/C LFT 7452 $ 7.30 $ 54,399.60
161 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $ 895.00 $ 1,790.00
162 SERVICE POINT,II EACH 2 $ 4,466.00 $ 8.932.00
163 TRANSITION FITTINGS.GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3 $ 12.00 S 36.00
164 CONNECTOR KIT,UNFUSED EACH 28 S 30.00 $ 840.00
165 CONNECTOR KIT,FUSED EACH 25 $ 30.00 5 840.00
166 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60 $ 10.00 5 600.00
167 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28 $ 50.00 $ 1,400.00
168 INSULATION LINK,NONWATERPROOFED EACH 56 $ 10.00 $ 560.00
169 INSULATION LINK,WATERPROOFED EACH 32 $ 50.00 $ 1,600.00
170 CABLE DUCT MARKER EACH 13 $ 70.00 $ 910.00
171 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 1920 $ 0.66 $ 1,267.20
172 CABLE INTERDUCT LFT 1370 $ 14.00 5 19.180.00
173 HANDHOLE EACH 5 $ 688.00 $ 3.440.00
174 LUMINAIRE,ROADWAY,METAL HALIDE.250 WATT.PORT HURON EACH 17 $ 1.453.00 $ 24,701.00
175 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT,MONGOOSE EACH 11 $ 885.00 $ 9,735 00
175 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 2 $ 350.00 $ 1,900.00
177 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $ 168.00 5 672.00
178 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11 S 1.81100 $ 11910.00-
179 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 13 $ 7,377.00 $ 95.901 00
DECORATIVE POLE,MAST ARM.AND BASE
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-06F Alternate Bid#1
Keystone Parkway and 136th Street interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
180 LIGHT POLE,15 FT,E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4 $ 5.985.00 $ 23,940 a0
DECORATIVE POLE,MAST ARM,AND BASE
181 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 11 $ 44.00 $ 484.00
182 LINE,EPDXY,BROKEN,WHITE,41N. LFT 132 $ 0.45 $ 59.40
1B3 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 440 $ 3.85 $ 1,694.00
184 LINE,EPDXY,SOLID,WHITE.4 IN. LFT 2509 $ 0.45 $ 1,129.05
185 LINE,EPDXY,SOLID,YELLOW,4 IN. LET 2764 $ 0.45 5 1,252.80
186 LINE,EPDXY,SOLID,WHITE,BIN. LET 241 $ 0.75 $ 180.75
187 TRANSVERSE MARKING,REMOVE LFT 77 $ 4.00 $ 308.00
188 LINE,THERMOPLASTIC.BROKEN,WHITE,4 IN. LFT 2283 $ 0.35 $ 799_05
189 LINE,THERMOPLASTIC,SOLID,WHITE.4 IN. LFT 7478 $ 0.35 $ 2,617.30
190 LINE.THERMOPLASTIC.SOLID.WHITE,BIN. LFT 2510 $ 0.94 S 2,359.40
_
191 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LET 217 $ 3.85 S 835.45
192 LINE,REMOVE LFT 800 $ 075 $ 600.00
193 LINE,EPDXY,SOLID.WHITE.24 IN LFT 28 $ 15.00 $ 420.00
194 LINE,THERMOPLASTIC,SOLID,WHITE,5IN. LFT 357 5 0.85 $ 303.45
195 LINE,THERMOPLASTIC.SOLID,YELLOW,4 IN. LFT 9441 $ 0.35 $ 3.304.35
196 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH LFT 30 $ 3.33 $ 99.90
LINE,121N.
197 TRANSVERSE MARKINGS.THERMOPLASTIC.STOP LINE,24 IN. LET 80 $ 3.85 $ 308.00
198 TRANSVERSE MARKINGS,THERMOPLASTIC."SHARKS TEETH" LET 81 $ 7.77 $ 62937
199 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6 $ 82.00 $ 492.00
ARROW
200 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.WORD(ONLY) EACH 2 $ 102.00 $ 204.00
201 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2 $ 246.00 $ 492170
INDICATION ARROW -
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233 $ 40.00 $ 9,320.00
203 LINE,THERMOPLASTIC,SOLID.YELLOW,8 IN. LET 236 $ 0.88 $ 207.68
204 LINE,THERMOPLASTIC,BROKEN,WHITE. 12 IN.,3 FT.STRIPE-3 FT.GAP LIT 105 $ 3.35 $ 351.75
205 RETAINING WALL MOCK UP L5 1 $ 24,500.00 $ 24,500.00
206 BRIDGE RAIL MOCK UP LS 1 $ 16 485.00 S 16,485.00
207 FLAT-WORK MOCK UP LS 1 $ 5.374.90 $ 5,374.90
208 FORMLINER.WALL PANELS SFT 46579 $ 0.25 $ 11,669.75
209 FORMLINER,MODIFIED P5-2 RAILING FOR ROADWAYS,FRONT FACE LET 825 5 5.25 $ 5,156.25
210 FORMLINER.33 IN.BRIDGE RAIL FOR RAMPS.REAR FACE LFT 2169 $ 12.30 $ 25,678.70
PART A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITYI UNIT PRICE TOTAL
NO.
136TH ST.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1 $ 15,900.00 $ 15,900.00
212 MOBILIZATION AND DEMOBILIZATION LS 1 $ 63,800.00 $ 63,800.00
213 EXCAVATION,DRY CYS 163 $ 47.00 $ 7,661.00
214 B BORROW CYS 55 $ 50.00 $ 2.750,00
215 AGGREGATE FOR END BENT BACKFILL CYS 178 $ 50.00 $ 8,900.00
216 DENSE GRADED SUBBASE CYS 32 $ 87.00 $ 2,784.00
217 CONCRETE IMPRINTING SET 8925 5 5.00 $ 44,625.00
218 ORNAMENTAL RAILING LFT 225 $ 133.50 $ 30,037.50
219 CURB.INTEGRAL.CONCRETE LFT 168 $ 22.50 $ 3,780.00
220 REINFORCED CONCRETE BRIDGE APPROACH SYS 188 $ 126.00 $ 23,688.00
221 GEOTEXTILES SYS 390 $ 4.30 $ 1,677.00
222 DYNAMIC PILE LOAD TEST EACH 2 $ 6.925,00 $ 13,850.00
223 TEST PILE,RESTRIKE EACH 2 $ 4,435.00 $ 8,870.00
224 TEST PILE EACH 2 $ 1.920.00 $ 3,840.00
225 PILE TIP.STEEL H EACH 62 $ 100.00 $ 6,200.00
226 PILE.STEEL H,HP 12 X 53 LEI- 2380 $ 35.00 $ 83,300.00
227 PILE,STEEL H,HP 12 X 74 LFT 2660 $ 50.00 $ 133,000.00
228 CONCRETE,A.SUBSTRUCTURE CYS 240 $ 700.00 $ 168,000.00
229 CONCRETE,B.FOOTINGS CYS 90 $ 500.00 $ 45,000,00
230 REINFORCING BARS LBS 74169 $ 1.00 $ 74,169.00
231 REINFORCING BARS,EPDXY COATED LBS 228775 $ 1.10 $ 251,652.50
232 CONCRETE.C,SUPERSTRUCTURE CYS 961 $ 475.00 $ 456,475.00
233 CONCRETE,C,RAILING CYS 43 $ 1,000.00 $ 43,000.00
234 STRUCTURAL MEMBERS,CONCRETE I-BEAM,III,45 IN.X 16 IN. LET 1505 $ 195.00 5 293,475.00
235 SURFACE SEAL LS 1 $ 6,280.00 $ 6,280.00
236 ANCHOR PLATE,AP 1 EACH 56 $ 55.00 $ 3,080.00
237 PIPE,END BENT DRAIN,6 IN. LFT 504 $ 5.25 $ 2,646.00
238 MASONRY COATING SET 6490 $ 1.40 $ 9,086.00
239 CONDUIT.PVC,2 IN. LFT 237 $ 5.00 $ 1,185.00
240 CONCRETE STAINING SET 263 $ 4.00 $ 1,052.00
241 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $ 2,350.00 $ 4,700.00
242 FORMLINE,SPECIALTY.CITY SEAL EACH 2 $ 400.00 $ 800.00
243 FORMILINER,BRIDGE RAIL,REAR FACE LFT 229 $ 23.00 $ 5,267.00
244 FORMILINER,BRIDGE RAIL.FRONT FACE LFT 229 $ 23.00 $ 5,267.00
PART A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
INS DESCRIPTION UNIT QUANTITY PRNCE TOTAL
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS 1 $ 11,000.00 $ 11,000.00
246 MOBILIZATION AND DEMOBILIZATION LS 1 $ 83.000.00 $ 83,000.00
$ - 5 -
248 DEBRIS REMOVE LS 1 $ 9.700.00 $ 9.700.00
$ - $ -
250 GUTTER TURNOUT.REINFORCED CONCRETE,REMOVE EACH 1 $ 84500 $ 845.00
251 PRESENT STRUCTURE.REMOVE PORTIONS LS 1 $448,000.00 $ 448,000.00
252 EXCAVATION.WATERWAY CYS 1240 $ 14.40 $ 17,856.00
253 EXCAVATION.WET CYS 117 $ 700.00 $ 81.900.00
254 EXCAVATION,DRY CYS 78 $ 24.00 $ 1.872.00
255 AGGREGATE FOR END BENT BACKFILL CYS 108 $ 54.00 $ 5,832.00
256 DENSE GRADED SUBBASE CYS 118 $ 77.00 $ 9,086.00
257 CONCRETE IMPRINTING SET 2086 $ 5.00 $ 10,430.00
258 GUARDRAIL TRANSITION TYPE TGB EACH 4 $ 1.900.00 $ 7,600.00
259 BARRIER DELINEATOR EACH 10 $ 20.00 $ 200.00
260 CURB,INTEGRAL.CONCRETE LFT 105 $ 33.00 $ 3,465.00
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 699 $ 90.00 $ 62.910.00
262 RIPRAP,REVETMENT TON 1009 $ 33.52 $ 33,821.68
263 GEOTEXTILES SYS 1497 $ 2.65 $ 3,967.05
264 SLOPEWALL,CONCRETE,4 IN. SYS 329 $ 82.50 $ 27,142.50
265 PILE CONCRETE,STEEL SHELL ENCASED,0.184 IN.,12 IN. LFT 25 $ 210.00 $ 5,250.00
266 DYNAMIC PILE LOAD TEST EACH 2 $ 6,925.00 $ 13.850.00
267 TEST PILE,RESTRIKE EACH 2 $ 4,430.00 $ 8.860.00
268 TEST PILE EACH 2 $ 2,000.00 $ 4,000.00
269 PILE.STEEL H.HP 12 X 53 LFT 2504 $ 65.00 $ 162,760.00
270 PILE TIP.STEEL H EACH 40 $ 100.00 $ 4,000.00
271 CONCRETE,A.SUBSTRUCTURE CYS 305 $ 800.00 $ 244,000.00
272 CONCRETE,B,FOOTINGS CYS 14 $ 1,000.00 $ 14,000.00
273 FIELD DRILLED HOLE IN CONCRETE EACH 96 $ 20.00 $ 1,920.00
274 REINFORCING BARS LBS 28573 $ 1.00 $ 28,573.00
275 REINFORCING BARS,EPDXY COATED LBS 217786 $ 1.10 $ 239,564.60
276 THREADED TIE BAR ASSEMBLY.EPDXY COATED EACH 62 $ 95.00 $ 5890.00
277 CONCRETE.C,SUPERSTRUCTURE CYS 816 $ 675.00 $ 550.800.00
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City o/Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
278 CONCRETE,C.RAILING CYS 29 $ 545.00 $ 15,805.00
279 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4 $ 2,000.00 S 8,000.00
280 STRUCTURAL MEMBERS,CONCRETE I-BEAM.II,36 IN.X 12 IN. LFT 2352 $ 175.00 $ 411,600.00
281 SURFACE SEAL LS 1 $ 13,000.00 $ 13,000.00
282 ANCHOR PLATE.AP 1 EACH 64 $ 57.00 $ 3,648.00
283 PIPE.END BENT DRAIN,6[N. LFT 340 $ 4.00 $ 1,360.00
284 PIPE,PVC.6 IN. LFT 125 $ 22.93 $ 2,866.25
285 CONDUIT,PVC.2 IN. LFT 375 $ 5.00 S 1.875.00
286 GRATES.BASINS,AND FITTIGS,CAST IRON LBS 576 $ 5.00 $ 2,880.00
287 BORROW CYS 19349 $ 7.50 $ 145,117.50
288 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1 $ 36.000.00 $ 36.000.00
289 MODIFIED 33 IN.BRIDGE RAIL.TYPE II LFT 478 $ 136.00 $ 65,008.00
TOTAL: $ 15,330,746.00
SUBMITTED BY: Rieth-Riley Construction,Ca,Inc.
SIGNA R
TITLE: Paul J.Tate, Regional VP Central IN
1751 W.Minnesota St., PO Box 276
ADDRESS: Indianapolis, IN 46206
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-0BF Alternate 2A Base Bid Adjustment
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
NO. DESCRIPTION PRICE
9 EXCAVATION,COMMON CYS 1661 $ 11.00 $ 18,271.00
23 COMPACTED AGGREGATE.NO.53,BASE TON 10331 $ 19.00 $ 196,289.00
32 HMA INTERMEDIATE,OG,TYPE C TON (134) $ 71.00 $ (9.514.00)
33 HMA BASE,TYPE C TON (1479) $ 56.00 $ (81824.00)
34 HMA INTERMEDIATE.OG,TYPED TON (1497) $ 64.00 $ (95.808.00)
38 HMA BASE,TYPED TON (3077) $ 64.00 $ (196,928.00)
297 BORROW CYS (1392) $ 7.50 $ (10,440.00)
298 GEOGRID,INSTALLATION SYS 20650 $ 4.25 $ 87,762.50
TOTAL ADJUSTMENT TO BASE BID: $ (91191.50)
SUBMITTED BY: Rieth-Riley Construction Co., Inc.
SIGNATUR- roe
ye.
•
W
TITLE: Paul J.Tate,Regional VP Central IN
1751 W.Minnesota St.,PO Box 276
ADDRESS: Indianapolis, IN 46206
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate 2B Alternate Bid$1 Adjustment
Keystone Parkway and 130th Street Interchange
ITEM UNIT QUANTITY UNIT TOTAL
N0. DESCRIPTION PRICE
9 EXCAVATION,COMMON GYS 1661 $ 11.80 S 19.271.00
23 COMPACTED AGGREGATE,NO,53,BASE TON 10331 $ 1100 $ 196,289.00
32 HMA INTERMEDIATE,OG,TYPE C TON (134) $ 71.00 $ (9,514.00)
33 HMA BASE,TYPE C TON (1479) $ 59.00 $ (62324.00)
34 HMA INTERMEDIATE,OG,TYPED TON (1497) $ 64.00 $ (95,806,00)
37 HMA BASE.TYPED TON (3077) $ 94.00 $ (196,928.00)
287 BORROW CYS (1392) $ 7.50 $ (10.440.00)
288 GEOGRID,INSTALLATION SYS 20650 $ 4.25 $ 87,762.50
TOTAL ADJUSTMENT TO ALTERNATE BID#1 : $ (93.191.50)
SUBMITTED BY: Rieth-Riley Construction Co., Inc.
•
„anter,dr— •
SIGNATURE a i
•
TITLE: Paul J. Tate,Regional VP Central-10 •
1751 W. Minnesota St., PO Box 276
ADDRESS: Indianapolis, IN 46206
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 10/03/2008
2 10/10/08
3 10/13/08
BID-4 c4.re,DOc
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 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.
B I D-5 rN20030 66 I.C4.FEDOC
BID PROPOSAL SUMMARY PAGE
Complete the following information and place as the cover page to your bid
packet. Insert all documents into an envelope with project name and your
company name clearly marked on the outside. Seal the envelope.
Company:
MS dons /nic t Ltd.
Project Name: A/eeys/one. / r/cun✓ay and /3(d '-� �Sf2 1T ferc6i.iy=
Cr of earn , Prc2jec# #a7-0? F
Date Submitted: or i b,e, r 15, c9.06?
Base Bid Amount: J *J `� 3 te/ c-3 _7
-e Q 9
Alternate T Bid f97
Amount:
Alternate 2a Bid — 4 -7 D I`t 6. j L
Amount:
Alternate 2b Bid — $ 417 (46 . 3 Z
Amount:
Revised 1 06/2008
BIDDER'S ITEMIZED PROPOSAL
AND DECLARATIONS
City of Cannel
•
Instructions To Bidders:
This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts
shall be fidly and accurately filled in and completed and notarized.
Project: Keystone Parkway and 136"Street Interchange, City of Carmel
Project #07-08F
Proposal For Construction of:
Construction of a teardrop-shaped roundabout interchange at the
intersection of Keystone Parkway and 136"Street, reconstruction of
Keystone Parkway segments running north and south of the
interchange, and reconstruction of portions of 136"Street directly
east and west of the interchange. Project includes new construction
of a two-span bridge over Keystone and bridge reconstruction for the
existing Keystone bridges over Cool Creek.
Date: c%Io k6er 15, 0.00g
To: City of Carmel, Indiana, Board of Public Works and Safety
BID-I IN2003066I.C4PIiDOC
PART 1
BIDDER INFORMA'T'ION
(Print)
1.1 Bidder Name: I-I IS Constructors,
1.2 Bidder Address: Street Address: 5150 E. (oS-us`54-r-ta+r Sl-cr-le
City: 1ndiccnc...pol%s State: TA/. Zip: q/l02,X)
Phone: 3r1-54/i-QQ9D Fax: Oil-511-1-cP-I3
1.3 Bidder is a/an [mark one]
Individual Partnership Indiana Corporation
Foreign (Out of State) Corporation; State:
Joint Venture X Other 1 oi:ied!het hi illy Content/
t/
1.4 [The following must be answered if the Bidder or any of its partners or joint venture
parties is a foreign corporation. Note: To do business in or with the City of 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
.1 Corporation Name:
.2 Address:
.3 Date registered with State of Indiana:
.4 Indiana Registered Agent:
Name:
Address:
13ID-2 1N20030661.C4.FIi.DOC
PART 2
BID PROPOSAL
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
Fourteen Million Nine Hundred Teiay Sox Thousand Eight Hundred Thirty Four Dollars ($ 14,936,834.09 ). The
Dollars and Nine Cents
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
• 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
Sixteen Million None Hundred Sixteen Thousand One Hundred Ninety Seven Dollars
and s„tv aix rent, Dollars $ $ 16,916,197.66 ). 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 11120030661.C4.FE.DOC
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway end 136th Street Interchange UNIT
NOM DESCRIPTION UNIT I QUANTITY PRICE TOTAL
I
1 CONSTRUCTION ENGINEERING LS 1 $ 88.514.82 $ 88,514.82
2 FIELD OFFICE,C MOS 15 $ 2738.38 $ 41,075.70
3 FIELD OFFICE INTERNET SERVICE MOS 15 $ 42.58 $ 638.70
4 MOBILIZATION AND DEMOBILIZATION LS 1 $ 543.000.00 $ 543,000.00
5 CLEARING RIGHT OF WAY LS 1 $ 144.000.00 5 144,000.00
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1 $ 2,555.28 $ 2.555.28
7 PAVEMENT REMOVAL SYS. 14712 $ 9.32 $ 137.115.84
8 GUARDRAIL,REMOVE LFT 2013 $ 2.56 $ 5,153.28
9 EXCAVATION,COMMON CYS 34023 g 13.16 5 447.742.68
10 EXCAVATION,UNCLASSIFIED CYS 4936 $ 14.46 $ 71,374,56
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10 $ 66.88 $ 868.80
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89 $ 70.98 $ 6,317,22
13 TEMPORARY DITCH INLET PROTECTION EACH 18 $ 86.80 $ 1,563.84
14 TEMPORARY SEDIMENT TRAP TON 219 $ 6146 S 13459 74
15 TEMPORARY SILT FENCE LFT 4586
$ 1.12 $ 5.136.32
16 SUBGRADE TREATMENT,TYPE I SYS 39335 $ 426 $ 167,567.10
17 B BORROW CYS 8802 $ 22.91 $ 201.653.82
18 STRUCTURE BACKFILL,TYPE 1 CYS 8658 $ 21.52 $ 143,280.16
19 STRUCTURE BACKFILL,TYPE 2 CYS 672 g 35.25 $ 23.68800
20 ' STRUCTURE BACKFILL,TYPE 3 CYS 17995 $ 20.78 $ 373.936.10
21 STRUCTURE BACKFILL,TYPE 5 CYS 671 g 100.66 $ 67,542.86
.22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5362 $ 107.32 S. 575.449.84
23 COMPACTED AGGREGATE,NO.53,BASE TON 10910 $ 25.16 $ 274,113.80
24 SUBBASE FOR PCCP CYS 1542 g 51.04 5 .78,703.68
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118 $ 53.93 $ 6,363.74
26 MILLING,ASPHALT, 1 1/2 IN. SYS 7144 $ 5.52 $ 39,43:88
27 IPROFILOGRAPH,HMA LS 1 $ 7,600.00 $ 7,600.00
28 I HMA SURFACE,TYPE A TON 132 5 103.00 $ 13,596.00
29 HMA SURFACE,TYPE C TON 701 $ 103.00 $ 72.203.00
30 HMA INTERMEDIATE,TYPE A TON 406 1 62.00 5 25.172.00
31 HMA INTERMEDIATE,TYPE C TON 950 $ 70.00 $ 66,500,00
32 HMA INTERMEDIATE,OG,TYPE C TON 1089 $ 66.00 5 71,874.00
33 HMA BASE,TYPE C TON 2619 $ 61,00 S 159,759.00
' 34 HMA INTERMEDIATE,OG,TYPED TON 3964 S. ' 61.03 $ 241,804.00
35 HMA FOR TEMPORARY PAVEMENT TON 6577 $ 56.20 $ 368.312.00
36 HMA SURFACE.TYPE D TON 2796 $ 103.00 $ 287.988.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07.08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM
NO. DESCRIPTION • UNIT QUANTITY PRICE TOTAL
37 HMA INTERMEDIATE.TYPE D TON 3161 g 66.09 $ ' 208,62100
38 HMA BASE,TYPED . TON 12400 $ 58.00 $ 719,20000
39 HMA WEDGE AND LEVEL,TYPED I TON 1073 $ 56.00 $ 60,088.00
40 ASPHALT FOR TACK COAT TON 27 $ 316.85 $ 8,554.95
41 PCCP,12 IN. SYS 6053 $ 68.99 $ ,41759647
42 PCCP TRUCK APRON,7 IN. . SYS 790 $ 57.00 6 45,030.00
. 43 PCCP,4 IN. SYS 196 g 50.00 s 9,80000
' 44 D-1 CONTRACTION JOINT LFT 3751 g 13.29 $ 49.85179
45 CONCRETE IMPRINTING SET 10326 $ 3.58 $ 36,96700
46 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LFT 1108 $ 17.38 5 19,222.28 '
47 GUARDRAIL TRANSITION TYPE TGB EACH 1 $ 1,94201 $ 1942,01
48 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 $ 61.33 $ • 61,33
49 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 $ 14,71840 $ 29,436.60
50 IMPACT ATTENUATOR.R2,W2.TL-3 EACH 2 $ 14.71E140 $ 29,436.80
51 GUARDRAIL END TREATMENT,OS EACH 1 $ 2,325.30 $ 6.975.90
52 HANDRAIL,PEDESTRIAN LFT 133 S. 151,53 $ 20,15349
53 ORNAMENTAL RAILING LFT 2135 $ 136.45 $ 291.320.75
54 BARRIER DELINEATOR EACH 55 $ 12.27 $ 674.85
55 CURB RAMP,CONCRETE,C SYS 89 $ 12776 $ 11,370.64
56 CURB RAMP,CONCRETE,F SYS 21 $ 131.00 $ 2,751.00
57 CURB RAMP.CONCRETE,G SYS 15 $ 127.76 $ _ 1,91640
58 CURB RAMP,CONCRETE,H SYS 53 $ 81.00 $ 4,293,00
59 CURB RAMP,CONCRETE,L SYS 21 I $ 136.00 $ 2,856.00
60 CURB,INTEGRAL,B,CONCRETE LFT 957 $ 13.29 $ 12,718.53
61 CURB.CONCRETE,MODIFIED LFT 434 $ 15.65 $ 7,226.10
•62 CURB AND GUTTER,B,CONCRETE LFT 1562 $ 18.40 $ 28.74080
63 CURB AND GUTTER,CONCRETE,MODIFIED ' LFT 2692 $ 14.00 $ 37,588.00•64 CURB AND GUTTER.B.CONCRETE.MODIFIED LFT 1947 $ 13.00 S 25,31103
65 CURB AND GUTTER,C,CONCRETE.MODIFIED LFT 1145 $ 16.50 $ 18,892.50
66 CURB TURNOUT EACH 3 $ 766.581 $ 2.299.74
67 CURB AND GUTTER,CONCRETE,ROLL - LFT 476
$ 17.50 $ 8.33100
88 MODIFIED CURB TURNOUT EACH 78 $ 15332 $ 11,652.32
69 PAVED SIDE DITCH,A LFT 472 $ 3577 $ 16,88344
70 HMA FOR APPROACHES,TYPE A TON 332 g 98.00 S. 32,536.00
71 PCCP FOR APPROACHES.6 IN. SYS 115 $ 71.55 $ 8,228,25
72 MAILBOX ASSEMBLY,SINGLE . EACH 3 $ 153.32 $ 459.96
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Stoat interchange
ITEM NO. DESCRIPTION I UNIT QUANTITY PRICE TOTAL
73 MAILBOX ASSEMBLY,DOUBLE EACH 2 g 20442 $ 408.84
•
74 GEOTEXTILES SYS 310 $ 2.31 $ 716.10
75 RIPRAP,CLASS 2 TON 21 $ 80.13 S. 1,682.73
76 RIPRAP,REVETMENT TON 272 $ 2942 $ 8,002.24
77 MOBILIZATION AND DEMOBILIZATION FOR SEEDING I EACH 2 $ 817.69 $ 1,635.38
78 MULCHED SEEDING.T.CONVENTIONAL MIX I SYS 13039 $ 0.30 $ 3,911.70
79 EROSION CONTROL BLANKET - SYS 1198 $ 1.79 $ 2,144.42
80 FERTILIZER TON 2 $ 1,022.11 $ 2,044.22
81 SEED MIXTURE,U LBS 808 5 2.61 S. • 2,108.88
82 MULCHING MATERIAL TON 11 $ 408.84 5 4,49714
83 WATER 11GAL 37 $ 1.02 $ 37.74
B4 TOP SOIL CYS 7042 g 20.74 $ •146.051.08
85 SODDING.NURSERY _ SYS 8902 $ 3.02 $ 26,884.04
86 IRRIGATION CONDUIT LET 500 g 8.18 $ 4,09000
87 CORED HOLE IN CONCRETE I EACH 1 5 434.40 $ 45440
68 ' MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 I EACH 1 $ 2,511.23 $ 2.511.23
89 REINFORCED CONCRETE MOMENT SLAB,12 IN. 3YS i 2118 $ 140.00 $ 296.520.00
90 MODIFIED PS-2 BRIDGE RAIL-TYPE I LET I 503 g 140_00 $ 70,420.00 •
91 MODIFIED P5-2 BRIDGE RAIL,TYPE II LFT I 323 g 125 COD $ 40,375.00
92 MODIFIED 33 IN.BRIDGE RAIL,TYPE I LFT 1689 $ 70.00 $ 118,230.00
93 SEAL COAT,GRAFFITI RESISTANT SFT 59181 g 0.53 $ 31,365.93
94 • SURFACE SEAL SFT 19077 $ 040 5 7.630.80
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT.X 4 FT. LET 115 g 270.00 $ 31,050.00
96 !CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253 $ 300.00 S 75,900.00
97 TEMPORARY RETAINING WALL LS 1 $ 85.000.00 $ 65000.00
98 PIPE,REINFORCED CONCRETE,CIRCULAR.36 IN. LET 96 $ 62.00 $ • 5,952.00
99 PIPE,TYPE 4,CIRCULAR,6 IN. LET 9107 $ 3.63 5 33.05841
100 PIPE,TYPE 4,CIRCULAR,12 IN. LFT 20 5 - 10.22 5 204.40
101 PIPE,UNDERDRAIN OUTLET.6 IN. LFT 775 $ 24.02 $ 18,615.50
102 PIPE,REINFORCED CONCRETE.CIRCULAR,12 IN. LFT 1756 $ 29.00 $ 50,924.00
103 PIPE.REINFORCED CONCRETE,CIRCULAR,15 IN. LET 535 $ 3000 $ 16.050 OD
104 PIPE,REINFORCED CONCRETE,CIRCULAR, 18 IN. LFT 360 $ 32.00 S. 12.160.00
105 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. I LFT 916 S. 40.00 $ 36.64000
108 PIPE,TYPE 4,CIRCULAR,4 IN. LET 593 s 11.64 $ 6,546.72
107 VIDEO INSPECTION FOR PIPE LFT 3688 $ 1.02 $ 3.76176
108 OUTLET PROTECTOR,2 EACH 11 $ 664.37 $ 7,30807 •
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid •
Keystone Parkway and 136th Sheet Interchange
ITEM DESCRIPTION UNIT QUANTITY UNrf TOTAL
_ NO. PRICE
109 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000 $ 102 $ 3.060.00
' 110 AGGREGATE FOR UNDERDRAINS CYS 1018 $ 35.77 $ 36.413.86
111 GEOTEXTILES FORUNDERDRAIN SYS 10834 $ 1,12 $ 12.134.08
112 IA200D 6 IN.PVC,PERFORATED LFT 2000 $ 6.64 $ 13,280.00
113 INLET TYPE HA EACH 8 $ 1,400.00 $ 11200.00
114 CASTING,ADJUST TO GRADE EACH 3 $ 1,200.00 $ 3.600.00
115 INLET,A2 EACH 3 $ 1.600.00 $ 4.800.00
116 INLET,J10 EACH 2 $ 1,650.00 $ 3.300.00
117 INLET,M10 EACH 2 $ 1,650.00 $ 3.300.00
118 'INLET,UA EACH 1 $ 1,500.00 $ 1.500.00
119 'CATCH BASIN,E7 EACH 3 $ 1,450.00 $ 4.350.00
120 CATCH BASIN,K10 ' EACH 6 ' $ 1,800.00 $ 10.800.00
121 MANHOLE,C4 EACH 9 $ 1.700.00 5 15.300.00
122 MANHOLE,J EACH 2 $ 2,200.00 $ 4,400.00
123 STRUCTURE,INLET,RECONSTRUCT LFT 2 $ 500.0D $ 1.000.00
124 MANHOLE,C2 EACH 7 $ 1,800.00 S 12.600.00
125 MANHOLE,J4 EACH 2 S. 2.000.00 $ '4,000.00
1
126 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1 $ 21,000.00 $ 21000.00
127 MASONRY COATING ,LS 19077 $ 1.25 $ 23,846.25
128 CONCRETE STAINING 'SFT I 46105 $ 4.001 $ 160.420,00
129 FACE PANELS,CONCRETE SET 46679 $ 19.001 $ 886,901.00
130 WALL ERECTION SET 46679 g 8.50 $ 396,771.50
131 LEVELING PAD,CONCRETE •LET 3342 $ 20.00 $ 66.840.00
132 COARSE AGGREGATE,NO.8 TON 3330 $ 2000 $ 86,600.00
133 'MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79 $ 85.00 $ 6715.00 '
134 'MODULAR BLOCK WALL ERECTION ' SYS 79 $ 150.00 $ 11,850.03
135 CONSTRUCTION SIGN.C EACH 2 $ 332.19 $ 664.38
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5 $ 332.19 S. 1,660.95
137 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 27459 g 0,72 $ 19,770.48
138 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN, LET 4865 $ 104 $ 7.978.60
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20 $ 89.95 $ 1.799.00
140 CONSTRUCTION SIGN,A EACH 35 $ 168.65 $ 5.902.75
141 CONSTRUCTION SIGN,B EACH 6 $ 40.89 5. 245.34
•
142 FLASHING ARROW SIGN DAY 60 $ 11.24 $ 674,40
143 MAINTAINING TRAFFIC LS 1 $ 105,000.00 $ 105.000.00
144 BARRICADE,Ill-A LET 132 $ 14.571 $ 1.923.24
•
PART 3
• CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
NO DESCRIPTION UNIT Q PRINCE
TOTAL
145 BARRICADE,III-B LFT 228 S 17.12 $ '3,903.36
146 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 2579 $ 25.00 $ .64,475 00
147 TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 385 $ 25.00 $ 9,62500
148 TEMPORARY TRAFFIC BARRIER,TYPE 1,ANCHORED LFT 297 $ 28.00 $ 8,316.00
149 TEMPORARY TRAFFIC BARRIER,TYPE 2,ANCHORED LFT 2772 $ 28.00 $ 77.61600
150 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $ ,7,052.57 $ 14,105.14
151 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 526 S 13.29 S 6,990,54
152 SIGN,PANEL,WITH LEGEND SET 215 $ 20.44 $ 4,394.60
•
153 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10 £ 449.73 $ 4,497.30
154 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS I SFT 205 $ 17.38 $ 3,562.90
155 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN,THICKNESS I SET 109 $ 1942 $ 2.116.78
156 STRUCTURAL STEEL,BREAKAWAY LBS 2019 $ 3.07 $ 6,198.33
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED 'EACH 4 £ 1,686 48 $ 6,745.92
158 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2 $ 1,916.46 $ 3,832.92
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT I LS 1 $ 613.27 S 613.27
160 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 775 g 11.24 $ 8,711.00
161 CONDUIT,PVC,2 IN. LFT 775 $ 10.22 $ 7,920.50
•
162 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 537 g 14.31 S 7.68447
. 163 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT,4 1/C LFT 537 g 11.24 $ 6,035.88
164 HANDHOLE,LIGHTING EACH B $ 94545 S ' 7.563.60
165 (LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT. EACH 28 $ 1,226.53 $ 34,342.84
166 JUNCTION BOX EACH 2 $ 511.06 $ • 1.022.12
167 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH.4 1/C LFT 7452 $ 11.24 5 83,760.48
168 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 g 817.69 $ 1,635.38
159 SERVICE POINT,II EACH 2 $ 6,030.46 $ 12.060.92
170 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE I EACH 3 $ 5.11 $ 15.33
171 CONNECTOR KIT,UNFUSED EACH 28 5 32.71 $ 91588
•
172 CONNECTOR KIT,FUSED EACH 28 $ 32.71 $ 915.88
173 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60 $ 13,29 S 797 40
174 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28 $ 15.33 $ 429.24
175 INSULATION LINK,NONWATERPROOFED I EACH 50 $ 13,29 $ 744,24
176 INSULATION LINK,WATERPROOFED EACH 32 $ 15.33 $ 490.56
177 CABLE DUCT MARKER . EACH 13 $ 117.54 $ 1,52802
178 POLE CIRCUIT CABLE,1 C NO. 10 STRANDED COPPER LFT 1920 $ 0.97 $ 1,862.40
179 CABLE INTERDUCT LFT 1370 $ 18.40 S 25,208.00
180 HANDHOLE EACH I 5 $ 996,56 $ 4.982.80
PART 3
CONTRACT ITEMS AND UNIT PRICES
• City of Cannel
Project Na.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
NO. DESCRIPTION UNIT QUANTITY PRICE TOTAL UNIT
181 LUMINAIRE,ROADWAY,METAL HALIDE.250 WATT.PORT HURON EACH 17 $ 1528.06 S 26977.02
182 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11 $ 919.90 $ 10.118.90
183 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE, 150 WATT EACH .2 $ 889.24 $ 1,778.48
184 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $ 378.18 $ 1,512.72
185 LIGHT POLE,30 FT.EM.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH' 11 $ 1,993.12 $ 21,924.32
186 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 13 $ 7103.67 $ 92,347/1
DECORATIVE POLE,MAST ARM.AND BASE
187 LIGHT POLE,15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4 S 5,621.61 $ 22,48644
DECORATIVE POLE,MAST ARM.AND BASE
180 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11 $ 44.971 $ 494.67
189 LINE,EPDXY,BROKEN,WHITE,4 IN. I LFT 132 I$ 0.46 $ 60.72
180 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 440 g 3.94 $ 1,733.60
191 LINE,EPDXY,SOLID.WHITE,4 IN. LET 2509 g 046 $ 1.15414
192 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 2784 $ 0.46 $ 1,280.64
193 (LINE,EPDXY,SOLID.WHITE.8 IN. LFT 241 $ 0.77 $ 185.57
194 TRANSVERSE MARKING,REMOVE LET 77 $ 4.09 'g 314.93
195 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2283
5 0.36 $ 821.88
196 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. L7 7478 $ 0,36 $ 2,69208
187 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. . LET 2510 $ 0.96 $ 2,409.60
198 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LET 217 g 3.94 $ 854.98
199 LINE,PAINT,BROKEN,WHITE,4 IN. LET 1520 $ 0.28 $ 425.60
•
200 (LINE,PAINT.SOLID,WHITE,4 IN. LFT 8764 $ 0.28 $ 2,451.12
201 LINE,PAINT,SOLID,YELLOW,4 IN. LET 5600 $ 0.28 $ 1.56800
202 LINE,REMOVE' LET 4857 g 0.43 5 2,088.51
203 LINE,EPDXY,SOLID,WHITE,24 IN. LET 28 S. 15.33 $ 429.24
204 ILINE,THERMOPLASTIC,SOLID,WHITE,'6 IN. . LET 357
$ 0.87 $ 310.59
205 ILINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 9441 $ 0.36 $ 7.398.76 .
206 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH L=T 30 $ 340 $ 102.00
LINE 12 IN.
207 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE,24 IN. LET I 80 $ 3.94 $ 315.20
208 TRANSVERSE MARKINGS,THERMOPLASTIC,'SHARKS TEETH' LET 81 $ 794 $ 643.14
209 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6
ARROW $ 83.81 S 502.86
210 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 $ 104.26 $ 208.52
211 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2
INDICATION ARROW $ 251.44 $ 502.88
212 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233 g 28.62 $ 6,668.46
213 LINE,THERMOPLASTIC,SOLID,YELLOW,8IN. LET 236 $ 0.90 $ 212.40
214 LINE,THERMOPLASTIC.BROKEN,WHITE.12 IN.,3 FT.STRIPE-3 FT.GAP LET 105 $ 3.42 $ 359.10
215 RETAINING WALL MOCK LIP LS 1 $ 20.000.00 $ 20.000.00
216 BRIDGE RAIL MOCK UP LS 1 $ 13.000.00 $ 13,000.00
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM (DESCRIPTION UNIT 'QUANTITY PRNGe TOTAL
217 FLAT-WORK MOCK UP LS 1 $ 4.500.00 $ 4,500.00.
218 FORMLINER,WALL PANELS SFT 46679 $ 0.25 S 11.669.75
219 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 825 $ 7.75 $ 6,393.75
220 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2169 g 300 $ 6.50700
136TH ST.BRIDGE ITEMS
221 CONSTRUCTION ENGINEERING LS 1 ' $ 15,638.30 $ 15,638.30
222 I MOBILIZATION AND DEMOBILIZATION LS 1 $ 20.000.00 $ 20,000.00 .
.223 (EXCAVATION,DRY CYS 163 $ '2646 $ 4,312.98
224 16 BORROW CYS 55
$ 36.87 $ 2.027.85
' 225 AGGREGATE FOR END BENT BACKFILL CYS 178
$ 45.83 $ 8,157.74
226 DENSE GRADED SUBBASE I CYS 32
$ 142.23 S. 4.551.36
227 CONCRETE IMPRINTING SFT 8925
$ 3.50 $ 31.237.50
228 ORNAMENTAL RAILING ' LFT 225 S 136.45 $ 30.701.25
229 CURB,INTEGRAL,CONCRETE LFT 168 I
8 21.29 $ 3,576.72
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 188 I
$ 119.66 b 22,499.84
231 GEOTEXTILES SYS 390 $ 2.45 S. 955.50
232 DYNAMIC PILE LOAD TEST EACH 2 $ 6,104,31 I$ 12,208.62
233 TEST PILE,RESTRIKE EACH 2 I $ 1,409.39 $ 2.818.76
234 TEST PILE EACH 2 I $ 608.35 $ 1.216.70
235 'PILE TIP,STEEL H EACH 62 ' I $ 108.29 $ 6.713.96
236 PILE,STEEL H,HP 12 X 53 LFT 2380 $ 50.00 $ 119,000.03
237 PILE,STEEL H,HP 12 X 74 LFT 2660 $ 65.00 S 172.90000
238 CONCRETE,A,SUBSTRUCTURE CYS 240 $ 500.00 S 120.000.00
239 CONCRETE,B,FOOTINGS CYS 90 ' $ 250.00 15 22,500.00
240 REINFORCING BARS LBS 74169 $ 0.96 $ 71.202,24
241 REINFORCING BARS,EPDXY COATED LBS 228775 S 1.04 S 237.926.00
242 CONCRETE,C,SUPERSTRUCTURE CYS 961 $ 500,00 $ 480,500.00
243 CONCRETE,C.RAILING CYS 43 $ 871.02 $ 37,453.86
244 STRUCTURAL MEMBERS,CONCRETE I-BEAM,III.45 IN.X 16 IN. LFT 1505 $ 238.02 I$ 358,220.10
245 SURFACE SEAL LS 1 $ 5,764.03 I$ 5,]8403
246 ANCHOR PLATE,AP 1 EACH 56 $ 42.58 $ 2,384.45
247 PIPE,END BENT DRAIN,6 IN. LFT 504 $ 9.48 $ 4,777.92
248 MASONRY COATING I SET 6490 $ 1.28 S 8,307.20
249 CONDUIT,PVC.2 IN. . LFT 237 $ 5.87 $ 1.391.19
250 CONCRETE STAINING SFT 263 $ 5.11 $ 1,343.93
251 STREET NAME SIGN.BRIDGE MOUNTED.DECORATIVE EACH 2 S 3.577.39 $ 7,154.78
PART 3
CONTRACT ITEMS AND UNIT PRICES .
Ctty of Cannel
Project No.O7-08F Base Bid
Kaystona Parkway and 136th Street Interchange
ITEM
NO. DESCRIPTION UNIT QUANTITY PRICE TOTAL UNIT
252 FORMLINE.SPECIALTY,CITY SEAL EACH 2 18 60835 $ 1'.21870
253 FORMILINER,BRIDGE RAIL,REAR FACE LFT 229 I g 34,01 S 7,788.29
254 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 229 S . 34.01 $ 7.78829
COOL CREEK BRIDGE ITEMS •
255 CONSTRUCTION ENGINEERING LS 1 $ 15,127.24 S 15,127.24
' 256 MOBILIZATION AND DEMOBILIZATION LS 1 S 10.000.00 $ 10,000.00
258 DEBRIS REMOVE LS 1 S. 8,186.60 S 8,186.60
. I
260 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1 $ 31040 1 310.40
261 PRESENT STRUCTURE,REMOVE PORTIONS LS 1 S 78,623.36 8 • 78,623.36
262 EXCAVATION,WATERWAY CYS { 1240 $ 13.17 S. , 16.330.80
263 EXCAVATION,WET CYS 117 $ 861.76 S 100,825.92
264 EXCAVATION,DRY . CYS 78 S 53,41 S 4,165.98
265 AGGREGATE FOR END BENT BACKFILL . I CYS 108 $ 72.66 5 7868,88
288 DENSE GRADED SUBBASE I CYS 118 S. 120.87 $ 14,262,66
267 CONCRETE IMPRINTING SFi 2086 $ 3.50 $ 7,301.00
268 GUARDRAIL TRANSITION TYPE TGB EACH 4 S 1842.01 5 7.768.04
269 BARRIER DELINEATOR . EACH 10 g 12.27 $ 122.70
270 CURB.INTEGRAL,CONCRETE LFT 105 $ 55.56 S 5.835.90
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 699 $ 83.33 $ 58.247.67
272 RIPRAP,REVETMENT - TON 1009 g 30,33 $ 30,602.97
273 GEOTEXTILES SYS 1497
8 2.31 8 3.458.01
274 SLOPEWALL,CONCRETE,4 IN. SYS 329 $ 67.67 $ 22,26343
275 PILE,CONCRETE,STEEL SHELL ENCASED,0.184 IN.,12 IN. • LFT 25 g 385.02 S 9,625.50
276 DYNAMIC PILE LOAD TEST EACH 2 $ 5,209.96 $ 10,419.92
277 TEST PILE.RESTRIKE EACH 2 $ 1,409 39 S 2,81878
278 TEST PILE EACH 2 $ 608.35 S 1,216.70
279 PILE.STEEL H,HP 12 X 53 • LFT 2504 S 60.00 8 150,24000
280 PILE TIP,STEEL H EACH 40 S • 108.29 $ 4,331.60
281 CONCRETE,A,SUBSTRUCTURE CYS 305 $ 675.00 S 205.875.00
282 CONCRETE,B,FOOTINGS CYS 14 S 1,200.00 S 16,800.00
283 FIELD DRILLED HOLE IN CONCRETE EACH 96 $ 17.42 S 1872.32
284 REINFORCING BARS LBS 28573 $ 0,98 $ 28,001.54
285 REINFORCING BARS,EPDXY COATED LBS 217786 $ 1.04 $ 226,49794
286 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62 S 111.76 $ 6,929.12
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-OaF Base Bld
Keystono Parkway and 136th Street Interchange
•
ITEM DESCRIPTION "UNR QUANTITY PRICE TOTAL
287 CONCRETE.C,SUPERSTRUCTURE CYS 816 $ 500.00 $ 408,000.00 ,
288 CONCRETE,C.RAILING CYS 29 $ 54711 $ 15,883.59
289 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4 $ 1,933.72 5 7,734.88
290 STRUCTURAL MEMBERS,CONCRETE I-BEAM,II,36 IN.X 12 IN. LFT 2352 $ 202.13 S. 475,409.76
291 SURFACE SEAL LS 1 $ 11,902.891 $ 11,902.89
292 ANCHOR PLATE,AP 1 EACH 64 g 42,58 $ 2,725.12 •
293 PIPE,END BENT DRAIN,6 IN. LFT • 340 $ 8.86 $ 3,012 40
294 PIPE,PVC.6IN. • LFT 125 I $ 25.20 $ 3,150.00
295 CONDUIT,PVC,2 IN. LFT 375 $ 10.22 $ 3,832.50
296 GRATES,BASINS.AND FITTINGS,CAST IRON • LBS 576 $ 9.42 1 $ 5,425.92
297 BORROW CYS 19349 g 12.741 $ 246,506.26
298 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1 $ 35,000.00 $ 35,000.00
299 MODIFIED 33 IN.BRIDGE RAIL,TYPE II LFT '478 . g 16949 $ 81,016.22
•
'TOTAL: $ 14,936,834.09
SUBMITTED BY: HIS Constructors, LLC
•
SIGNATURE
TERRY •-.AN
•
TITLE: President
ADDRESS: 5150 E. 65th St., Suite B Indianapolis, IN 46220
•
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-0aF Alternate 2A Base Bid Adjustment
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
9 EXCAVATION.COMMON CYS 1661 $ 13.16 $ 21,858.76
23 COMPACTED AGGREGATE,NO.53,BASE TON 10331 $ 25.18 $ 260,134.58
32 HMA INTERMEDIATE,OG,TYPE C • TON (-134) $ 80.75 $ (10,820.50)
33 HMA BASE,TYPE C TON (-1479) $ 60.30 $ (89.183.70)
34 HMA INTERMEDIATE,OG,TYPED TON (-1497) $ 72.57 $ (108.637.29)
38 HMA BASE,TYPED TON (-3077) $ 54.17 $ (166,681.09)
.297 BORROW CYS (-1392) $ 12.74 $ (17,734.08)
298 GEOGRID,INSTALLATION SYS 20650 $ 3.10 $ 64,015.00
TOTAL ADJUSTMENT TO BASE BID: $ (47,048.32)
SUBMITTED BY: HIS Constructors, LLC
• SIGNATURE e
TERRY M 't'
TITLE: President
ADDRESS:5150 E. 65th St., Suite B Indianapolis, IN 46220
•
•
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid 411
' Keystone Parkway and 136th Street interchange .
ITEM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
1 CONSTRUCTION ENGINEERING L5 1 $ 8851452 $ 88,514.82
2 FIELD OFFICE,C MOS 15 $ 2,738.38 $ 41,07570
3 FIELD OFFICE INTERNET SERVICE MOS 15 g 42.59 $ 638.70 .
4 MOBILIZATION AND DEMOBILIZATION LS 1 $ 3.265,000.00 $ 3,265.000.00
5 CLEARING RIGHT OF WAY • LS 1 $ 100,000.00 $ 100.000.00
6 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1 $ 2,55528 $ 2,555.28
7 PAVEMENT REMOVAL SYS 14712 $ 9.32 $ 137,115,84
8 GUARDRAIL,REMOVE LFT 2013 g 2.56 $ 5,153.28
9 EXCAVATION,COMMON CYS 33184 $ 13.16 $ 436,701.44
10 EXCAVATION,UNCLASSIFIED CYS 4936 $ 1446 $ 71,374.56
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10 $ 86.88 $ 868.80
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89 $ 70.08 $ 6,317.22
13 TEMPORARY DITCH INLET PROTECTION EACH 18 $ 86.88 $ 1.563.84
14 TEMPORARY SEDIMENT TRAP TON 219 $ 61,46 $ 13.459 74
15 TEMPORARY SILT FENCE - LET. 4586 $ 1.12 $ 5,136.32
16 SUBGRADE TREATMENT,TYPE I SYS 39335 $ 4.26 $ 167.567.10
17 B BORROW ' CYS 8802 $ 22.91 $ 201,653.82
•
18 STRUCTURE BACKFILL,TYPE 1 CYS 0658 $ 21.52 $ 143.280.16
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
$ 35.25 $ 23.688.00
2D STRUCTURE BACKFILL,TYPE 3 CYS 17995 $ 20.78 S 373,936.10
21 STRUCTURE BACKFILL,TYPE 5 CYS 671 $ 10566 $ 67,542.86
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5362 $ 107.32 $ 575,449.84
23 COMPACTED AGGREGATE.NO.53,BASE TON 7298 $ 25.18 $ 183.763.64
24 SUBBASE FOR PCCP CYS 1542 $ 51.04 $ 78.703.68
25 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAYS TON 118 $ 53.93 $ 6,363.74
26 MILLING,ASPHALT,1 1/2 IN. SYS 7144 $ . 5.52 $ 39,434.88
27 PROFILOGRAPH,HMA LS 1 $ 5,110.56 $ 5,110.56
28 HMA SURFACE,TYPE A TON 132 g 122.65 $ 16,189.80
29 HMA SURFACE,TYPE C TON 701 g 102.21 $ 71,649,21
30 HMA INTERMEDIATE,TYPE A TON 406 g 94.03 $ 1 38,176.18
31 HMA INTERMEDIATE,TYPE C . TON 950
$ ]1.55 $ 6].9]2.50
32 HMA INTERMEDIATE,OG,TYPE C TON 1089 $ 89.75 $ 87,936.75
33 HMA BASE,TYPE C TON 2619 $ 60.30 $ 157,925.70
34 HMA INTERMEDIATE.OG,TYPED TON 3964 $ 72.57 $ 287,667.48
35 HMA SURFACE.TYPED TON 2796 $ 95.06 $ 265.787.76
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel •
Project No.07-08F Alternate Bid#1
Keystone Parkway and 138th Street Interchange .
REM UNIT
NO. DESCRIPTION UNIT QUANTITY PRICE TOTAL
36 HMA INTERMEDIATE,TYPED TON 3181 $ 67.46 $ 211241.06
37 HMA BASE,TYPED TON 12400 $ 54.17 $ 671,708.00
38 HMA WEDGE AND LEVEL,TYPED TON 1073 $ 71.55 $ 76.773.15
39 ASPHALT FOR TACK COAT TON 27 $ 316.85 S 8,554.95
40 PCCP,12 IN. SYS 6053 $ 68.99 $ 417,59647
41 PCCP TRUCK APRON,7IN. SYS 79D $ 50.59 $ 39,966.10
42 PCCP,4 IN. SYS 196 $ 41,40 $ 8,114.40
43 0.1 CONTRACTION JOINT LFT 3751 $ 13.29 $ . 49.850.79
.44 CONCRETE IMPRINTING SFT 10326 $ 3.58 S. 36167.08
45 GUARDRAIL.W BEAM,6 FT.3IN.SPACING LFT 1106
$ 17.38 $ 19,222.28
46 GUARDRAIL TRANSITION TYPE TGB EACH 1
$ 1,942.01 $ 1,942.01
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1 $ 61.33 $ 61.33
48 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2 S 14,718.40 $ 29,436.80
. 49 IMPACT ATTENUATOR,R2,W2,TL-3 • EACH 2S 14,718,40 $ . 29436,8D
50 GUARDRAIL END TREATMENT,OS EACH 3
$ 2.32530 4 6.97590
51 HANDRAIL, PEDESTRIAN LFT 133 $ 151.53 $ 20.15349
52 ORNAMENTAL RAILING LFT 2135 $ 136.45 $ 291,320.75
53 BARRIER DELINEATOR EACH 55 $ 12.27 $ 67485
54 CURB RAMP.CONCRETE,C 1 SYS 89 $ 127.76 $ 11,37014 .
55 CURB RAMP,CONCRETE,F SYS 21 S. 127.76 $ 2.682.96
56 CURB RAMP,CONCRETE,G SYS 15 $ 127.76 $ 1.916.40
•
57 CURB RAMP,CONCRETE.H SYS 53 S 127.76 $ 6,771.28
58 CURB RAMP,CONCRETE,L SYS 21 $ 127,76 S 2.682.96
59 CURB,INTEGRAL,B,CONCRETE LFT 957 $ 1329 $ 12.718.53
60 CURB,CONCRETE,MODIFIED LFT 434 $ 20.44 $ 8,870.96
61 CURB AND GUTTER,B,CONCRETE LFT 1562 $ 15.33 $ 23.94546
62 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2692 $ 1513 $ 41,268.36
63 CURB AND GUI I tR,B,CONCRETE,MODIFIED LFT 1947 $ 1227 5 23,889.69
. 64 CURB AND GUTTER,C,CONCRETE,MODIFIED LFT 1145 $ 15.33 $ 17,552.85
65 CURB TURNOUT EACH 3 $ 766.58 $ 2,299.74
66 CURB AND GUTTER,CONCRETE.ROLL LFT 478
$ 16.35 $ 7,782.60
67 MODIFIED CURB TURNOUT EACH 76 S. 153.32 $ 11,652.32
68 PAVED SIDE DITCH.A LFT 472 . $ 35.77 $ 16,88344
69 HMA FOR APPROACHES,TYPE A TON 332 $ 117,51 $ 39,023.28
70 PCCP FOR APPROACHES,6 IN. SYS 115 $ 71.55 $ 8,22125
•
_PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange .
-
f1EM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE
71 MAILBOX ASSEMBLY,SINGLE - EACH 3 $ 153.32 $ 459.96
72 MAILBOX ASSEMBLY,DOUBLE EACH 2 $ 204.42 $ 408.84
73 GEOTEXTILES SYS 310 $ 2.31 $ 716.10
' 74 RIPRAP,CLASS 2 TON 21 5 80.13 $ 1,682.73
75 RIPRAP,REVETMENT TON 272 g 29.42 $ 0002.24
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 817.69 $ 1.635.38
•
77 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039 $ 0.30 $. 3,911.70
78 EROSION CONTROL BLANKET SYS 1198 $ 1.79 8 2.14442
79 FERTILIZER TON 2 $ 1,022.11 $ 2.044.22
50 SEED MIXTURE,U LBS 808 $ 2.61 $ 2,108.88
81 MULCHING MATERIAL TON 11 $ 40084 $ 4,497.24
82 WATER kGAL 37 $ 1.02 S 37.74
83 TOP SOIL CYS 7042 $ 20.74 $ 146,051 08
84 SODDING,NURSERY SYS 8902 • g 3.02 $ • 26884.04
85 IRRIGATION CONDUIT LFT 500 $ 8.18 $ 4.090.00
86 CORED HOLE IN CONCRETE EACH 1 $ 434.40 5 434.40
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION.TPS-2 EACH 1 $ 2,511.23 $ 2,511.23
88 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 2118 g 140.00 $ '296,520.00
89 MODIFIED P5-2 BRIDGE RAIL-TYPE I LFT 503 g 140.00 4 70.420.00
90 MODIFIED PS-2 BRIDGE RAIL,TYPE II LET 323 5 125.00 $ 40375.00
91 MODIFIED 33 IN.BRIDGE RAIL,TYPE I LFT 1689 S• 70.00 $ 118.230.00
92 SEAL COAT,GRAFFITI RESISTANT SFT 59181 $ 0.53 $ 31.365.93
93 SURFACE SEAL Sr 19077 $ 040 $ 7.63080
94 CULVERT,PRECAST BOX,REINFORCED CONCRE It,6 FT.X 4 FT. LET 115 $ 270.00 S 31,050.00
95 CULVERT.PRECAST BOX.REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253 g •30000 $ 75,900.00
96 PIPE, REINFORCED CONCRETE,CIRCULAR,36 IN. LET 98 $ 62.00 $ 5,952.00
97 PIPE,TYPE 4,CIRCULAR,6IN. LET 9107 $ 3.63 S 33,058,41
98 PIPE,TYPE 4,CIRCULAR.12 IN. LET .20 5 10.22 $ 20440
99 PIPE,UNDERDRAIN OUTLET,6 IN. LFf 775 $ 24,02 $ 18.615.50
100 PIPE,REINFORCED CONCRETE.CIRCULAR.12 IN. LFT 1756 $ 29.00 $ 50.924.00
101 PIPE,REINFORCED CONCRETE.CIRCULAR,15 IN. LFT 535 g 30.00 $ ' 16.050.00
102 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN. LFT 380 $ 32.00 $ 12,160.00
103 PIPE, REINFORCED CONCRETE,CIRCULAR,24 IN. LFT 916 g 4000 $ 36.64000
104 PIPE,TYPE 4.CIRCULAR,4 IN. LFT 593 g 11.04 $ 6,546.72
105 VIDEO INSPECTION FOR PIPE LFT 3688 $ 102 $ 3.761.76
PART 3A
•
CONTRACT ITEMS AND UNIT PRICES
Clty of Cannel
Project No.07-08F Alternate Bid Of
Keystone Parkway and 136th Street Interchange
•
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
106 OUTLET PROTECTOR.2 EACH 11 $ 664.37 $ 7,308.07
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000 g 1,02 $ 3060.00
108 AGGREGATE FOR UNDERDRAINS CYS 1018 $ 35.77 $ 36.413.86
109 GEOTEXTILES FOR UNDERDRAIN SYS 10834 $ 1.12 $ 12,134.08
110 A2000 6 IN.PVC.PERFORATED LFT 2000' $ 6.64 $ 13,280.00
111 INLET TYPE HA EACH 8 S 1,400.00 S 11,200.00
112 CASTING.ADJUST TO GRADE EACH 3
$ 1.200,00 $ 3.600.00
113 INLET,J10 EACH 2
$ 1,650.00 $ 1300.00
114 INLET,M10 EACH 2
$ 1.65000 $ 3,300.00
115 INLET.UA EACH 1 $ 1,500.00 $ 1.500.00
116 CATCH BASIN,E7 EACH 3 $ 1.450.00 $ 4,35000
117 CATCH BASIN,K10 . EACH 6 $ 1,800.00 $ 10,800.00
t18 MANHOLE,C4 EACH 9 $ 1,700.00 $ 15.300.00
119 MANHOLE,J EACH 2 $ 2,200.00 S 4,400.00
120 STRUCTURE,INLET,RECONSTRUCT LFT 2 $ 500.00 $ 1,00000
121 MANHOLE,C2 EACH 7 S 1,800.00 $ 12.600.00
122 MANHOLE,J4 . EACH 2 $ 2000.00 $ 4.000.00
123 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1 $ 21.000.00 $ 21.000,00
124 MASONRY COATING 1,5 19077 ' g 1.25 $ 23.846.25
125 CONCRETE STAINING SFT 40105 $ 4.00 $ 160,420.00
126 FACE PANELS,CONCRETE SET - 46679 $ 19.00 $ 886,901.00
127 WALL ERECTION SFT 46679 g 8.50 $ 396.771.50
128 LEVELING PAD.CONCRETE LFT 3342 $ 20.00 $ 66.840.00
129 COARSE AGGREGATE,NO.8 TON 3330 $ 20.00 $ 66.600.00
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79 $ 85.00 $ 6,715.00
131 MODULAR BLOCK WALL ERECTION SYS 79 S 15030 $ 11850.00
132 CONSTRUCTION SIGN,C EACH 16 $ 332.19 $ 5315.04
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2 $ 332.19 $ 664.38
134 TEMPORARY PANEL SIGNS SYS 124 g 164.47 S. 20.394.28
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256 g 54.48 $ 13,946.88
136 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN. LFT 1500 $ 1.64 $ 2.46000
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6 $ 89.95 $ 539.70
138 CONSTRUCTION SIGN,A • EACH 1 S 168.65 $ 188.65
139 FLASHING ARROW SIGN DAY 120 g 11.24 $ 1,348.80
140 MAINTAINING TRAFFIC LS 1 S 105,000.00 $ 105.000.00
PART 3A
CONTRACT ITEMS AND UNIT PRICES •
City of Cannel
Project No.07-08F Alternate Bid tM
Keystone Parkway and 136th Street Interchange •
NOM DESCRIPTION UNIT QUANTITY PRICE TOTAL
141 BARRICADE,III-A LFT 48 g 1469 $ 699.36
142 BARRICADE,III-B LFT 108 g 1.12 $ 1,848.96
143 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2 $ 7,052.57 S 14,105.14
144 SIGN POST,SQUARE.1,REINFORCED ANCHOR BASE LFT 526 $ 13.29 $ 6,990.54
145 SIGN,PANEL,WITH LEGEND SET 215 $ 2944 $ 4,394.60
146 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10 $ 449.73 S 4,497.30
147 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SET ' 205 $ 17.38 $ 3,562.90
148 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.1001N.THICKNESS SFT 109 $ 19.42 $ 2,116.78
149 STRUCTURAL STEEL,BREAKAWAY LBS 2019 $ 3.07 $ 6,198.33
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4 $ 1,68648 $ 6,745.92
151 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2 $ 1,91646 $ . 3,832.92
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1 $ 613 27 $ 613.27
153 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 1/C LFT 775 $ 11.24 $ 8.711.00
154 CONDUIT,PVC,2 IN. LET 775 $ 10.22 S. 7.92050
155 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 537 $ 14.31 $ 7,684.47
156 WIRE,NO.4 COPPER.IN PLASTIC DUCT.IN CONDUIT,41/C LET 537 $ 11.24 $ 6.03588
157 HANDHOLE,LIGHTING EACH 8 $ 945.45 $ 756350
158 LIGHT STANDARD FOUNDATION,3 FT.DR.X 8 FT. EACH 28 $ 1.22653 $ 34,342.84
159 JUNCTION BOX EACH 2 $ 511.06 S 1,022.12
' 160 WIRE.NO.4.COPPER,IN PLASTIC DUCT,IN TRENCH.41/C LFT 7452 $ 11.24 $ 83,760.48
161 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2 $ 817.69 $ 1,635.38
162 SERVICE POINT, II EACH 2 $ 6030,46 $ 12.060.92
163 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3 $ ' 5.11 $ 15.33
164 CONNECTOR KIT,UNFUSED EACH 28 S. 32.71 $ 915.88
185 CONNECTOR KIT,FUSED EACH 28 S 32.71 $ 915.88
166 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60 $ 13.29 $ 79740
167 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28 $ 15.33 $ 429.24
168 INSULATION LINK,NONWATERPROOFED EACH 56 $ 13.29 $ 744,24
169 INSULATION LINK.WATERPROOFED EACH 32 $ 15.33 $ 490.56
170 CABLE DUCT MARKER EACH 13 . g 117.54 $ 1,528.02
171 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LET 1920 $ 0.97 $ 1,862.40
172 CABLE INTERDUCT LET 1370 $ 18.40 $ 25.208.00
173 HANDHOLE EACH 5 $ 996.56 $ 498280
174 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT.PORT HURON EACH 17
$ 1,528.06 $ 25,9]],02
175 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11 $ 919.90 S. 10,118.90 ,
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Snot Interchange
ITEM CE
PRI
NO. DESCRIPTION UNIT QUANTITY TOTAL
178 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 2 $ 889.24 $ 1.778,48
177 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4 $ 378.18 $ 1512.72
178 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11 $ 1,993.12 $ 21.924.32
179 LIGHT POLE,30 FT.E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVLPOLE,MAST ARM,AND BASE - $ 7.103.67 $ 92.347.71
LIGHT POLE, 15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE,
180 PE ORATIVE PO E.MAST A:M.As•I BASE EACH 4 $ 5.62t61 $ 22,48644
181 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11 $ 4497 $ 494.67
182 LINE,EPDXY,BROKEN,WHITE,4 IN. LFT 132 $ • 046 S 60.72
183 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 440 $ 3.94 S 1,73360
184 LINE,'EPDXY.SOLID.WHITE,4 IN. LFT 2609 $ 046 S 1,154.14
185 LINE,EPDXY,SOLID,YELLOW,4 IN. LFT 2784 $ 0 46 $ 1.280.64
186 LINE.EPDXY,SOLID.WHITE,8 IN. LFT 241 $ 0.77 $ ' 185.57
187 TRANSVERSE MARKING.REMOVE LET 77 $ 4.09 $ 314.93
188 LINE,THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2283 s 0.36 $ 821.88
189 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 7478 $ 0.36 $ 2,692.08
190 LINE,THERMOPLASTIC,SOLID,WHITE.B IN. LFT 2510 $ 0.96 S 2,40960
191 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LFT 217 $ 3.94 $ 854.98
192 LINE,REMOVE LFT 800 $ , 0.43 $ 344.00
193 LINE,EPDXY,SOLID.WHITE,24 IN. LFT 28
$ 15.33 S. 429.24
194 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. LFT 357 $ 0.87 S 310.59
•
195 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN, in 9441 S 0.36 $ 3.39876
196 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH LFT • 30
LINE,12 IN. $ 380 1 • 102.00
197 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LET 80 $ 3.94 $ 315.20
198 TRANSVERSE MARKINGS,THERMOPLASTIC,'SHARKS TEETH` LFT 81 $ 7,94 $ 643.14
199 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6
ARROW $ 83.81 S. 502.86
200' PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,WORD(ONLY) EACH 2 $ 104.26 S 208.52
201 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2
INDICATION ARROW $ 25184 5 502.88
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233 $ 28.62 S 6,668.46
203 ,LINE,THERMOPLASTIC,SOLID,YELLOW,B IN. LET 236 $ 0.90 $ 212.40
204 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105 g 3.42 $ 359.10
205 RETAINING WALL MOCK UP LS 1 S 20.00000 $ 20,000.00
206 BRIDGE RAIL MOCK UP LS 1 $ 13,000.00 $ 13,000.00
207 FLAT-WORK MOCK UP LS 1 $ 4,500.00 $ 4.500.00
208 FORMLINER,WALL PANELS SFT 46679 $ 0.25 5 11.669.75
209 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LET 825 $ 775 $ 6,393.75
210 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2169 $ 3.00 $ • 6.507.00
•
'PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Stroot Interchange
ITS DESCRIPTION UNIT QUANTITY PRICE TOTAL
138TH ST.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1 $ 15,638.30 $ 15.638.30
212 MOBILIZATION AND DEMOBILIZATION LS 1 $ 2900090 S 20000.00
213 EXCAVATION.DRY CYS 163 g 26.46 $ 4.31298
214 B BORROW CYS 55 5 36.87 $ 2.027.85
215 AGGREGATE FOR END BENT BACKFILL CYS 178 $ 45.83 $ 8157.74 •
216 DENSE GRADED SUBBASE CYS 32 $ 142.23 $ 4,551.36 .,
217 CONCRETE IMPRINTING SET 8925 $ 3.50 $ 31.237.50
218 ORNAMENTAL RAILING LFT 225 g 136.45 $ 30,701.25
219 CURB,INTEGRAL,CONCRETE LET 168 $ 21.29 $ 3.576.72
220 REINFORCED CONCRETE BRIDGE APPROACH SYS I 188 $ 11968 1 22.499.84
221 GEOTEXTILES SYS 390 $ 2.45 $ 955.50
222 DYNAMIC PILE LOAD TEST EACH 2 $ 6.10.1.31 S 12,208.62
223 TEST PILE,RESTRIKE EACH 2 g 1,409.39 $ 2,818.78
224 TEST PILE EACH 2 5 608.35 5 1,216.70
225 PILE TIP,STEEL H EACH 62 $ 108.29 's 6.713.98 .
226 PILE,STEEL H,HP 12 X 53 LFT 2380 5 50.00 5 119.000,00
227 PILE,STEEL H,HP 12 X 74 LFT 2660 $ 65.00 $ 172.900.00
228 CONCRETE,A,SUBSTRUCTURE CYS 240 S 500.00 5 120.000.00 .
229 CONCRETE.B,FOOTINGS I CYS 93 $ 250.00 5 22,500.00
230 REINFORCING BARS LBS 74169 g 0.96 5 71.20214•
231 REINFORCING BARS,EPDXY COATED LBS 228775
$ 1.04 $ 237,926.00
232 CONCRETE,C,SUPERSTRUCTURE CYS 961 5 500.00 $ 480.500.00
233 CONCRETE,C,RAILING CYS 43 $ 871.02 5 37453.86
234 STRUCTURAL MEMBERS,CONCRETE I-BEAM.III,45 IN.X 16 IN. LFT 1505 $ 238.02 $ 358.220.10
235 SURFACE SEAL LS 1 $ 5,784.03 5 5.784.03
236 ANCHOR PLATE,AP 1 EACH 56 S 42.58 $ 2.38a 48
237 PIPE,END.BENT DRAIN,6 IN. LFT 504 g 948 $ 4.777,92
238 MASONRY COATING SFT 6490 g 1.28 $ 8,307.20
239 CONDUIT,PVC,2 IN. LET 237 5 5.87 5 1,391.19
240 CONCRETE STAINING SET 263 g 011 $ 1.343.93
241 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $ 3,577.39 5 7,154.78
242 FORMLINE,SPECIALTY.CITY SEAL EACH 2 $ 608.35 5 1,216.70
243 FORMILINER,BRIDGE RAIL.REAR FACE LFT 229 g 34.01 5 .7,788.29
244 FORMILINER,BRIDGE RAIL,FRONT FACE LFT • 229 $ 34.01 $ 7.788.29
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project Na 07-08F Alternate Bid IN
Keystone Parkway and 136th Street Interchange
Iry OM DESCRIPTION UNIT QUANTITY PRICE TOTAL
COOL CREEK BRIDGE ITEMS '
245 CONSTRUCTION ENGINEERING LS 1 $ 15127.24 $ 15,127,24
24E I MOB ILIZATION AND DEMOBILIZATION LS 1 a 10,aa3.0o S 10,000 00
248 DEBRIS REMOVE LS 1 $ 9,18660 $ 5,186.60
250 GUTTER TURNOUT,REINFORCED CONCRETE.REMOVE EACH 1 • $ 31646 $ 310.40
251 PRESENT STRUCTURE,REMOVE PORTIONS - LS 1 $ 78,523.36 $ 79,623.30
252 EXCAVATION.WATERWAY CYS 1240 5 13.11 $ 16.330.80
253 EXCAVATION.WET CYS 117 g 551.70 $ 100.82592
254 EXCAVATION, DRY CYS 78 $ 53,01 $ 4,165.98
• 255 AGGREGATE FOR END BENT BACKFILL CYS 108 $ 7180 S 7668.68
256 DENSE GRADED SUBBASE CYS 118 $ 12187 S 14,262 56
257 CONCRETE IMPRINTING SHt 2086 y 050 $ 7,301,00
258 GUARDRAIL TRANSITION TYPE TGB EACH 4 $ 1,942 01 S 7.76804
255 BARRIER DELINEATOR EACH 10 g 1227 5 12270
280 CURB,INTEGRAL,CONCRETE LFT 105 $ 55.58 3 5835.90
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 699 $ 83.33 $ 58,24767
282 RIPRAP, REVETMENT TON 1009 g 30,33 $ 30,602.97
263 GEOTEXTILES SYS 1497 g 2.31 $ 3,45807
254 SLOPEWALL CONCRETE,4 IN. SYS 329 5 67.67 $ 22,26343
—
255 PILE,CONCRETE,STEEL SHELL ENCASED.0.184 IN.,121N, i LET 25 $ 385.02 $ 9,625.50
266 DYNAMIC PILE LOAD TEST EACH 2 $ 5200.96 $ 10.419.92
267 TEST PILE,RESTRIKE EACH 2 $ 1.42919 $ 2,818 78
'268 TEST PILE ' EACH 2 $ 60635 $ 1,216.70
a
269 PILE,STEEL H,HP 12 X 53 LEI- 2504 $ 60.60 5 150,240 00
270 PILE TIP,STEEL H , EACH 40 $ 108.29 5 4,331 s0
271 CONCRETE,A.SUBSTRUCTURE CYS 305 $ 575.00 S 235.87500
272 CONCRETE,B,FOOTINGS CYS 14 3 1,200 00 $ . 16,800,40
273 FIELD DRILLED HOLE IN CONCRETE EACH 96 g 1742 5 1,67232
274 REINFORCING BARS - LBS 28573 $ 090 $ 28001.54
275 REINFORCING BARS,EPDXY COATED - LBS 217786 $ 1.04 $ 226,497,44
275 THREADED TIE BAR ASSEMBLY, EPDXY COATED EACH 62 $ 111.76 3 6,929.12
277 I CONCRETE,C.SUPERSTRUCTURE CYS 816 g 5821.00 3 406.00000
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bld#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE - TOTAL
278 CONCRETE,C,RAILING CYS 29 g 547.71 S 15,803.59
279 CONCRETE BRIDGE RAILING TRANSITION,TBC ' EACH 4 $ 1,933.72 $ 7,734.88
280 STRUCTURAL MEMBERS.CONCRETE I-BEAM,II.36 IN.X 12 IN. LFT 2352 $ 202.13 $ 475,409.76
281 SURFACE SEAL LS 1 $ 11,902.89 $ 11,902,89
282 ANCHOR PLATE,AP 1 EACH 64 g 42.58 $ 2,725.12
283 PIPE,END BENT DRAIN.6 IN, LFT 340 S 8.86 S 3.012.40
284 PIPE,PVC,6 IN. LFT 125 g 25.20 $ 3,150.00
285 CONDUIT.PVC,2 IN. LFT 375 $ 10.22 S 3,832.50
286 GRATES,BASINS,AND FITTIGS,CAST IRON LBS 576 g 9,42 S 5,425.92
287 BORROW CYS 19349 $ 12.74 S 246.506.26
288 STORMWATER TREATMENT SYSTEM.TYPE III EACH 1 $ 35,000.00 S 35500.00
289 MODIFIED 33 IN.BRIDGE RAIL,TYPE II LET 478 $ 169 49 S 81.016.22
TOTAL:$ 16,916,197.66
•
SUBMITTED BY: HIS Constructors, LLC
SIGNATURE
TERRY MO-
TITLE: President
ADDRESS: 5150 E. 65th St., Suite B Indianapolis, IN 46220
PART 3
CONTRACT ITEMS AND UNIT PRICES
• Clty of Carmel
Project No.07-08F animate 28 Alternate Bid gl Adjustment
Keystone Parkway and 136th Street Interchange •
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
9 EXCAVATION,COMMON CYS 1681 $ 13.16 $ 21,858.76
23 COMPACTED AGGREGATE,NO.53,BASE TON 10331 $ 25.18 $ 260,134.58
32 HMA INTERMEDIATE,OG.TYPE C TON (-134) $ 80.75 $ (10,820.50)
33 HMA BASE,TYPE C TON (-1479) $ 60.30 $ (89.183.70)
34 HMA INTERMEDIATE,OG,TYPED TON (-1497) $ 72.57 $ (108,637.29)
37 HMA BASE,TYPED TON (-3077) $ 54.17 $ (166,681.09)
287 BORROW CYS (-1392) $ 12.74 $ (17,734.08)
288 GEOGRID,INSTALLATION SYS 20650 $ 3.10 $ 64,015.00
TOTAL ADJUSTMENT TO ALTERNATE BID #1 : $ • (47,048.32)
SUBMITTED BY: HIS Constructors, LLC
SIGNATURE /
E.°RY MO'd°' .
TITLE:President •
ADDRESS:5150 E. 65th St., Suite B Indianapolis, IN 46220
•
•
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
Otto L e.r 10, allot'
3 nC. t6er 13) &U0
BID-4 mon30661.C4J'H.DOC
PART 5
EXCEPTIONS
Instructions To Bidders:
5.l 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 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:
Non e-
BID-5 1N20030661.c4.FE.DOc
CITY OF CARMEL
ADDENDUM NO. I
Key_ stone Parkway & 136th Street
Project No. 07-08F
October 3. 2008
To All Plan Buyers of Record:
Item I: This is to advise an 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 quantities for all Base Bid Items have been revised to eliminate decimals
The item description for Base Bid Item #98 has been changed to be Reinforced Concrete Pipe,
36IN
The item description for Base Bid Rein#]02 has been changed to be Reinforced Concrete Pipe,
121N
The item description for Base Bid Item #103 has been changed to be Reinforced Concrete Pipe,
15IN
The item description for Base Bid Item#]04 has been changed to be Reinforced Concrete Pipe,
18[N
The item description for Base Bid Rein#]05 has been changed to be Reinforced Concrete Pipe,
24IN
The item description for Base Bid Item #46 has been revised to be Guardrail, W Beam (i FT. 3
[N. Spacing
The quantity for Base Bid item#240 has been revised.
The quantity for Base Bid [tem#241 has been revised.
The quantity for Base Bid Item#284 has been revised.
The quantity for Base Bid Item#287 has been revised.
The quantity for Base Bid Item#295 has been revised.
Base Bid Item #296 Grates. Basins, and Fittings, Cast Iron has been added
Base Bid Item #297 Borrow has been added
The quantities for all Alt Bid #1 Items have been revised to eliminate decimals
The item description for Alt Bid #1 Item #96 has been changed to he Reinforced Concrete Pipe,
361N
The item description for Alt Bid#I Item#100 has been changed to he Reinforced Concrete Pipe,
[2[N
The item description for Alt Bid #1 Item /4101 has been changed to he Reinforced Concrete Pipe.
15IN
The item description For Alt Bid #1 Item #102 has been changed to be Reinforced Concrete Pipe.
I 81N
The item description for Alt Bid #1 Item#103 has been changed to be Reinforced Concrete Pipe.
241N
The item description for Alt Bid#t #45 has been revised to be Guardrail. W Beam 6 FT. 3 IN.
Spacing
The quantity For Alt Bid#1 Item#134 has been revised.
The quantity lot Alt Bid #1 Item#1.35 has been revised.
The quantity for Alt Bid 41 Item#230 has been revised.
The quantity for Alt Bid #1 Item#23I has been revised.
The quantity for Alt Bid #1 Item#274 has been revised.
The quantity for Alt Bid#1 Item#277 has heen revised.
The quantity For Alt Bid #1 hen-14285 has been revised.
Alt Bid #1 Item 4286 Grates, Basins, and Fittings. Cast Iron has been added
Alt Bid #1 Item #287 Borrow has been added
Alt Bid #2A has been added,
All Bid #2B has been added
Item 2: This notice is to advise all bidders that SP-20 Temporary Erosion Control Measures has been
revised. Please substitute the attached SP-20 with the one in your copy of the contract book.
Item 3: This notice is to advise all bidders that SP 92 Alternate Pavement Design has been added.
Please include the attached SP-92 in your copy of the contract hook.
Item 4: This notice is to advise all plan holders that the Typical Section plan sheets have been revised.
Please substitute the attached sheet #5 with the plan sheets in your copy oFthe plan set.
Item 5: This notice is to advise all plan holders that the Structure Data Table plan sheets have been
revised. Please substitute the attached sheet #'s 136-137 with the plan sheets in your copy of the plan
set.
Item 6: This notice is to advise all plan holders that the Cool Creek Bridge Superstructure Detail plan
sheet has been revised. Please substitute the attached sheet #36 with the plan sheets in your copy of the
Cool Creek plan set.
Item 7: This notice is to advise all plan holders that the Cool Creek Bridge Summary plan sheet has
been revised. Please substitute the attached sheet #41 with the plan sheets in your copy of the Cool
Creek plan set.
Item 8: This notice is to advise all plan holders that a Bid Proposal Summitry Page has been included
with the contract documents. This form should he filled out and placed as the cover page to the Bid
Documents.
If you would like to receive hard copies of Inc revised sheets or an electronic copy of the revised bid tab
please send an email request to sbalog custructurepoint.com
Should you desire to submit a bid, please do so on the basis of the information set out above.
J. Samuel Balog, PE
American Structurepoint, Inc.
317-547-5550
Fax: 317-543-0270
PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT
DOCUMENTS BEFORE SUBMITTING YOUR BID
PART 3
CONTRACT ITEMS AND UNIT PRICES
Oily of Carmel
Project No.07.08F Base B!d
Keystone Parkway and 136th Street hlterchenge
ITEM DESCRIPTION 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
S CLEARING RIGHT OF WAY LS 1
6 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
8 GUARDRAIL,REMOVE LET 2013
9 EXCAVATION,COMMON CYS 34023
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET PROTECTION EACI I 10
12 TEMPORARY CHECK DAM.REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 15
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILL FENCE. LEI 4588
16 SUBGRADE TREATMENT,TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL,TYPE 1 OYS 6623
19 STRUCTURE BACKFILL,TYPE 2 CYS 522
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE 5 CYS 1044
22 CHEMICAL MODIFIER.SOILS,MODIFYING WET FII.L SOIL,LIME TON 5362
23 COMPACTED AGGREGATE,NO.53,BASE TON 10910
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO,53,TEMPORARY FOR DRIVEWAYS TON 118
25 MILLING,ASPHALT. 1112 IN, SYS 7144
27 PROFILOGRAPH,IIRA LS 1
28 HMA SURFACE.TYPE A 'ION 132
26 HMA SURFACE.TYPE C TON 701
30 HMA INTERMEDIATE.TYPE A TON 406
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE.00,TYPE C TON 1089
33 HMA BASE,TYPE C TON 261E
34 HMA INTERMEDIATE.OG.TYPED TON 3904
35 HMA FOR TEMPORARY PAVEMENT TON 6577
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-01F Base Bid
Keysrone Parkway and 1360d Street fnterctIanue
ITEM DESCRIPTION UNIT QUANTITY PRNOE TOTAL
36 HMA SURFACE,TYPE D TON 2796
37 HMA INTERMEDIATE.TYPE U TON 3161
38 HMA BASE.TYPED TON 12400
39 HMA WEDGE AND LEVEL,TYPED TON 1073
40 ASPHALT FOR TACK COAT TON 27
41 POOP,12 IN. 515 6053
42 PCCP TRUCK APRON.7 IN. 5Y5 790
43 PCCP,4 IN, 5Y5 196
44 0-1 CONTRACTION JOINT LFT 3751
45 CONCRETE IMPRINTING SET 10326
46 GUARDRAIL,W REAM,6 rt.3IN.SPACING LET 11123
47 GUARDRAIL TRANSITION TYPE TGB EACH
48 GUARDRAIL.STEEL CURVED TERMINAL END SECTION EACH 1
49 IMPACT ATTENUATOR,62,AU,TL-3 EACH 2
50 IMPACT ATTENUATOR,R2,7J2,TL-3 EACH 2
51 GUARDRAIL END TREATMENT,OS EACH 3
52 HANDRAIL,PEDESTRIAN LET 133
53 ORNAMENTAL RAILING LFT 2135
54 BARRIER DELINEATOR EACH 53
55 CURB RAMP.CONCRETE,C SYS 89
56 CURB RAMP,CONCRETE.F SYS 21
57 CURB RAMP.CONCRETE.C 5Y5 15
58 CAIRO RAMP.CONCRETE,H SYS 53
59 CURB RAMP,CONCRETE,L 5Y5 21
60 CURB,INTEGRAL,B,CONCRETE LFT 957
61 CURB.CONCRETE MODIFIED LET 434
62 CURB AND GUTTER,B,CONCRETE LET 1562
63 CURB AND GUTTER,CONCRETE,MODIFIED LFT 2592
54 CURB AND GUTTER,B,CONCRETE.MODIFIED LFT 1947
55 CURB AND GUTTER.C,CONCRETE.MODIFIED LFT 1145
66 CURB TURNOUT EACH 3
67 CURB AND GUTTER.CONCRETE..ROLL LFT' 476
CA MODIFIED CURB TURNOUT EACH 76
69 PAVED SIDE DITCH,A LET 472
70 HMA FOR APPROACHES.TYPE A TON 332
71 PCCP FOR APPROACHES.6 IN, SYS 115
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136(11 Street Interchange
ITEM P
NO. DESCRIPTION UNIT QUANTITY R"�E TOTAL
72 MAILBOX ASSEMBLY,SINGLE EACH 3
73 MAILBOX ASSEMBLY,DOUBLE EACH 2
74 GEOTEX TILES SYS 310
75 RIPRAP,CLASS 2 TON 21
76 RIPRAP,REVETMENT TON 272
77 MOBILIZATION AND DEMOBILIZA I ION FOR SEEDING EACH 2
78 MULCHED SEEDING,T,CONVENT IONAL MIX SYS 13039
79 EROSION CONTROL BLANKET SYS 1198
80 FERTILIZER TON 2
81 SEED MIXTURE,U LETS 809
82 MULCHING MATERIAL ION 11
83 WATER kGAL 37
84 TOP SOIL CYS 7042
85 SODDING,NURSERY SYS 9064
86 IRRIGATION CONDUIT LET 500
87 CORED HOLE IN CONCRETE EACH 1
88 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS.2 EACH 1
89 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 2118
90 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503
91 MODIFIED PS-2 BRIDGE RAIL.TYPE II LFT 323
92 MODIFIED 33 IN.BRIDGE RAIL LFT 2169
93 SEAL COAT,GRAFFITI RESISTANT SET 59181
94 SURFACE SEAL SET 19077
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE,6 FT.X 4 FT. LFT 115
96 CULVERT,PRECAST BOX.REINFORCED CONCRETE.5 FT.X 5 FT. LFT 253
97 TEMPORARY RETAINING WALL LS 1
98 PIPE,REINFORCED CONCRETE,CIRCULAR.36 IN. LFT 101
99 PIPE.TYPE 4,CIRCULAR,6 I. LFT 9107
100 PIPE,TYPE 4,CIRCULAR,12 IN, LFT 20
101 PIPE,UNDERDRAIN OUTLET,6 IN. LET 775
102 PIPE,REINFORCED CONCRETE,CIRCULAR.12 IN. LEI 1756
103 PIPE,REINFORCED CONCRETE,CIRCULAR,15 IN. LET 535
104 PIPE.REINFORCED CONCRETE.CIRCULAR,18 IN. LET 380
105 PIPE,REINFORCED CONCRETE.CIRCULAR,24 IN, LFT 916
106 PIPE,TYPE 4,CIRCULAR,4 IN. LET 593
107 VIDEO INSPECT ION FOR PIPE LET 3688
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Old
Keystone Parkway and 136th Street Interchange
INO. DESCRIPTION UNIT QUANTITY PRICE TOTAL
108 OUTLET PROTECTOR,2 EACH 11
109 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
110 AGGREGATE FOR UNDERDRAINS CYS 1018
111 GEO'I'EXTILES FOR UNDERDRAIN SYS 10334
112 A20006 IN.PVC,PERFORATED LFT 2000
113 INLET TYPE HA EACH 8
114 CASTING,ADJUST TO GRAPE EACH
115 INLET,A2 EACH 3
116 INLET,J10 EACH 2
117 INLET,9110 EACH 2
118 INLET.UA EACH 1
119 CATCH BASIN,E7 EACH 3
120 CATCH BASIN,510 EACH 6
121 MANHOLE,C4 EACH 9
122 MANHOLE,J CACII 2
123 STRUCTURE.INLET,RECONSTRUCT LFT 2
124 MANHOLE,C2 EACH 7
129 MANHOLE,J4 EACH 2
126 STORMWATER TREATMENT SYSTEM.TYPE I EACH 1
127 MASONRY COATING L$ 19077
128 CONCRETE STAINING SET 40105
120 FACE PANELS,CONCRETE SFr 46679
130 WALL ERECTION SET 46679
131 LEVELING PAD,CONCRETE LFT 3342
132 COARSE AGGREGATE.NO.B TON 3330
133 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 711
134 MODULAR BLOCK WALL ERECTION SYS 711
135 CONSTRUCTION SIGN,C EACH 2
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5
137 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LET 27459
138 TEMPORARY PAVEMENT MARKING.REMOVABLE,8 IN, LET 4865
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20
140 CONSTRUCTION SIGN.A EACH 35
141 CONSTRUCTION SIGN,B EACH 6
142 FLASHING ARROW SIGN DAY 50
143 MAINTAINING TRAFFIC LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
Cif),of Carmel
Project No,07-08F Base Bid
Keystone Parkway and 116th Street Interchange
ITEM UNIT
NO DESCRIPTION UNIT QUANTITY PRICE TOTAL
144 BARRICADE,1144 LFT 132
145 BARRICADE,Ili-B I.FT 228
14$ TEMPORARY TRAFFIC BARRIER.TYPE 1 LFT 2579
147 TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 385
148 TEMPORARY TRAFFIC BARRIER.TYPE I.ANCHORED LFT 297
149 TEMPORARY TRAFFIC BARRIER.TYPE 2,ANCHORED LFT 2772
150 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
451 SIGN POST,SQUARE, I,REINFORCED ANCHOR BASE LET 526
452 SIGN.PANEL,WI'I'H LEGEND SET 215
153 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
454 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.089 IN-THICKNESS SET 205
555 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.400 IN.1HICKNESS SFT 109
156 STRUCTURAL STEEL,BREAKAWAY LBS 2019
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
158 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
160 WIRE.NO.4 COPPER.IN PLASTIC DUCT.IN PLAS'I'IC CONDUIT,4 VC LFI 775
161 CONDUIT.PVC.2 IN. LET 775
162 CONDUIT.STEEL,GALVANIZED,2 IN. LET 537
163 WIRE.NO.4 COPPER.IN PLASTIC DUCT.IN CONDUIT.4 1(C LFT 537
164 HANDHOLE.LIGHTING EACH 8
165 LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT. EACH 26
166 JUNCTION BOX EACH 2
167 WIRE,NO 4,COPPER,IN PLASTIC DUCT',IN TRENCH,4 PC LFT 7452
168 UNDERPASS CIRCUIT INSTALLATION, I LIIMINAIRE EACH 2
169 SERVICE POINT,II EACH 2
170 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
171 CONNECTOR KU,UNFUSED EACH 25
172 CONNECTOR KIT,FUSED EACH 26
173 MULTIPLE COMPRESSION PITTING,NON-WATERPROOFED EACH 60
174 MULTIPLE COMPRESSION FITTING.WA IERPROOFED EACH 26
175 INSULATION LINK.NONWATERPROOFED EACH 56
176 INSULATION LINK,WATERPROOFED EACH 32
177 CABLE DUCT MARKER EACH 13
178 POLE CIRCUIT CABLE,1 C NO 10 STRANDED COPPER LET 1920
179 CABLE INTERDUCT LFT 1310
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
180 HANDHOLE EACH 5
181 LUMINAIRE,ROADWAY.METAL HALIDE.250 WAT1,PORT HURON EACH 17
182 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11
183 LUMINAIRE,UNDERPASS,WALL MOUNTED.METAL HALIDE, 150 WATT EACH 2
184 LIGHT FOUNDATION,BRIDGE MOUNT.WITH GROUNDING EACH 4
185 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT.MAST ARM,BREAKAWAY BASE EACH 11
186 LIGHT POLE,30 FT,E .H„8 FT.MAST ARM,TRANSFORMER BASE, EACH 1 13
DECORATIVE POLE,MAST ARM.AND BASE ,
187 LIGHT POLE,15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4
DECORATIVE POLE MAST ARM AND BASE
188 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
189 LINE,EPDXY.BROKEN.WHITE.4 IN. LFT 132
190 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LFT 440
191 'LINE,EPDXY,SOLID,WHITE,4 IN. LFT I 2509
192 LINE.EPDXY,SOLID.YELLOW.4 IN. LFT 2784
193 LINE,EPDXY,SOLID,WHITE.8 IN, LFT 241
194 TRANSVERSE MARKING,REMOVE LFT 77
195 LINE.THERMOPLASTIC.BROKEN,WHITE,4 IN, LFT 2283
196 LINE.THERMOPLASTIC,SOLID,WHITE.4 IN, LFT 7478
197 LINE.THERMOPLASTIC,SOLID,WHITE,8 IN. LET 2510
198 LINE,THERMOPLASTIC.SOLID.WIIITE.24 IN. LFT 217
199 LINE,PAINT,BROKEN,WHITE,4 IN. LFT 1520
200 LINE.PAINT.SOLID.WIIITE.4 IN, LFT 8754
201 LINE,PAINT.SOLID,YELLOW,4 IN. LFT 5600
202 LINE,REMOVE LET 4857
203 LINE,EPDXY,SOLID,WHITE,24 IN. LET 28
204 LINE,THERMOPLASTIC,SOLID,WHITE.6 IN. LET 357
205 LINE,THERMOPLASTIC.50110,YELLOW,4 IN, LET 9441
206 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH LFT 30
LINE 12 IN.
207 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE,24 IN, LFT 80
208 TRANSVERSE MARKINGS, THERMOPLASTIC."SHARKS TEETH" LFT 81
209 (PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION ARROW EACH 6
210 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) EACH 2
PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE
211 EACH 2
INDICATION ARROW
212 ISNOW'PLOWABLE RAISED PAVEMENT MARKER EACH 233
213 LINE,THERMOPLASTIC,SOLID.YELLOW.8 I. LET 236
214 LINE,THERMOPLASTIC,BROKEN,WHITE, 12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105
215 RETAINING WALL MOCK UP LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th 5freer Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
215 BRIDGE RAIL MOCK UP LS 1
217 FLAI-WORK MOCK UP LS 1
218 FORMIJNER,WALL PANELS SFT 46679
219 FORNIIJNER,MODIFIED PS-2 RAILING FOP ROADWAYS,FRONT FACE LFT 825
220 FORMLINER,33IN,BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2159
135TH ST,BRIDGE ITEMS
221 CONSTRUCTION ENGINEERING LS 1
222 MOBILIZATION AND DEMOBILIZATION LS 1
223 EXCAVATION,DRY CYS 163
224 B BORROW CYS 55
225 AGGREGATE FOR END BENT BACKFILL CYS 178
226 DENSE GRADED SUBBASE CYS 32
227 CONCREI E IMPRINTING SET 8925
228 ORNAMENTAL RAILING LFT 225
229 CURB,INTEGRAL,CONCRETE LET 168
239 REINFORCED CONCRETE BRIDGE APPROACH SYS 186
231 GEOTEXTILES SYS 390
232 DYNAMIC PILE LOAD TEST EACH 2
233 TEST PILE,RESTRIKE EACH 2
234 TEST PILE EACH 2
235 PILE TIP,STEEL H EACH 62
236 PILE.STEEL H.HP 12 X 53 LFT 2350
237 PILE,STEEL H.HP 12 X 74 LET 2650
238 CONCRE1E,A,SUBSTRUC'I URE CYS 240
239 CONCRETE,B.FOOTINGS CYS 90
240 REINFORCING BARS LBS 74169
241 REINFORCING BARS.EPDXY COATED LBS 228775
242 CONCRETE,C.SUPERSTRUCTURE CYS 961
243 CONCRETE,C,RAILING CYS 43
244 STRUCTURAL MEMBERS,CONCRETE I-BEAM.II,36 IN,X 12 IN. LFT 1505
245 SURFACE SEAL LS 1
246 ANCHOR PLATE,Al'1 EACH 56
247 PIPE,END DENT BRAIN,6 IN. LET 501
248 MASONRY COATING LS 6490
246 CONDUIT,PVC.2 IN. LFT 237
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 736th Street Interchange
ITE DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO.250 CONCRETE STAINING SET 263
251 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2
252 FORMLINE,SPECIAL I Y,CITY SEAL EACH 2
253 FORMILINER,BRIDGE RAIL.REAR FACE LFT 229
254 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 229
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS 1
256 MOBILIZATION AND DEMOBILIZATION LS I
257 CLEARING RIGHT OF WAY LS 1
258 DEBRIS REMOVE L5 1
259 PAVEMENT REMOVAL SI'S , 354
260 GUI TER TURNOUT.REINFORCED CONCRETE.REMOVE EACH 1
261 PRESENT STRUCTURE.REMOVE PORTIONS EACH 1
262 EXCAVATION.WATERWAY CYS 1240
263 EXCAVATION,WET CYS 117
264 EXCAVATION.DRY CYS 78
265 AGGREGATE FOR END BENT BACKFILL CYS 108
266 DENSE GRADED SUBBASE CYS 118
267 CONCRETE IMPRINTING SFT 2086
268 GUARDRAIL TRANSITION TYPE TGB EACH 4
269 BARRIER DELINEATOR EACH 10
270 CURB,INTEGRAL.CONCRETE LFT 105
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
272 RIPRAP,REVETMENT ION 1009
273 GEOTEXTILES SYS 1497
274 SLOPEWALL,CONCRETE,4 IN. SYS 329
, 275 PILE,CONCRETE,STEEL SHEI.L ENCASED.0.184 IN.,12 IN. LFT 25
276 DYNAMIC PILE LOAD TEST EACI I 2
277 TEST PILE,RESTRIKE EACH 2
278 TEST PILE EACH 2
279 PILE,STEEL H,HP 12 X 53 LFT 2504
280 PILE TIP.STEEL H EACH 40
281 CONCRETE,A.SUBSTRUCTURE CYS 305
282 CONCRETE,B,FOOTINGS CYS 13
283 FIELD DRILLED HOLE IN CONCRE I EACH 96
284 REINFORCING BARS LETS 28573
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
285 REINFORCING BARS.EPDXY COATED LBS 217766
286 THREADED TIE BAR ASSEMBLY.EPDXY COATED EACH 62
287 CONCRETE.C,SUPERSTRUCTURE CVS 816
28B CONCRETE,C,RAILING CYS 29
289 CONCRETE BRIDGE RAILING TRANSITION,TBC , EACH 4
290 STRUCTURAL MEMBERS.CONCRETE I-BEAM,II.36 IN.X 12 IN. LFT 2352
291 SURFACE SEAT. I LS 1
292 ANCHOR PLATE.AP 1 EACH 64
293 PIPE,END BENT DRAIN,6 IN. LFT 340
294 PIPE.PVC.61N. LFT 125
295 CONDUIT,PVC.2 IN. SET 375
296 GRATES.BASINS.AND FITTINGS,CAST IRON LBS 576
297 BORROW CYS 19349
TOTAL:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid a1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION 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 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
8 GUARDRAIL.REMOVE LFT 2013
9 EXCAVATION,COMMON CYS 33184
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM.REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRADE TREATMENT,TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL.TYPE 1 CYS 6623
19 STRUCTURE BACKFILL.TYPE 2 CYS 522
20 STRUCTURE BACKFILL.TYPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE 5 CYS 1044
22 CHEMICAL MODIFIER.SOILS,MODIFYING WET FILL SOIL.LIME TON 5362
23 COMPACTED AGGREGATE.NO.53,BASE TON 7298
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING,ASPHALT,1 112 IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE,TYPE A TON 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE.TYPE A TON 406
31 HMA INTERMEDIATE.TYPE C TON 950
32 HMA INTERMEDIATE,OG.TYPE C TON 1089
33 HMA BASE.TYPE C TON 2619
34 HMA INTERMEDIATE,OG,TYPE 0 TON 3964
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid 01
Keystone Parkway and 136th Street Interchange
ITEM PRICE
NO. DESCRIPTION UNIT QUANTITY TOTAL
35 HMA SURFACE.TYPE D TON 2796
36 HMA INTERMEDIATE,TYPED TON 3161
37 HMA BASE.TYPE D TON 12400
38 HMA WEDGE AND LEVEL.TYPE D TON 1073
39 ASPHALT FOR TACK COAT TON 27
40 PCCP.12 IN. SYS 6053
41 PCCP TRUCK APRON.7 IN. SYS 790
42 PCCP,4 IN. SYS 196
43 D-1 CONTRACTION JOINT LFT 3751
44 CONCRETE IMPRINTING SFT 10326
45 GUARDRAIL,W BEAM,6 Fr.3 IN.SPACING LFT 1106
46 GUARDRAIL TRANSITION TYPE TGB EACH 1
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
48 IMPACT ATTENUATOR,R2,W1,TL-3 EACH 2
49 IMPACT ATTENUATOR.R2,W2.TL-3 EACH 2
50 GUARDRAIL END TREATMENT.OS EACH 3
51 HANDRAIL,PEDESTRIAN LFT 133
52 ORNAMENTAL RAILING LFT 2135
53 BARRIER DELINEATOR EACH 55
54 CURB RAMP,CONCRETE.C SYS 89
55 CURB RAMP.CONCRETE.F SYS 21
56 CURB RAMP.CONCRETE,G SYS 15
57 CURB RAMP,CONCRETE,H SYS 53
58 CURB RAMP,CONCRETE,L SYS 21
50 CURB.INTEGRAL.B.CONCRETE LFT 957
60 CURB.CONCRETE,MODIFIED LFT 434
61 CURB AND GUTTER,B,CONCRETE LFT 1562
62 CURB AND GUTTER.CONCRETE,MODIFIED LFT 2692
63 CURB AND GUTTER.B,CONCRETE,MODIFIED LFT 1947
64 CURB AND GUTTER,C.CONCRETE,MODIFIED LFT 1145
65 CURB TURNOUT EACH 3
66 CURB AND GUTTER,CONCRETE,ROLL LFT 476
67 MODIFIED CURB TURNOUT EACH 76
68 PAVED SIDE DITCH.A LFT 472
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07.08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM PRICE
NO. DESCRIPTION UNIT QUANTITY TOTAL
69 HMA FOR APPROACHES.TYPE A TON 332
70 PCCP FOR APPROACHES,6 IN. SYS 115
71 MAILBOX ASSEMBLY,SINGLE EACH 3
72 MAILBOX ASSEMBLY.DOUBLE EACH 2
73 GEOTEXTILES SYS 310
74 RIPRAP.CLASS 2 TON 21
75 RIPRAP,REVETMENT TON 272
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
77 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039
78 EROSION CONTROL BLANKET SYS 1198
79 FERTILIZER TON 2
80 SEED MIXTURE.U LBS 808
81 MULCHING MATERIAL TON 11
82 WATER kGAL 37
83 TOP SOIL CYS 7042
84 SODDING,NURSERY SYS 9064
85 IRRIGATION CONDUIT LFT 500
86 CORED HOLE IN CONCRETE EACH 1
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
88 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 2118
89 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503
90 MODIFIED PS-2 BRIDGE RAIL,TYPE II LFT 323
91 MODIFIED 33 IN.BRIDGE RAIL LET 2169
92 SEAL COAT,GRAFFITI RESISTANT SFT 59181
93 SURFACE SEAL SFT 19077
94 CULVERT.PRECAST BOX.REINFORCED CONCRETE,6 FT.X 4 FT, LFT 115
95 CULVERT,PRECAST BOX.REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253
96 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 101
97 PIPE,TYPE 4,CIRCULAR.6 IN. LFT 9107
9B PIPE,TYPE 4,CIRCULAR,12 IN. LET 20
99 PIPE.UNDERDRAIN OUTLET,6 IN. LFT 775
100 PIPE,REINFORCED CONCRETE.CIRCULAR. 12 IN. LFT 1756
101 PIPE,REINFORCED CONCRETE,CIRCULAR, 15 IN. LFT 535
102 PIPE,REINFORCED CONCRETE,CIRCULAR,18 IN. LFT 380
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid 01
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
103 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. LFT 916
104 PIPE,TYPE 4,CIRCULAR,4 IN. LFT 593
105 VIDEO INSPECTION FOR PIPE LET 3688
106 OUTLET PROTECTOR,2 EACH 11
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
108 AGGREGATE FOR UNDERDRAINS CYS 1018
109 GEOTE%TILES FOR UNDERDRAIN SYS 10834
110 A2000 6 IN.PVC,PERFORATED LFT 2000
111 INLET TYPE HA EACH 8
112 CASTING,ADJUST TO GRADE EACH 3
113 INLET,J10 EACH 2
114 INLET,M10 EACH 2
115 INLET.UA EACH 1
116 CATCH BASIN,E7 EACH 3
117 CATCH BASIN.K10 EACH 6
118 MANHOLE.C4 EACH 9
119 MANHOLE,J EACH 2
120 STRUCTURE,INLET,RECONSTRUCT LFT 2
121 MANHOLE.C2 EACH 7
122 MANHOLE,J4 EACH 2
123 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1
124 MASONRY COATING LS 10077
125 CONCRETE STAINING SET 40105
126 FACE PANELS.CONCRETE SET 46679
127 WALL ERECTION SET 46679
128 LEVELING PAD,CONCRETE LFT 3342
129 COARSE AGGREGATE,NO.8 TON 3330
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 711
131 MODULAR BLOCK WALL ERECTION SYS 711
132 CONSTRUCTION SIGN,C EACH 16
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2
134 TEMPORARY PANEL SIGNS SYS 124
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256
136 TEMPORARY PAVEMENT MARKING.REMOVABLE.8 IN. LET 1500
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6
138 CONSTRUCTION SIGN.A EACH 1
139 FLASHING ARROW SIGN DAY 120
140 MAINTAINING TRAFFIC LS 1
141 BARRICADE.III-A LFT 48
142 BARRICADE.III-B LFT 108
143 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
144 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LET 526
145 SIGN.PANEL.WITH LEGEND SR" 215
146 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
147 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND.0.080 IN.THICKNESS SET 205
148 SIGN.SHEET,ENCAPSULATED LENS WITH LEGEND.0.100 IN.THICKNESS SET 109
149 STRUCTURAL STEEL,BREAKAWAY LBS 2019
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
151 DECORATIVE STREET SIGN ASSEMBLY.INSTALLED EACH 2
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
153 WIRE,NO.4 COPPER.IN PLASTIC DUCT.IN PLASTIC CONDUIT.4 1/C LFT 775
154 CONDUIT.PVC.2IN. LFT 775
155 CONDUIT.STEEL,GALVANIZED.2 IN. LFT 537
156 WIRE.NO.4 COPPER,IN PLASTIC DUCT.IN CONDUIT,4 1/C LFT 537
157 HANDHOLE,LIGHTING EACH B
158 LIGHT STANDARD FOUNDATION.3 FT.DIA.X 6 FT. EACH 28
159 JUNCTION BOX EACH 2
160 WIRE,NO.4,COPPER,IN PLASTIC DUCT,IN TRENCH,4 1/C LFT 7452
161 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 2
162 SERVICE POINT,II EACH 2
163 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
164 CONNECTOR KIT,UNFUSED EACH 28
165 CONNECTOR KIT.FUSED EACH 28
166 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60
167 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
168 INSULATION LINK,NONWATERPROOFED EACH 56
169 INSULATION LINK.WATERPROOFED EACH 32
170 CABLE DUCT MARKER EACH 13
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid 711
Keystone Parkway and 136th Street Interchange
INS DESCRIPTION UNIT QUANTITY PRNCE TOTAL
171 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 1920
172 CABLE INTERDUCT LFT 1370
173 HANDHOLE EACH 5
174 LUMINAIRE.ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17
175 LUMINAIRE,ROADWAY.METAL HALIDE,250 WATT,MONGOOSE EACH 11
176 LUMINAIRE.UNDERPASS.WALL MOUNTED,METAL HALIDE,150 WATT EACH 2
177 LIGHT FOUNDATION,BRIDGE MOUNT,WITH GROUNDING EACH 4
178 LIGHT POLE.30 FT.E.M.H.DUAL 1.5 FT.MAST ARM.BREAKAWAY BASE EACH 11
LIGHT POLE,30 FT.E,M,H.,8 FT.MAST ARM,TRANSFORMER BASE,
179 DECORATIVE POLE,MAST ARM,AND BASE EACH 13
180 LIGHT POLE, 15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE, EACH 4
DECORATIVE POLE,MAST ARM.AND BASE
181 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
182 LINE,EPDXY,BROKEN,WHITE,4 IN. LFT 132
183 TRANSVERSE MARKINGS.THERMOPLASTIC.CROSSWALK,WHITE.24 IN. LFT 440
184 LINE,EPDXY,SOLID,WHITE.4 IN. LFT 2509
185 LINE,EPDXY.SOLID.YELLOW.4 IN. LFT 2784
186 LINE,EPDXY,SOLID.WHITE,8 IN. LFT 241
187 TRANSVERSE MARKING,REMOVE LFT 77
188 LINE,THERMOPLASTIC.BROKEN,WHITE.4 IN. LFT 2283
189 LINE,THERMOPLASTIC,SOLID,WHITE.4 IN. LFT 7478
190 LINE.THERMOPLASTIC.SOLD.WHITE.8 IN. LFT 2510
191 LINE.THERMOPLASTIC.SOLID.WHITE,24 IN. LFT 217
192 LINE,REMOVE LFT 800
193 LINE,EPDXY,SOLID,WHITE,24 IN. LFT 28
194 LINE.THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 357
195 LINE.THERMOPLASTIC.SOLID,YELLOW,4 IN, LFT 9441
196 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH LET 30
LINE,12 IN.
197 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 80
198 TRANSVERSE MARKINGS.THERMOPLASTIC,"SHARKS TEETH" LFT 81
1919 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6
_ _ARROW
200 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.WORD(ONLY) EACH 2
PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,FISHHOOK LANE
201 EACH 2
INDICATION ARROW
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
203 LINE.THERMOPLASTIC.SOLID,YELLOW,8 IN. LFT 236
204 LINE,THERMOPLASTIC,BROKEN,WHITE.12 IN.,3 FT.STRIPE.3 FT.GAP LFT 105
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
205 RETAINING WALL MOCK UP LS 1
206 BRIDGE RAIL MOCK UP LS 1
207 FLAT-WORK MOCK UP LS 1
208 FORMLINER,WALL PANELS SFT 46679
209 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS,FRONT FACE LFT 825
210 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS.REAR FACE LFT 2169
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid 81
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
136TH ST.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1
212 MOBILIZATION AND DEMOBILIZATION LS 1
213 EXCAVATION,DRY CYS 163
214 B BORROW CYS 55
215 AGGREGATE FOR END BENT BACKFILL CYS 178
216 DENSE GRADED SUBBASE CYS 32
217 CONCRETE IMPRINTING SET 8925
218 ORNAMENTAL RAILING LFT 225
219 CURB,INTEGRAL.CONCRETE LFT 168
220 REINFORCED CONCRETE BRIDGE APPROACH SYS 188
221 GEOTEXTILES SYS 390
222 DYNAMIC PILE LOAD TEST EACH 2
223 TEST PILE,RESTRIKE EACH 2
224 TEST PILE EACH 2
225 PILE TIP,STEEL H EACH 62
226 PILE,STEEL H,HP 12 X 53 LFT 2380
227 PILE,STEEL H.HP 12 X 74 LFT 2660
228 CONCRETE.A.SUBSTRUCTURE CYS 240
229 CONCRETE,B.FOOTINGS CYS 00
230 REINFORCING BARS LBS 74169
231 REINFORCING BARS,EPDXY COATED LBS 228775
232 CONCRETE.C,SUPERSTRUCTURE CYS 961
233 CONCRETE.C,RAILING CYS 43
234 STRUCTURAL MEMBERS.CONCRETE I-BEAM.II,36 IN.X 12 IN. LET 1505
235 SURFACE SEAL LS 1
236 ANCHOR PLATE,AP 1 EACH 56
237 PIPE,END BENT DRAIN,6 IN. LET 504
238 MASONRY COATING LS 6490
239 CONDUIT,PVC.2 IN. LFT 237
240 CONCRETE STAINING SET 263
241 STREET NAME SIGN,BRIDGE MOUNTED.DECORATIVE EACH 2
242 FORMLINE,SPECIALTY,CITY SEAL EACH 2
243 FORMILINER,BRIDGE RAIL.REAR FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM UNIT UNIT QUANTITY PRICE
TOTAL
244 FORMILINER.BRIDGE RAIL.FRONT FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No,07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS 1
246 MOBILIZATION AND DEMOBILIZATION LS 1
247 CLEARING RIGHT OF WAY LS 1
248 DEBRIS REMOVE LS 1
249 PAVEMENT REMOVAL SYS 354
250 GUTTER TURNOUT.REINFORCED CONCRETE.REMOVE EACH 1
251 PRESENT STRUCTURE.REMOVE PORTIONS EACH 1
252 EXCAVATION.WATERWAY CYS 1240
253 EXCAVATION,WET CYS 117
254 EXCAVATION,DRY CYS 78
255 AGGREGATE FOR END BENT BACKFILL CYS 108
256 DENSE GRADED SUBBASE CYS 118
257 CONCRETE IMPRINTING SFT 2086
258 GUARDRAIL TRANSITION TYPE TGB EACH 4
259 BARRIER DELINEATOR EACH 10
260 CURB.INTEGRAL.CONCRETE LFT 105
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
262 RIPRAP.REVETNIENT TON 10(19
263 GEOTEXTILES SYS 1497
264 SLOPEWALL,CONCRETE,4 IN. SYS 329
265 PILE,CONCRETE.STEEL SHELL ENCASED,0.184 IN..12 IN. LFT 25
266 DYNAMIC PILE LOAD TEST EACH 2
267 TEST PILE.RESTRIKE EACH 2
268 TEST PILE EACH 2
269 PILE.STEEL H,HP 12 X 53 LFT 2504
270 PILE TIP.STEEL H EACH 40
271 CONCRETE,A.SUBSTRUCTURE CYS 305
272 CONCRETE,8,FOOTINGS CYS 13
273 FIELD DRILLED HOLE IN CONCRETE EACH 96
274 REINFORCING BARS LBS 28573
275 REINFORCING BARS,EPDXY COATED LBS 217786
276 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
277 CONCRETE,C.SUPERSTRUCTURE CYS 816
SP-92 —ALTERNATE PAVEMENT DESIGNS
A. DESCRIPTION
An alternate pavement design utilizing geogrid reinforcement has been developed for the HMA
pavement sections along Keystone Parkway and 136°i Street. HMA sections shall he in accordance with
the attached details.
B. MATERIALS
Tensar TX 170 Geogrid shall be supplied by the City. The Contractor shall pick up the supplied
materials at the City of Cannel Street Department and install it at the project site as shown on the plans
and specifications. The Contractor shall notify the City personnel and make arrangements for picking
up the Department furnished materials listed at least five work days prior to the expected date of
beginning of work.
HMA materials shall be in accordance with 402.03
C. CONSTRUCTION
HMA shall he in accordance with 402
The geogrid shall be installed in accordance with the manu1:icturet's recommendations with
excess geogrid being removed. The Contractor may turn the excess portion of the geogrid into the fill
layer as an alternative to removal, provided an acceptable installation is obtained. The geogrid shall be
kept taut during placement of the initial lift of backfill. Installation may require the use of stakes to hold
the geogrid in place.
The geogrid material supplier shall provide a qualified manufacturer's representative on the
contract site at the start of the work to assist the Contractor. The representative shall also be available
during the construction when required by the Engineer or Contractor. A copy of the manual for the
installation shall be furnished to the Engineer.
Geogrid shall be overlapped a minimum of 2.0 ft (0.6 m) side to side and end to end The
geogrids shall be overlapped 3.0 ft (1 m) in areas where foundation conditions cannot support foot
traffic or where 2.0 ft (0.6 m) is found to be inadequate during till placement. Overlaps shall be oriented,
or shingled, to prevent advancing fill from lifting the geogrid. Overlaps shall be further secured to
prevent separation during fill placement. Damaged geogrid shall be patched. Patching shall include
placement of a minimum of 3.0 ft (I m) of overlapped geogrid beyond the damaged area. If the damaged
portion extends for more than 50% of the roll in the width direction, the entire width shall be replaced.
Geogrid shall be covered with fill within three calendar days after placement. Only that amount
of geogrid required for pending work shall be placed to minimize exposure of the geogrid.
D. METHOD OF MEASUREMENT
Geogrid installation will be measured by the square yard installed. The quantity will be
computed based on the total area of geogrid shown on the plans, exclusive of the area of overlaps. The
portion of geogrid cut off or turned up into the backfill layer will not be measured for payment.
ALTERNATE PAVEMENT DESIGN'S TS-92
IN20030661
HMA will he measured in accordance with 402.19
E. BASIS OF PAYMENT
HMA will be paid in accordance with 402.20
The accepted quantities of geogrid will be paid for at the contract unit price per square yard of
geogrid installed.
Payment will be made under:
Pay Item Pay Unit Symbol
Geogrid, Installation SYS
The cost of material pick-up, manufacturer's representative, all labor and equipment required for placing
the geogrid. all work necessary to establish grades. geogrid splices, overlaps, stakes or pins.
supplemental product test data. and patching or replacement of damaged geogrid shall be included in the
cost of this work.
ALTERNATE PAVEMENT DESIGNS TS-92
IN200 0661
CITY OF CARMEL.
ADDENDUM NO. 2
Keystone Parkway & 136'x' Street
Project No. 07-08F
October 10. 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. 2
The following summarizes the changes to the Itemized Bid
The quantity for Base Bid Item#I 8 Structure Backfill, Type I has been revised.
The quantity for Base Bid Item#19 Structure Backfill. Type 2 has been revised.
The quantity for Base Bid Item#21 Structure Backlill, Type 5 has been revised.
The quantity for Base Bid Item#85 Sodding. Nursery has been revised.
The quantity for Base Bid Item#98 Pipe, Reinforced Concrete, Circular. 36 IN has been revised.
The quantity for Base Bid Item#133 Modular Block Wall with Ground Reinforcement has been
revised.
The quantity for Base Bid Item#134 Modular Block Wall Erection has been revised.
The item description for Base Bid Item#244 has been changed to Structural Members, Concrete
I-Beam, III. 36in. X 12 in.
The Pay Item Unit for Base Bid Item#248 Masonry Coating has been revised.
Base Bid Item#257 has been deleted.
Base Bid Item#259 has been deleted.
Base Bid Item#298 Stormwater Treatment System. Type III has been added.
The quantity for Alt Bid# Item#18 Structure Backlit', Type I has been revised.
The quantity for Alt Bid# Item#19 Structure Backlill, Type 2 has been revised.
The quantity for Alt Bid#I Item#2I Structure Backlit]. Type 5 has been revised.
The quantity for Alt Bid# Item#84 Sodding. Nursery has been revised.
The quantity for Alt Bid#1 Item#96 Pipe. Reinforced Concrete, Circular, 36 IN has been revised.
The quantity for Alt Bid# Item#I 30 Modular Block Wall with Ground Reinforcement has been
revised.
The quantity fix Alt I3id#I Item#131 Modular Block Wall Erection has been revised.
The item description for Alt Bid Item#234 has been changed to Structural Members. Concrete (-
Beam. III. 36in. X 12 in.
The unit Ibr Alt Bid#I Item/1238 Masonry Coating has been revised.
Alt Bid#I Item#247 has been deleted.
Alt Bid# Item#249 has been deleted.
Alt Bid#I Item#288 Stormwater Treatment System, Type III has been added.
Item 2: A pre-bid meeting was held on October 7, 2008. Attached are the minutes of items discussed at
the meeting.
Item 3: The NOTICE TO BIDDERS has been revised. The first two sentences of the last paragraph
now read "No bidder mqr %rithdrmi'any but or proposal within n period Of sielp (60) days lidlosving the
date set for receiving bids or proposals. The Carmel Board of Public Narks and Safely reserves the
right to hold any or all bids or proposals for a period of not more than sixty (60) days and said bids or
proposal shall remain in (h/I/irrce and c(/ect during said period. Please substitute the attached NOTICE
TO BIDDERS with the one in your copy of the contract hook.
Item 4: This notice is to advise all bidders that SP-07 Existing Conditions has been revised. Please
substitute the attached SP-07 with the one in your copy of the contract book.
Item 5: This notice is to advise all bidders that SP-23 Chemical Modification of Soils has been revised.
Please substitute the attached SP-23 with the one in your copy of the contract book.
Item 6: This notice is to advise all bidders that SP-57 Ornamental Railing has been revised. Please
substitute the attached SP-57 with the one in your copy of the contract book.
Item 7: This notice is to advise all bidders that SP-88 Stormwater Treatment System has been revised.
Please substitute the attached SP-88 with the one in your copy of the contract book.
Item 8: This notice is to advise all bidders that SP-93 Modified Concrete Bridge Railing Transition,
TPS-2 has been added. Please include the attached SP-93 in your copy of the contract hook.
Item 9: This notice is to advise all plan holders that the Typical Section plan sheet has been revised.
Please substitute the attached sheet 10 with the plan sheet in your copy of the plan set.
Item 10: This notice is to advise all plan holders that the Plan and Profile plan sheets have been revised.
Please substitute the attached sheet #'s 55. 56. & 59 with the plan sheets in your copy of the plan set.
Item 11: This notice is to advise all plan holders that the Construction Detail plan sheets have been
revised. Please substitute the attached sheet #'s 71, 72, K 77 with the plan sheets in your copy of the
plan set.
Item 12: This notice is to advise all plan holders that the Erosion Control plan sheets have been revised.
Please substitute the attached sheet #'s 91. 92. 96. & 97 with the plan sheets in your copy of the plan set.
Item 13: This notice is to advise all plan holders that the Retaining Wall "A" Details plan sheets have
been revised. Please substitute the attached sheet #100 with the plan sheet in your copy of the plan set.
Item 14: This notice is to advise all plan holders that the Miscellaneous Quantities Table plan sheet has
been revised. Please substitute the attached sheet #129 with the plan sheet in your copy of the plan set.
Item 15: This notice is to advise all plan holders that the Structure Data Table plan sheets have been
revised. Please substitute the attached sheet tt's 135-136 with the plan sheets in your copy of the plan
set.
Item 16: This notice is to advise all plan holders that the Cross Section plan sheets have been revised.
Please substitute the attached sheet #149 with the plan sheet in your copy of the plan set.
Item 17: In addition to the questions asked at the Ike-Bid meeting the following list of questions has
been received. Responses are provided.
Question I: Is Lime Kiln Dust an acceptable material to be used in the Chemical Modification of Soils
Response: Materials shall be in accordance with INDOT Standard Specification section 9I3.04(b) Lime
shall be a hydrated lime when used in masonry or a hydrated lime. quicklime. or lime by-
product when used or soil modification. See the INDOT standard spec for further material
clarification
Question 2: Sheet 36 of 41 oldie 136'".Street bridge plans show the c/r/keen!architectural finishes for the
sidewalks, railings. etc.. and has a legend. The legend has no explanations.for these areas.
Can you please provide?
Response: Please refer to SP-S6 Architectural Finishes.
Question 3: Should the pay item unit for item 248 he SET not LS?
Response: The pay item unit has been updated
Question 4: Par item ,Vo./IS is listed as U1- Inlet. Can you provide details of this type xtructure?
Response: This structure shall be constructed in accordance with INDOT Std. Dwg. 1:61 6-SWCO-06
If you would like to receive hard copies of the revised sheets please send an email request to
sbalou@structurepoint.com
structurepoint.com
Should you desire to submit a bid, please do so on the basis of the information set out above.
J. Samuel Balog, PE
American Structurepoiin, Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN TIIE CONTRACT
DOCUMENTS BEFORE SUBMITTING YOUR BID
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Sheet Interchange
ITEM DESCRIPTION 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 TRAFFIC SIGNAL.EQUIPMENT.REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
8 GUARDRAIL,REMOVE LFT 2013
9 EXCAVATION,COMMON CYS 34023
10 EXCAVATION.UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET PROTECTION EACH 10
I 12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89
13 I TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFl 4586
16 SUBGRADE TREATMENT,TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL,TYPE 1 CYS 6658
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL.TYPE 5 CYS 671
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5362
23 COMPACTED AGGREGATE.NO.53,BASE TON 10910
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING,ASPHALT,1 12 IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE,TYPE A TON 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE.TYPE A TON 406
31 HMA IN'I ERMEDIATE.TYPE C TON 950
32 HMA INTERMEDIATE.OG,TYPE C TON 1089
33 HMA BASE,TYPE C ION 2619
34 IHMA INTERMEDIATE,OG.TYPED TON 3964
35 HMA FOR TEMPORARY PAVEMENT TON 6577
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
1N0 DESCRIPTION UNIT QUANTITY PRICE
TOTAL
36 HMA SURFACE,TYPE D TON 2796
37 HMA INTERMEDIATE,TYPED TON 3161
38 HMA BASE,TYPE I) TON 12400
39 HMA WEDGE AND LEVEL,TYPED TON 1073
40 ASPHALT FOR TACK COAT TON 27
41 PCCP,121N, SYS 6053
42 PCCP TRUCK APRON.7 IN, SYS 790
43 PCCP,4 IN SYS 196
44 D-1 CONTRACTION JOINT LET 3751
45 CONCRETE IMPRINTING SF1 10326
46 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LFT 1106
47 GUARDRAIL TRANSITION TYPE TGB EACH 1
48 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH I
49 IMPACT ATI ENUATOR,R2.Wt,TL-3 EACH 2
50 IMPACT ATTENUATOR,R2,W2,TL.3 EACH 2
5I GUARDRAIL END TREATMENT.OS EACFI 3
52 HANDRAIL.PEDESTRIAN LET 133
53 ORNAMENTAL RAILING LET 2135
54 BARRIER DELINEATOR EACH 55
55 CURB RAMP,CONCRETE,C SYS 89
56 CURB RAMP.CONCRETE,F SYS 21
57 CURB RAMP,CONCRETE.G SYS 15
58 CURB RAMP.CONCRETE.H SYS 53
59 CURB RAMP,CONCRETE.L SYS 21
60 CURB,INTEGRAL.B.CONCRETE LFT 957
61 CURB,CONCRETE.MODIFIED LFT 434
62 CURB AND GUT B,CONCRETE LFT 1562
63 CURB AND GUTTER,CONCRETE.MODIFIED LFT 2692
64 CURB AND GUT TER,B,CONCRE IE,MODIFIED LET 1947
65 CURB AND GUTTER.C,CONCRETE,MODIFIED LFT 1145
66 CURB TURNOUT EACH 3
67 CURB AND GUT I ER.CONCRETE.ROLL LET 476
68 MODIFIED CURB TURNOUT EACH 76
69 PAVED SIDE DITCH,A LFT 472
70 HMA FOR APPROACHES,TYPE A TON 332
71 PCCP FOR APPROACHES,6IN. SYS 115
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM PRICE
NO. DESCRIPTION UNIT QUANTITY TOTAL
72 MAILBOX ASSEMBLY,SINGLE EACH 3
73 MAILBOX ASSEMBLY,DOUBLE EACH 2
74 GEOTEXTILES SYS 310
75 RIPRAP,CLASS 2 TON 21
76 RIPRAP,REVETMENT TON 272
77 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
78 MULCHED SEEDING,I,CONVENTIONAL MIX SYS 13039
79 EROSION CONTROL BLANKET SYS 1198
80 FERTILIZER TON 2
81 SEED MIXTURE,U LBS 808
82 MULCHING MATERIAL TON 11
83 WATER kGAL 37
84 TOP SOIL CYS 7042
85 SODDING,NURSERY SYS 8902
86 IRRIGATION CONDUIT LFT 500
87 CORED HOLE IN CONCRETE EACH I
88 MODIFIED CONCRETE BRIDGE RAILING TRANSITION.TPS-2 EACH 1
89 REINFORCED CONCRETE MOMENT SLAB. 12 IN SYS 2118
90 MODIFIED PS.2 BRIDGE RAIL-TYPE I LET 503
91 MODIFIED PS.2 BRIDGE RAIL,TYPE II LFT 323
92 MODIFIED 33 IN,BRIDGE RAIL LFT 2169
93 SEAL COAT,GRAFFITI RESISTANT SET 59181
94 SURFACE SEAL SET 19077
95 CULVERT.PRECAST BOX,REINFORCED CONCRETE,6 FT.X 4 ET. LFT 115
96 CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LET 253
97 TEMPORARY RETAINING WALL. LS 1
98 PIPE.REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 96
99 PIPE,TYPE 4.CIRCULAR.GIN. LET 9107
100 PIPE,TYPE 4,CIRCULAR.12 IN. LFT 2D
101 PIPE.UNDERDRAIN OUTLET,6 IN. LET 775
102 PIPE,REINFORCED CONCRETE,CIRCULAR.12 IN. LFT 1756
103 PIPE.REINFORCED CONCRETE.CIRCULAR,15 IN. LFT 535
104 PIPE,REINFORCED CONCRE'I E.CIRCULAR,18 IN. LET 380
105 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. LFT 916
106 PIPE,TYPE 4,CIRCULAR,4 IN. LFT 593
107 VIDEO INSPECTION FOR PIPE LFT 3688
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-O8F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
108 OUTLET PROTECTOR,2 EACH II
109 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
110 AGGREGATE FOR UNDERDRAINS CYS 1018
111 GEOTEXTILES FOR UNDERORAIN SYS 10834
112 A2000 6 IN.PVC,PERFORATED LFT 2000
113 INLET TYPE HA EACH 8
114 CASTING,ADJUST TO GRADE EACH 3
115 INLET,A2 EACH 3
116 INLET,J10 EACH 2
117 INLET,MIO EACH 2
118 INLET,DA EACH 1
119 CATCH BASIN,E7 EACH 3
120 CA ICH BASIN,K10 EACH 6
121 MANHOLE.C4 EACH 9
122 MANHOLE,J EACH 2
123 STRUCTURE,INLET,RECONSTRUCT LF'I 2
124 MANHOLE.C2 EACH 7
125 MANHOLE,J4 EACH 2
126 STORMWAI ER TREATMENT SYSTEM.TYPE I EACH 1
127 MASONRY COATING LS 19077
128 CONCRETE STAINING SFT 40105
129 FACE PANELS.CONCRETE SET 46679
130 WALL ERECTION SET 46679
131 LEVELING PAD,CONCRETE LFT 3342
132 COARSE AGGREGATE,NO.8 TON 3330
133 MODULAR BLOCK WALL WI IH GROUND REINFORCEMENT SYS 79
134 MODULAR BLOCK WALL ERECTION SYS 79
135 CONSTRUCTION SIGN,C EACH 2
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5
137 TEMPORARY PAVEMENT MARKING.REMOVABLE,4 IN. LFT 27459
138 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN, LFT 4865
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20
140 CONSTRUCTION SIGN,A EACH 35
141 CONSTRUCTION SIGN.B EACH 6
142 FLASHING ARROW SIGN DAY 60
143 MAINTAINING TRAFFIC LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM UNIT QUANTITY PRICE TOTAL
144 BARRICADE,III-A LFT 132
145 BARRICADE.III-B LFT 228
146 TEMPORARY TRAFFIC BARRIER,TYPE I LFT 2579
147 TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 385
148 TEMPORARY TRAFFIC BARRIER,TYPE 1.ANCHORED LFT 297
149 TEMPORARY TRAFFIC BARRIER.TYPE 2,ANCHORED LFT 2772
150 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
151 SIGN POST,SQUARE.1.REINFORCED ANCHOR BASE LET 526
152 SIGN,PANEL,WITH LEGEND SFT 215
153 WIDE FLANGE SIGN POST SIIPPORT FOUNDAT ION.VII EACH 10
154 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0,080 IN.THICKNESS I SFT 205
155 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SFT 109
156 STRUCTURAL STEEL,BREAKAWAY LBS 2019
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
158 DECORATIVE S IREET SIGN ASSEMBLY.INSTALLED EACH 2
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
160 WIRE,NO.4 COPPER.IN PLASTIC DUCT.IN PLAS IIC CONDUIT,4 I/C LFT 775
161 CONDUIT,PVC,2 IN. LFT 775
162 CONDUIT.STEEL.GALVANIZED.2 IN. LFT 537
163 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN CONDUIT,4 IIC LFT 537
164 HANDIIOLE.LIGHTING EACH 8
165 LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT, EACH 28
166 JUNCTION BOX EACH 2
167 WIRE.NO 4.COPPER.IN PLASTIC DUCT,IN TRENCH,4 11C LFT 7452
168 UNDERPASS CIRCUIT INSTALLATION,1 LUMINAIRE EACH 2
169 SERVICE POINT,II EACH 2
170 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
171 CONNECTOR KIT.UNFUSED EACH 28
172 CONNECTOR KIT.FUSED EACH 28
173 MULTIPLE COMPRESSION FITTING.NON-WATERPROOFED EACH 60
174 MULTIPLE COMPRESSION FITTING.WATERPROOFED EACH 28
175 INSULATION LINK,NONWAIERPROOFED EACH 56
176 INSULATION LINK.WATERPROOFED EACH 32
177 CABLE DUCT MARKER EACH 13
178 POLE CIRCUIT CABLE.1 C NO.10 STRANDED COPPER LFT 1920
179 CABLE INTERDUCT LF'I 1370
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITE DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO.180 HANDHOLE EACH 5
181 LUMINAIRE.ROADWAY.METAL HALIDE,250 WATT,PORT HURON EACH 17
182 LUMINAIRE.ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACFI 11
183 LUMINAIRE.UNDERPASS,WALL MOUNTED,METAL HALIDE.150 WATT EACH 2
184 LIGHT FOUNDATION.BRIDGE MOUNT.WITH GROUNDING EACH 4
185 LIGHT POLE.30 FT.E.M.H.DUAL 1,5 FT.MAST ARM.BREAKAWAY BASE EACH 11
186 LIGHT POLE.30 FT.E.M.H..8 FI.MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE MAST ARM AND BASE
187 LIGHT POLE, 15 FT.E.M,H.,4 FT.MAST ARM.TRANSFORMER BASE. EACH 4
DECORATIVE POLE MAST ARM AND BASE
188 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 11
189 LINE,EPDXY,BROKEN,WHITE,4 IN. LFT 132
190 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK.WHITE.24 IN, I,FT 440
191 LINE.EPDXY,SOLID.WHITE,4 IN. LFT 2509
192 LINE,EPDXY,SOLID,YELLOW.4 IN. LFT 2784
193 LINE,EPDXY,SOLID,WHITE.8 IN, LF1 241
194 TRANSVERSE MARKING,REMOVE LFT 77
195 LINE.THERMOPLASTIC,BROKEN,WHITE,4 IN. LET 2283
196 LINE,THERMOPLASTIC.SOLID,WIIITE,4 IN. LET 7478
197 LINE,THERMOPLASTIC.SOLID.WHITE.8 IN. LFT 2510
198 LINE,THERMOPLASTIC.SOLID.WHITE,24 IN, LET 217
199 LINE.PAINT,BROKEN,WHITE.4 IN. LET 1520
200 LINE,PAINT.SOLID,WHITE.4 IN, LET 8754
201 LINE,PAINT.SOLID,YELLOW.4 IN. LFT 5600
202 LINE,REMOVE LFT 4857
203 LINE.EPDXY,SOLID,WHITE.24 IN. LET 28
204 LINE,THERMOPLASTIC.SOLID.WHITE,6 IN. LFT 357
205 LINE,THERMOPLASTIC.SOLID.YELLOW.4 IN. LF1 9441
206 TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW.CROSSHATCH LEI 30
LINE 12 IN.
207 TRANSVERSE MARKINGS,THERMOPLASTIC.STOP LINE,24 IN, LFT 80
208 TRANSVERSE MARKINGS.THERMOPLASTIC."SHARKS TEETH' LFT 81
209 PAVEMENT MESSAGE MARKINGS.THERMOPLAST IC,LANE INDICATION ARROW EACH 6
210 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.WORD(ONLY) EACH 2
PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.FISHHOOK LANE
211 INDICATION ARROW EACH 2
212 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
213 LINE.THERMOPLASTIC,SOLID,YELLOW,8 IN. LET 236
214 LINE.TI IERMOPLASTIC.BROKEN,WHITE,12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105
215 RETAINING WALL MOCK UP LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITE DESCRIPTION UNIT QUANTITY PRICE
216 BRIDGE RAIL MOCK UP LS 1
217 ELM-WORK MOCK UP LS I
218 FORMLINER,WALL PANELS SET 46679
219 FORMLINER,MODIFIED PS.2 RAILING FOR ROADWAYS,FRONT FACE LEI 825
220 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS.REAR FACE LFT 2169
136TH ST.BRIDGE ITEMS
221 CONSTRUCTION ENGINEERING LS 1
222 MOBILIZATION AND DEMOBILIZATION LS I
223 EXCAVATION,DRY CYS 163
224 B BORROW CYS 55
225 AGGREGATE FOR END BENT BACKFILL CYS 178
226 DENSE GRADED SUBBASE CYS 32
227 CONCRETE IMPRINTING SF'I 8925
228 ORNAMENTAL RAILING LET 225
229 CURB,INTEGRAL,CONCRETE LFT 168
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 188
231 GEOTEXTILES SYS 390
232 DYNAMIC PILE LOAD TEST EACH 2
233 TEST PILE.RESTRIKE EACII 2
234 TEST PILE EACH 2
235 PILE TIP,STEEL H EACH 62
236 PILE.STEEL H.HP 12 X 53 LFT 2380
237 PILE,STEEL H,HP 12 X 74 LE I 2660
238 CONCRETE.A.SUBSTRUCTURE CYS 240
239 CONCRETE,B,FOOTINGS CYS 90
240 REINFORCING BARS LBS 74169
241 REINFORCING BARS,EPDXY COATED LBS 228775
242 CONCRETE,C.SUPERSTRUCTURE CYS 961
243 CONCRETE.C.RAILING CYS 43
244 STRUCTURAL MEMBERS.CONCRETE I-BEAM,III,36 IN,X 12 IN. LFT 1505
245 SURFACE SEAL LS 1
246 ANCHOR PLATE.AP 1 EACH 56
247 PIPE.END BENT DRAIN,6 IN. LFT 504
248 MASONRY COATING SET 6490
249 CONDUIT,PVC,2111. LFT 237
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
250 CONCRETE STAINING SFT 263
251 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2
252 FORMLINE,SPECIALTY.CITY SEAL EACH 2
253 FORMILINER,BRIDGE RAIL,REAR FACE LFT 229
254 FORMILINER.BRIDGE RAIL,FRONT FACE LFT 229
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS 1
256 MOBILIZATION AND DEMOBILIZATION LS 1
258 DEBRIS REMOVE LS 1
260 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1
261 PRESENT STRUCTURE.REMOVE PORTIONS EACH 1
262 EXCAVATION,WATERWAY CYS 1240
263 EXCAVATION.WET CYS 117
264 EXCAVA I ION,DRY CYS 78
265 AGGREGATE FOR END BENT BACKFILL CYS 108
266 DENSE GRADED SUBBASE CYS 118
267 CONCRETE IMPRINTING SET 2086
268 GUARDRAIL TRANSITION TYPE TGB EACH 4
269 BARRIER DELINEATOR EACH 10
270 CURB,INTEGRAL,CONCRETE LFT 105
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
272 RIPRAP,REVETMENT TON 1009
273 GEOTEXTILES SYS 1497
274 SLOPEWALL.CONCRETE,4 IN. SYS 329
275 PILE.CONCRETE,STEEL SHELL ENCASED,0.184 IN„12 IN. LFT 25
276 DYNAMIC PILE LOAD TEST EACII 2
277 TEST PILE,RESTRIKE EACH 2
278 TEST PILE EACH 2
279 PILE,STEEL H,HP 12 X 53 LFT 2504
280 PILE T'IP,STEEI.H EACH 40
281 CONCRETE,A,SUBSTRUCTURE CYS 305
282 CONCRETE,B,FOOTINGS CYS 13
283 FIELD DRILLED HOLE IN CONCRETE EACH 96
284 REINFORCING BARS LBS 28573
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITE
NO.M UNIT UNIT QUANTITY PRICE TOTAL
285 REINFORCING BARS,EPDXY COATED LBS 217786
286 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
287 CONCRETE,C,SUPERSTRUCTURE CYS 816
288 CONCRETE,C,RAILING CYS 29
289 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4
290 STRUCTURAL MEMBERS.CONCRETE I-BEAM.II,36 IN.X 12 IN 1ST 2352
291 SURFACE SEAL LS 1
292 ANCHOR PLATE.AP 1 EACH 64
293 PIPE.END BENT DRAIN,6IN. LFT 340
294 PIPE,PVC,6IN. LFT 125
295 CONDUIT,PVC.2 IN. SET 375
296 GRATES,BASINS,AND FITTINGS,CAST IRON LBS 576
297 BORROW CYS 19349
298 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1
TOTAL:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM
NO. DESCRIPTION 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 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
8 GUARDRAIL.REMOVE LFT 2013
9 EXCAVATION.COMMON CYS 33184
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM.REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRADE TREATMENT.TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL.TYPE 1 CYS 6658
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE 5 CYS 671
22 CHEMICAL MODIFIER,SOILS.MODIFYING WET FILL SOIL.LIME TON 5362
23 COMPACTED AGGREGATE,NO 53,BASE TON 7298
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING,ASPHALT,1 112IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE,TYPE A TON 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE,TYPE A TON 406
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE.OG,TYPE C TON 1089
33 HMA BASE.TYPE C TON 2619
34 HMA INTERMEDIATE.OG,TYPE D TON 3964
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bird pi
Keystone Parkway and 13681 Street Interchange
ITEM PRICE
NO. DESCRIPTION UNIT QUANTITY TOTAL
35 HMA SURFACE,TYPED TON 2796
36 HMA INTERMEDIATE,TYPED TON 3161
37 HMA BASE.TYPED TON 12400
3B HUlA WEDGE AND LEVEL.TYPED TON 1073
39 ASPHALT FOR TACK COAT TON 27
40 PCCP,12 IN. SYS 6053
91 PCCP TRUCK APRON.7 IN. SYS 790
42 POOP.4 IN. SYS 196
43 0-1 CONTRACTION JOINT LFT 3751
44 CONCRETE IMPRINTING SFT 10325
45 GUARDRAIL.W BEAM,6 FT,3 IN,SPACING LFT 1106
46 GUARDRAIL TRANSITION TYPE TGB EACH 1
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
98 IMPACTATTENUATOR,R2,W1,TL-3 EACH 2
99 IMPACT ATTENUATOR,R2,W2.TL-3 EACH 2
50 GUARDRAIL END TREATMENT,OS EACH 3
51 HANDRAIL,PEDESTRIAN LFT 133
52 ORNAMENTAL.RAILING LFT 2135
53 BARRIER DELINEATOR EACH 55
54 CURB RAMP,CONCRETE.C SYS 89
55 CURE RAMP,CONCRETE.F SYS 21
56 CURB RAMP,CONCRETE.G SYS 15
57 CURB RAMP.CONCRETE,H SYS 53
58 CURB RAMP.CONCRETE,L SYS 21
59 CURB,INTEGRAL,B,CONCRETE LFT 957
50 CURB,CONCRETE.MODIFIED LFT 934
61 CURB AND GUTTER.B,CONCRETE LFT 1562
62 CURB AND GUTTER.CONCRETE.MODIFIED LFT 2692
63 CURB AND GUTTER,B.CONCRETE.MODIFIED LFT 1947
64 CURB AND GUTTER,C,CONCRETE.MODIFIED LIT 1115
65 CURB'TURNOUT EACH 3
56 CURB AND GUTTER.CONCRETE,ROLL LFT 476
67 MODIFIED CURB TURNOUT EACH 76
68 PAVED SIDE DITCH.A LFT 472
•
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid 81
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
69 HMA FOR APPROACHES,TYPE A TON 332
70 PCCP FOR APPROACHES.61N. SYS 115
71 MAILBOX ASSEMBLY,SINGLE EACH 3
72 MAILBOX ASSEMBLY,DOUBLE EACH 2
73 GEOTEXTILES SYS 310
74 RIPRAP.CLASS 2 TON 21
75 RIPRAP,REVETMENT TON 272
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
77 MULCHED SEEDING,T,CONVENTIONAL MIX SYS 13039
78 EROSION CONTROL BLANKET SYS 1198
79 FERTILIZER TON 2
80 SEED MIXTURE,U LBS 808
81 MULCHING MATERIAL TON 11
82 WATER kGAL 37
83 TOP SOIL CYS 7042
84 SODDING,NURSERY SYS 8902
85 IRRIGATION CONDUIT LFT 500
86 CORED HOLE IN CONCRETE EACH 1
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION.TPS-2 EACH 1
88 REINFORCED CONCRETE MOMENT SLAB.12 IN. SYS 2118
89 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503
90 MODIFIED P5-2 BRIDGE RAIL.TYPE II LFT 323
91 MODIFIED 33 IN.BRIDGE RAIL LFT 2169
92 SEAL COAT.GRAFFITI RESISTANT SFT 59181
93 SURFACE SEAL SET 19077
94 CULVERT.PRECAST BOX,REINFORCED CONCRETE,6 FT.X 4 FT. LFT 115
95 CULVERT.PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253
96 PIPE,REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 96
97 PIPE.TYPE 4,CIRCULAR,6 IN. LFT 9107
98 PIPE,TYPE 4,CIRCULAR,12 IN, LET 20
99 PIPE,UNDERDRAIN OUTLET,6 IN. LET 775
100 PIPE.REINFORCED CONCRETE.CIRCULAR.12 IN. LET 1756
101 PIPE,REINFORCED CONCRETE.CIRCULAR, 15 IN. LFT 535
102 PIPE.REINFORCED CONCRETE.CIRCULAR.18 IN, LET 300
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-O8F Alternate Bid k1
Keystone Parkway and 136th Street interchange
INOM DESCRIPTION UNIT QUANTITY PRICE TOTAL
103 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN LFT 916
104 PIPE,TYPE 4.CIRCULAR,4 IN LFT 593
105 VIDEO INSPECTION FOR PIPE LET 3088
106 OUTLET PROTECTOR.2 EACH 11
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
108 AGGREGATE FOR UNDERDRAINS CYS 1018
109 GEOTEXTILES FOR UNDERDRAIN SYS 10834
110 A2000 6 IN.PVC,PERFORATED LFT 2000
111 INLET TYPE HA EACH 8
112 CASTING,ADJUST TO GRADE EACH 3
113 INLET,310 EACH 2
114 INLET.M10 EACH 2
115 INLET.UA EACH 1
116 CATCH BASIN,E7 EACH 3
117 CATCH BASIN.K10 EACH 6
118 MANHOLE.C4 EACH 9
119 MANHOLE.J EACH 2
120 STRUCTURE.INLET,RECONSTRUCT LFT 2
121 MANHOLE,02 EACH 7
122 MANHOLE,14 EACH 2
123 STORMWATER TREATMENT SYSTEM.TYPE I EACH 1
124 MASONRY COATING LS 19077
125 CONCRETE STAINING SET 40105
126 FACE PANELS.CONCRETE SET 48679
127 WALL ERECTION SFT 46679
123 LEVELING PAD.CONCRETE LFT 3312
129 COARSE AGGREGATE,N0.8 TON 3330
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79
131 MODULAR BLOCK WALL ERECTION SYS 79
132 CONSTRUCTION SIGN.C EACH 16
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2
134 TEMPORARY PANEL SIGNS SYS 124
135 TEMPORARY PANEL SIGN SUPPORTS LET 256
136 TEMPORARY PAVEMENT MARKING,REMOVABLE.3 IN. LET 1500
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.00F Alternate Bid#1
Keystone Parkway and 136th S Feel Interchange
ITE
ND.M UNIT UNIT QUANTITY PRICE TOTAL
137 DETOUR ROUTE MARKER ASSEMBLY EACH
138 CONSTRUCTION SIGN,A EACH 1
139 FLASHING ARROW SIGN DAY 120
140 MAINTAINING TRAFFIC LS 1
141 BARRICADE,Ill-A LFT 48
142 BARRICADE,III-B LET 108
143 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
194 SIGN POST,SQUARE.1,REINFORCED ANCHOR EASE LFT 520
145 SIGN,PANEL,WITH LEGEND SFT 215
146 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII EACH 10
147 SIGN.SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SET 205
148 SIGN.SHEET.ENCAPSULATED LENS WITH LEGEND.0.100 IN.THICKNESS SET 109
149 STRUCTURAL STEEL,BREAKAWAY LBS 2019
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL,INSTALLED EACH 4
151 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
153 WIRE.NO,4 COPPER.IN PLASTIC DUCT,IN PLASTIC CONDUIT.4110 LFT 775
154 CONDUIT',PVC.2IN. LFT 775
155 CONDUIT,STEEL.GALVANIZED.2 IN_ LET 537
156 WIRE.NO.4 COPPER,IN PLASTIC DUCT.IN CONDUIT.4 VC LFT 537
157 HANDHOLE,LIGHTING EACH
158 LIGHT STANDARD FOUNDATION,3 FT.DIA.X 8 FT. EACH 28
159 JUNCTION BOX EACH 2
160 WIRE.NO.4,COPPER,IN PLASTIC DUCT.IN TRENCH,41(0 LET 7452
161 UNDERPASS CIRCUIT INSTALLATION.1 LUMINAIRE EACH 2
162 SERVICE POINT.II EACH 2
163 TRANSITION FITTINGS.GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
104 CONNECTOR KIT.UNFUSED EACH 28
165 CONNECTOR KIT,FUSED EACH 28
166 MULTIPLE COMPRESSION FITTING.NON-WATERPROOFED EACH 60
167 MULTIPLE COMPRESSION FITTING.WATERPROOFED EACH 24
168 INSULATION LINK,NONWATERPROCFEO EACH 56
169 INSULATION LINK,WATERPROOFED EACH 32
170 CABLE DUCT MARKER EACH 13
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Old pi
Keystone Parkway and 736th Street Interchange
INDM DESCRIPTION UNIT QUANTITY PRICE TOTAL
171 POLE CIRCUIT CABLE,1 C NO. 10 STRANDED COPPER LET 1920
172 CABLE INTERDUCT LFT 1370
173 HANOHOLE EACH 5
174 LUMINAIRE,ROADWAY,METAL HALIDE.250 WATT,PORT HURON EACH 17
175 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,MONGOOSE EACH 11
176 LUMINAIRE.UNDERPASS,WALL MOUNTED,METAL HALIDE,150 WATT EACH 2
177 LIGHT FOUNDATION.BRIDGE MOUNT,WITH GROUNDING EACH 4
178 LIGHT POLE,30 FT.E.M.H.DUAL 1.5 FT,MAST ARM.BREAKAWAY BASE EACH 11
174 LIGHT POLE,30 FT,E.M.H.,8 FT.MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE MAST ARM.AND BASE
180 LIGHT POLE,15 FT.E.M.H.,4 FT,MAST ARM.TRANSFORMER BASE. EACH 4
DECORATIVE POLE,MAST ARM_AND BASE
181 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
182 LINE,EPDXY,BROKEN,WHITE.4 IN, LFT 132
183 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK.WHITE,24 IN. LET 440
184 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2509
105 LINE,EPDXY,SOLID,YELLOW,4 IN, LFT 2764
186 LINE,EPDXY,SOLID,WHITE,8IN. LFT 241
187 TRANSVERSE MARKING.REMOVE LET 77
188 LINE,THERMOPLASTIC.BROKEN.WHITE,4 IN. LIT 2283
189 LINE,THERMOPLASTIC.SOLID,WHITE,4 IN. LFT 7476
190 LINE,THERMOPLASTIC.SOLID.WHITE,8IN. LFT 2510
191 LINE,THERMOPLASTIC,SOLID.WHITE,24 IN. LET 217
192 LINE,REMOVE LFT 800
193 LINE.EPDXY,SOLID.WADE,24 IN. LFT 28
194 LINE.THERMOPLASTIC,SOLID,WHITE,8IN. LIT 357
195 LINE.THERMOPLASTIC.SOLID,YELLOW,I IN. LFT 9441
TRANSVERSE MARKINGS,THERMOPLASTIC,SOLID,YELLOW.CROSSHATCH
196 LFT 30
LINE 12 IN.
197 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LET 80
198 TRANSVERSE MARKINGS.THERMOPLASTIC,"SHARKS TEETH" LIT 81
199 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,LANE INDICATION EACH 6
ARROW
200 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,WORD(ONLY) EACH 2
201 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC,FISHHOOK LANE EACH 2
INDICATION ARROW
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
203 LINE,THERMOPLASTIC,SOLID,YELLOW,8IN. LET 236
204 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Came/
Project Na.07.o8F Atlernate Bid 111
Keystone Parkway and 196Th Street Interchange
INEDM DESCRIPTION UNIT QUANTITY PRNCE TOTAL
205 RETAINING WALL MOCK UP LS 'I
206 BRIDGE RAIL MOCK UP LS
207 FLAT-WORK MOCK UP LS 1
20B FORMLINER,WALL PANELS SET 46679
209 FORMLINER.MODIFIED P5-2 RAILING FOR ROADWAYS.FRONT FACE LFT 625
210 FORMLINER.39 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2169
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No. 07-06F Alternate Bid#1
Keystone Parkway and 1361h Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE
TOTAL
136TH ST.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1
212 MOBILIZATION AND DEMOBILIZATION L5 1
213 EXCAVATION.DRY C75 163
214 8 BORROW GY3 55
215 AGGREGATE FOR END BENT BACKFILL • 075 178
216 DENSE GRADED SUBBASE C75 32
217 CONCRETE IMPRINTING SET 8925
218 ORNAMENTAL RAILING LFT 225
219 CURB.INTEGRAL,CONCRETE LET 168
220 REINFORCED CONCRETE BRIDGE APPROACH 575 188
221 GEOTEXTILES 575 390
222 DYNAMIC PILE LOAD TEST EACH 2
223 TEST PILE,RESTRIKE EACH 2
224 TEST PILE EACH 2
225 PILE TIP,STEEL H EACH 62
226 PILE,STEEL H.HP 12 X 53 LFT 2380
227 PILE,STEEL H,HP 12 X 74 LFT 2660
228 CONCRETE,A,SUBSTRUCTURE C75 240
229 CONCRETE.B.FOOTINGS CYS 90
230 REINFORCING BARS LBS 74169
231 REINFORCING BARS.EPDXY COATED LBS 228775
232 CONCRETE.C.SUPERSTRUCTURE 075 961
233 CONCRETE.C.RAILING C75 43
234 STRUCTURAL IdEMBERS,CONCRETE I-BEAM, III,36 IN.X 12 IN. LFT 1505
235 SURFACE SEAL LS I
236 ANCHOR PLATE.AP 1 EACH 56
237 PIPE.END BENT DRAIN,6 IN. LET 504
238 MASONRY COATING SIT 6490
239 CONDUIT,PVC.2 IN. LFT 237
240 CONCRETE STAINING SET 263
241 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2
242 FORMLINE.SPECIALTY.CITY SEAL EACH 2
243 IORMIILINER,BRIDGE RAIL,REAR FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid al
Keystone Parkway and 136th Street Interchange
ITEM PRICE
NO DESCRIPTION UNIT QUANTITY TOTAL
244 FORMILINER,BRIDGE RAIL,FRONT FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmed
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY RICE TOTAL
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS 1
246 kIO811.IZATION AND DEMOBILIZATION LS 1
243 DEBRIS REMOVE LS 1
250 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1
251 PRESENT STRUCTURE.REMOVE PORTIONS EACH 1
252 EXCAVATION,WATERWAY CY5 1240
253 EXCAVATION.WET 075 517
254 EXCAVATION,DRY CYS 78
255 AGGREGATE FOR END SENT BACKFILL CYS 108
256 DENSE GRADED SUBBASE CYS 118
257 CONCRETE IMPRINTING SET 2086
258 GUARDRAIL TRANSITION TYPE TGB EACH 4
259 BARRIER DELINEATOR EACH 18
260 CURB,INTEGRAL,CONCRETE LFT 105
261 REINFORCED CONCRETE BRIDGE APPROACH 575 699
262 RIPRAP,REVETMENT TON 1009
263 GEOTEXTILES SYS 1497
264 SLOPEWALL.CONCRETE,4 IN SYS 329
255 PILE.CONCRETE,STEEL SHELL ENCASED,0.184 IN_12 IN. LFT 25
266 DYNAMIC PILE LOAD TEST EACH 2
267 TEST PILE,RESTRIKE EACH 2
268 TEST PILE EACH 2
269 PILE,STEEL H,HP 12 X 53 LFT 2504
270 PILE TIP,STEEL H EACH 40
271 CONCRETE,A,SUBSTRUCTURE CYS 905
272 CONCRETE.B,FOOTINGS CYS 13
273 FIELD DRILLED HOLE IN CONCRETE EACH 96
274 REINFORCING BARS LBS 28573
275 REINFORCING BARS,EPDXY COATED IBS 217786
276 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
277 CONCRETE,C,SUPERSTRUCTURE CYS 816
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cornier
Project No. 07-08F Alternate Bid e1
Keystone Parkway and 136tH Street Interchange
INO DESCRIPTION UNIT QUANTITY PRICE TOTAL
278 CONCRETE.C.RAILING CYS 29
279 CONCRETE BRIDGE RAILING TRANSITION,TBC EACH 4
280 STRUCTURAL MEMBERS.CONCRETE I-BEAM.II,36 IN X 12 IN. LFT 2352
281 SURFACE SEAL 15 1
282 ANCHOR PLATE.AP 1 EACH 64
283 PIPE,END BENT DRAIN.S IN LFT 340
284 PIPE,PVC,6 IN, LET 125
285 CONDUIT.PVC.2 IN. SET 375
286 GRATES,BASINS.AND FITTIGS,CAST IRON LBS 576
287 BORROW CYS 19349
288 STORMWATER TREATMENT SYSTEM,TYPE III EACH 1
TOTAL:
SUBMITTED BY_
SIGNATURE
TITLE:
ADDRESS:
Keystone Avenue — 116' and 136th Streets
Carmel Projects #07-08C-I and 07-08F
Prehid Meeting Minutes—October 7,2008
Attendees: See Attached Sheet
Craig Parks opened the meeting ut approximately 10:35 4:W with introductions and
then covered the lidlowi n. items:
• Project Descriptions
• 116'1'Street Advance Maintenance of] raflic (Project#07-08C-1)
• 136th Street (Project 407-08F)
• Bid Date, Time, & Location—October I 51h, 2008 at 10:00 AM in the City of
Cannel Council Chambers.
• Alternative Bids— Project 07-U8F
Alternate Bid I -Proposed to determine cost savings associated with closing
Kevstone,fora Bottled manlier gfclgvs.
A1/ernute 2a d 2h —Proposed.to determine cost.sayings associated with the
use of Teusar geagrid reinforced pavement section.
The hid will he awarded to the Ion est bidder on eit/tci the Base Bid or the
Alternate Bid I at the discretion of tine Citi-.
• Project Phasing—Project 07-U8F, I3ase Bid
o Phase I & Phase II — Widening and crossover construction with partial
bridge removal and construction over Cool Creek
o Phase I I1 — Close 136`'' St.. construct west half of interchange and part of
bridge over Cool Creek
o Phase IV— 136ih St. remains closed, construct east had of interchange and
remaining section of bridge over Cool Creek
o Phase V— Construct west half of teardrop and finish 136th bridge
• Project Phasing—Project 07-08F, Alternate Bid l
o Phase I —Close Keystone & 136111 St., construct interchange and bridge
over Cool Creek
o Phase I I — 136'x' St. remains closed. construct both teardrops and finish
136'x' bridge
• Intermediate Completion - Open to traffic m all directions. Daytime lane
restrictions it ill he allowed in accordance with special provisions included in the
contract hook.
• Status of Right of Way— 136th Street (Project 07-U8F)
o All right of way has been secured via right of entries with the fbltosving
exceptions:
• Parcels 85 & 86 — Carmel Clay Schools
Keystone Avenue — 116"' and 136th Streets
Carmel Projects #07-08C-I and 07-08F
['rebid Meeting Minutes — October 7,2008
• Parcel 95 & 11]l — Hull /Brennan
• Parcel 102 —Dwyer : Falls within an existing utility & drainage
easement
• Status of Right of Way — 116°i Street(Project 07-08C-I)
o All right of way has been secured via right otentries with the following
exceptions:
• Parcel 35 G&:1- Company
• Status of Utility Relocations— 116i1' Street (Project 07-U8C-1)
Duke Energy
Possible conflict on west Collector rear Merchant square sign.
Vectren
May have minor conflict on SW side of project. Estimated clear date is
December 31, 2008
City of Cannel Water
No known conflicts
AT&T]ndiana
No knewlI conflicts
Brighthousc
No known conflicts
• Status of Utility Relocations— 136't' Street(Project 07-08F)
Duke Energy
Estimated to be clear by February 13, 2009
Vectren
Estimated to be clear by December 31,2008.
CityoICarmel Water
Relocation is contingent on Parcel 95. Based on estimated RIW clear date,
relocation is estimated to be complete by December 20, 2008.
AT&T Indiana
No known conflicts.
Bligbthouse
Estimated to be clear by December I, 2008
Aim updated slulrnc n/EXISillIg CGUxll/ion.s will be cull wit later this meek as a pare gfarr
addendum.
• Status of Permits— 116't' Street (Project 07-08C-1)
o Rule 5— Anticipated by November 3 1'
o 401 — Estimated November 14th
o 404 —Approved pending 401
• Status of Permits —1361h Street(Project 07-08F)
o Rule 5 —Anticipated by November 3`1
o 401 — Received
o 404— Received
o DNR Construction in a Floodway - Received
Keystone Avenue — '116th and 136th Streets
Carmel Projects #07-08C-1 and 07-08E
Prebid Meeting Minutes— October 7,. 2008
• Architectural Features
o Description of features
o Mock Up
• Erosion Control Comments —City of Cannel
• Addendum No. i —Distributed on Friday. October 3rd.
o New cover sheet that must accompany each bid
o Addendum for Tensar Geogrid Alternative
o Included revisions to some plan sheets
o Included revisions to sonic pay items
o Included revisions to some quantities
• Addendum No. 2— Pre-bid meeting minutes will be distributed along with
Addendum 2.
• Contractor Questions
Question !: Can an Excel spreadsheet with the pay items he distributed along with
the upcoming Addendum?
Response: Yes,an Excel spreadsheet of all the pay items will accompany the
next addendum.
Question 2: .Arc existing bridge plans available for the Keystone bridge over Cool
Creek?
Response: Yes,a copy of the existing bridge plans is available for review in the
City of Carmel Engineering Department, Scans of these plans were also included on
the CD that has been provided to all who purchased plans.
Question 3: What is the last clay for contractor questions?
Response: Questions will be accepted until the start of business on Monday,
October 13'1'.
Question 4: Plans for the stornnvater treatment systems are included in the project
documents. will shop drawings for these structures still be required'?
Response: Yes. even if the proposed details remain unchanged from those
included in the project documents. shop drawings should be submitted for approval.
Keystone Avenue 1l6"' and 136th Streets
Carmel Projects#07-08C-I and 07-08F
Prebid Meeting Minutes— October 7, 21108
Question 5: A sump is shown in the siormwater treatment system detail for the I I6°i
Street project, hut not shown in project cross sections. Is the sump required?
Response: Yes. the sump is required as shown in the structure details.
Question 6: Plans to not detail the timing or maintenance of traffic ite for the
construction of the large culvert crossing on Keystone. How is this to be
accomplished'?
Response: Such details were not included because construction of this culvert is
to be scheduled at the contractor's discretion. As indicated in project specifications,
two lanes of traffic must he maintained during peak hours. but an additional lane may
be taken during off-peak hours. A minimum of one lane must he maintained in each
direction at all times during construction.
Question 7: Will the contractor be allowed to use crossovers when constructing the
culvert?
Response: Yes, crossovers can be constructed or existing intersection pavement
used) to cross traffic over during off peak hours. All costs associated with temporary
crossing of traffic will not be paid for directly but should be included in the cost of
other items.
Question 8: Is the intent of the project plans to have the contractor constructing the
deep storm sewer along the centerline of Keystone while maintaining traffic?
Response: Yes
Keystone Avenue Pre-Bid Meeting
cnnnnnts 02.1150-1 93-oK
0ctoher 7,2008
Name Organization Phone EMI!!
Sean Porter Ameii°3n S lmclu repnlnt i817)547-5580 sporterriVstMUreooinl corn
Sinen BUVUkaksakal American 5[ruc[urepoint 13171 547-5500 sbewkaksakuhasbunturteem!com
Scott Dodo( Mlileslune 651-6673 scoll,decker4mi!e-tonlp.corn
Phi Tapp Milestone 1E1121 579,5246 pinl.lappa8mielsloneln trim
load Fawner Milestone (812)5793248 lodd fawverrr➢mleslonelocorn
Corey Baugh Milesione 18121 579,5240 Icol sy.bauphl&nuIeslonelero r
1.1 ke Nublar American Cdtlrac6n9 1812)280.404 IImhublarrahuebasure.com
Joe Fisher Conlech Construction 647.0509 rishel�lconlechhnmge corn
Kevin Mcllvaire Tenser 268.3075 flkmcilvaine,atensarcowcom
Paul Mtiss lne Hgasier CO- 872-8125 nnitissrhlnoosierco-corn
wait weuarmenn Cider B Crider 334-0758 mvraltsirnampddilura iticrider tom
PJ Hewill Contech construction 432-4 580 IiemMltotFIconlech-cpi corn
mark Keys Berns Construction 538-0152 makeys(nlbemsinde.cam
Josn Nickel M50 Excavalin9 (7E51522-4500 josmamdnacavatino con,
Stone AMersmever HIS Constructors 541-9290 slevBeirrmrsmlvenanisconstruel ire.rnm _
Neil Cornstod, HIS Constructors 541.9290 neil comslockir3hisconslmctors.corn
Crain Parks American 3lrucauepoim '3171547-5580 crtarke(nrsVoclureeoint corn
Sands Hulel Independent Pipe (3171262-4920 §huIsl @mi pcempany nel
Brian Fulls. America051melurepeint 131715,17-55E10 bfuller(nistrutture••In-c m
Amoei Tolle American Swalerepoint 13171 54 7-5 580 atolle,fiLmmcwreooint corn
Mike Sllvel Rea-Riley Cmslruclion 631-5561 atsilveraheth-riles.corn
Lee Grider Beaty Censuucrion.less 935-2254 Ioririenlheely,nc.tom
Eno Craft Walsh Construction (2 191 324-4320 ecraftrdwalshorouocoro
Steve Varner E 413 Paving (3171773-4132 else e ceercebcreVnp tom
Sam Solon American Strucmrepoinl 1317]547-5580 sbaloobistructureoniinl-rpm
Jeremy Keshman IArsel lien Struclurepoiinl (317)547-5580 jlashmanlnrstrutureooinr tom
Luci Snyder Only Cad until 1317)513-02.12 Isnvderrrircermol in 00,/
iwm nccsvum Cily Council 13171201.9920 jaccenuraimcivotcarma.l..aov
Jeff Reeves American$lruqurepoinl 13 171 547-5580 iteevesh3snucwre rani oem
cob Downs Shelcy A Sands 13131773-2351 bdomaltue5a1s11elcrantlsantls.CAm
[Maid Machale American Sbuctulepoinl 281-9563 emacnalaastrpcturepolnl tom
Josh McC6ln ick American Slructurepoinl 714-5721 jmrrormiW4is r r rnlnl r can
Shannon Kerns Contech Construction 503-0348 kernsslrllcaalech-co,.corn
1
NOTICE TO BIDDERS
City of Carmel, Indiana
Department Board of Public Works and Safety
One Civic Square
City of Carmel,Indiana 46032
Project: Keystone Parkway and 136" Street Interchange
City of Cannel Project#07-O8F
Notice is hereby given that the Board of Public Works and Safety for the City of Carmel,
Hamilton County, Indiana will receive sealed bids for the above described "Project' at
the office of the Clerk Treasurer. One Civic Square, Carmel. Indiana (City Hall) 10:110
AM Local Time on or before October 1S"', 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 i'orms
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
"HI — Keystone Parkway and 136"' Street Interchange , City of Cannel Project #0 7-
08F".
A bid bond or certified check in an amount not less than ten percent (I0%) of the amount
hid must he submitted with each hid. A one hundred percent (100%1 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 he 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 October 7th at 10:30 AM in the Caucus Room on the
2 111I 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 fallowing:
Construction of a teardrop-shaped roundabout interchange of the intersection of Keystone
Parkway and 13e Street, recansn•uetion of Keystone Parkway segments miming north and
south of the interchange. and reconstruction of portions of l36'r'Street directly east and west of
the interchange. Project includes new construction of a two-spurt bridge over Keystone and
bridge reconstruction joy the existing Keystone bridges over Cool Creek.
Contract Documents for the Project have been assembled into one bound project manual,
which together with drawings. may be examined at the fallowing locations:
City of Carmel
Department of Engineering - 1" Floor
One Civic Square
NTB-1 wzoo00rir,].C4,t•1:111c
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 Project 07-
08F. 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 5150.00 for each
set. Each set includes one half-size set of road and bridge plans. geotechnical report. and
project specifications for the 136111 Street interchange (Project Number 07-081). 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 he 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 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 least forty-eight (48) hours prior thereto.
No bidder may withdraw any bid or proposal within a period of sixty (60) days following
the date set for receiving bids or proposals. The Carmel Board of Public Works and
Saluty reserves the right to hold any or all bids or proposals for a period of not more than
sixty (60) days and said bids or proposal shall remain in Bill 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. Cords'
Clerk-Treasurer
Publication Dates: September 26th & October 3rd, 2008
NTB-2 'N2003060I C4.HU N'
SP-07 EXISTING CONDITIONS OF UTILITIES, ADDITIONAL RAN',
ENCROACIINIENTS
The Standard Specifications are revised as follows :
SECTION 107, AFTER LINE 733, INSERT AS FOLLOWS:
107.26 Existing Conditions of Utilities, Additional Right-of--Walt and
Encroachments
Such existing conditions are as described be/oar.
(a) Utilities
The status (fall utility companies and organizations potentially involved with the
work to be pe{fimnred ore; described below as /snots at the time this contract has
prepare d.
The fiucilitics of AT&T are not believed to exist within the project limits. If
questions arise, Greg Cammack of the utility may he contacted at 317-252-5134.
The liwi/ities (1'00. of Carmel Water Utilities exist within the project limits. It is
anticipated that !/torn will adjust their jiwilities.lbr construction on or bout's January 30,
2009. This dale is dependant on the acquisition of a right-of-entry at parcel 95. If
questions arise. Steve Cook of the utility may he contacted at 317-733-2855.
The facilities of Vectren exist within the project limits. N is anticipated that they
will adjust their facilities fry construction on or be%re December 31, 2008. If questions
arise. Don Perdue of the utility may he contacted at 317-776-5534.
The facilities of Duke Energy exist within the project limits, It is anticipated that
they will adjust their fiu;ilides fur construction on or belhre February 13. 2008. If
questions arise, Cindy Rowland(tithe main:may be contacted at 317-776-5341.
The facilities of B7'ightiou.ce exist within the project limits. It is anticipated that
they will adjust their fitcililies for construction on or be line December 1. 2008. If
questions arise, ./oe Evans of the utility may be contacted at 317-339-9075.
The facilities of Cannel Wastewater Utilities exist within the project limits. It is
anticipated that they will adjust their facilities jhr construction on or before December
31, 2008. If questions arise, John Duffi' oldie utility nun, be contacted at 317-571-9203.
(h) Right-of= J :i'
All additional right-orwav requirements Jor the contract have been cleared
except jOr the conditions at the parcels described below.
2. Right-of-Ditty
The right-of-entry to the Jhllowing properties is anticipated as set on! be/ow. The
properties listed below shall not he entered until authorized in writing.
EXISTING CONDITIONS OF UiILITIES.ADDITIONAL RAN',ENCROACHMENTS TS-07
IN2003066
Estimated Dane
Parcel No, Owner Location Rith1-of-Ettrr
S'i Cannel Hi4h Schuot Bldg Carp November 30. 2008
8h
Carmel Clur ScGouls ALrember 30, 200$
95 Aiargaret L. Mel& December 17, 2008
Atar'd-E. Brennan
101 rllargarcr L. Huh' December /7. 2008
102 If'illiarri Al.Ulmer-&
Laurie lt. Dnger L i14 TnUN! Drcernbcr 1. 2008
(c) Encroachment•
Coniraclor shall nor remove mty signs, lights or feneeS Other perntunem
Structures loewed rritirin the tree' Agin of ii av until dirccic d hr the City.
(d) Other Noteworthy Conditions
%here are no otter uotera'orthv cnnililian.c which may affect the prosecution and
progress of lire contract.
(d) Other Noteworthy Conditions
The,folio wing cunt/luau exists which mar affect the prosecution and progress of
the cnntrncl.
(e) Yrecenstruetion Conference Notification
The: Contractor shall provide notification dtn'ing the precrinstrnclion conference
about known corrections to or onrissiotr• of the information presented in 107,26(aj
through 107,26(d) above. Otherwise. notification shall be provided as required in 105,06.
Nouficarlions regarding such corrections or omissions shah'not alleviate the Contraceor',s
inquiry or irtteiy re1atiou nbligaliaus as contained in 120 IAC 3-6-6.
LNNTING CONDITIONS OF UTILITIES,ADDITIONAL RAW,ENCROACHMENTS TS-07
IN2003066]
SP-23 —CHEMICAL MODIFICATION OF SOILS
section 215. delete lines I thru 140 and insert as follows:
SECTION 215— CHEAT/CAL MODIFICATION OF SO/LS
215.01 Description
This work shall consist of the modification of soils by unilbrmly mixing dry portland cement, fly
ash, lime, or a combination of the materials with soil to aid in achieving the workability of soils having
an excessive moisture content.
NlA'I'ERIALS
215.112 Materials
Materials shall be in accordance with the following:
Fly Ash 901.02
Lime 913.04(b)
Portland Cement. Type I 901.01(h)
Water 913.01
CONSTRUCTION REQUIREMENTS
215.03 Testing and Mix Design
The Contractor shall be responsible fbr all tests required to determine the chemical modifier type
and optimum chemical modifier content fbr modification of the soils. The modifier selection, laboratory
testing, and mix design shall be perlbrmed by an approved geotechnical consultant in accordance with
the Department's Design Procedures for Soil Modification or Stabilization.
The quantities for hydrated lime, quicklime, or portland cement shall be based on 4.0 ± 0.5% by
dry unit weight (mass) of the soils. The quantities for lime by-products shall he based on 5.0 t 1.0% by
dry unit weight (mass) of the soils. The quantities for fly ash class C shall be based on 12.0 f 2.0% by
dry unit weight (mass) of the soils. Class F Ily ash shall not be used except in combination with lime or
cement.
If hydrated line, quick lime, or cement are used, test results, recommendations, and a type A
certification for the chemical modifiers, except for cement, shall be submitted to the Engineer prior to
use. If fly ash, lime, lime by-products. or any combination of chemical modifiers are used, test results,
recommendations, and type A certifications for the chemical modifiers shall be submitted to the
Engineer and to the Materials and Tests Division for approval at least five business days prior to use.
Cement, if used, shall be from the Department's list of approved Cement Sources.
CI HEM IC'AL MODIFICATION OF SOILS 'tS-23
IN2003066I
The quantity of chemical modifier may be adjusted Cr o different soil types. However, the source
or type of chemical modifier shall not be changed during the progress of the work without approval. A
change in source or type shall require a new mix design.
215.04 Storage and Handling
The chemical modifier shall be stored and handled in accordance with the manufacturers
recommendations.
215.05 Weather Limitations
The chemical soil modification shall be performed when the soil has a minimum temperature of
45°F (7°C), measured 4 in. (100 mm) below the surface, and with the air temperature rising. The
chemical modifier shall not he mixed with frozen soils or with soil containing frost. Chemical
modification of soils for the purpose of modifying the moisture characteristics of wet fill soils for the
earth embankments (excluding subgrade treatment and the top 16 in. of chemically modified till) can he
performed when the soil has a minimum temperature of 35°F. The temperature of the soil during
placement. spreading of chemical modifier and compaction should not he less than 35°F. Any soil that
has a temperature less than 35°F should he removed. II'work is suspended. an 8 in. thick lift of loose
soil should be placed over the chemically modified soil to protect the soil from freezing.
215.1)6 Preparation of Soils
The soils shall be prepared in accordance with 207.03. All aggregates which are larger than
approximately 3 in. (75 mm) encountered before or after mixing the soils and chemical modifiers shall
he removed.
215.07 Spreading of Chemical Modifiers
Where type A-6 or A-7 soils are used or encountered, the surface shall be scarified or disked to
the specified depth prior to distribution of the chemical modifier. If a combination of modifiers are used,
it shall be mixed mechanically prior to being incorporated. The chemical modifier shall be distributed
uniformly by a cyclone, screw-type, or pressure manifold type distributor. The chemical modifier shall
not he applied when wind conditions create problems in adjacent areas or create a hazard to traffic on
any adjacent roadway. The spreading of the chemical modifier shall be limited to an amount which can
he incorporated into the soil within the same work day. If weather causes stoppage of work or exposes
the chemical modifier to washing or blowing. additional chemical modifier may be spread when the
work resumes.
215.08 Mixing
The chemical modifier, soil, and water when necessary. shall be thoroughly mixed by rotary
speed mixers or a disc harrow. The mixing shall continue until a homogenous layer of the required
thickness has been obtained. One hundred percent of the material. exclusive of rock particles, shall pass
CHEMICAL MODIFICATION 01'SOILS TS-23
IN20030661
a I in. (25 nun) sieve and at least 60% shall pass a No. 4 (4.75 mm) sieve. The mixing depth shall be 16
in (400 ninth
When chemical modification of the soils is used Mr the purpose of modifying the moisture
characteristics of wet fill soils for the earth embankments_ the lift thickness shall be limited to 8 in. loose
and 6 in. compacted.
215.09 Compaction
Compaction of the mixture shall begin as soon as practicable after mixing. Compaction after
mixing shall be as follows:
(a) For cement modified soils. mixing shall he completed within 30 min of cement placement
and compaction shall he completed within 3 h after mixing.
(b) Fly ash modified soils shall he compacted within 4 h.
(c) Lime modified soils shall be compacted within 24 It.
Compaelive efforts shall be in accordance with 203 or 207.03 as applicable.
Compaction verification of chemically modified soils will he determined based on the dynamic cone
penetrometer (DCP) in accordance with ASI-M D-6951-03. A maxinxun penetration of 8 nu» per blow
will he used for verification of adequate lift compaction.
The moisture content of the mixture shall he between the optimum moisture and the optimum
moisture plus 2.0%. Aeration or drying by 1lurthcr mixing, or the addition of water and further mixing.
may he required to obtain the optimum moisture content.
Construction traffic or equipment shall not be on the chemically modified suhgrade treatment
soils (i.e.. the 16 in of chemically modified soils beneath the crushed aggregate subgrade treatment)
within 72 hours after compaction. Construction traffic when chemical modification of the soils is for the
purpose of modifying the moisture characteristics of wet till soils for the earth embankments (excluding
the top 16 in. of the fill or the subgrade treatment) can be allowed provided the construction traffic is
routed in only one direction, that turning of construction traffic does not occur on the chemically
modified till soil and the construction Traffic does not break down the chemically modified soil or cause
pumping or rutting of the chemically modilied soils_
215.10 Method of Measurement
The accepted quantity of chemically modified soils for subgrade treatment will be measured by
the square yard (square meter). complete in place. All excavation required to modify the soils below the
specified depth will he measured in accordance will) 203.27(b).
The accepted quantity of lime used for modifying wet soils will be measured by the ton (MG) of
lime complete in place and will only be paid for if soil modification is directed by Engineer.
Cl IFIMICA k MODIFICATION OF SOILS IS-23
IN200306hl
215.11 Basis of Payment
The accepted quantity of chemically modified soils for use as subgrade treatment will be paid for
by the square yard (square meter), complete in place. All excavation required to modify the soils below
the specified depth will be paid for in accordance with 20328.
The accepted quantity of lime used for modifying wet soils will be paid for by the ton (MG) of
lime material used for modification. The payment quantity for modifying wet soils represents the cost
of the lime modifier, not the total mass of the modified till.
Adjustment of materials for chemical modification that exceeds the limits of 215.03 will be
included in a change order for materials only and paid for as chemical modifier adjustments. If mix
design test results show that hydrated lime, quicklime. lime by-products. or fly ash are not appropriate
and moisture density compaction can not be achieved, a price adjustment will be made fur the use of
cement. The price adjustment will be calculated at a cost equal to the difference in the invoice cost of the
cement and the invoice cost of the hydrated lime. This adjustment will be included in a change order and
will be paid for as chemical modifier adjustments. Payment for chemical modifier adjustments will be
made for direct material costs incurred by the Contractor and shall not include any other markups.
Payment will he made under:
Pay Item Pay Unit Symbol
Subgrade Treatment SYS (m2)
type
Chemical Modifier, Soils, Modifying Wet Fill Soil, Lime TON (MG)
The cost of performing the laboratory tests, providing an approved geotechnical consultant,
scarification of the subgrade, spreading and mixing of the chemical modifier and soil, compaction of the
resultant mixture, shaping the subgrade, work required due to adjustments of modifier proportioning,
additional modification required due to weather conditions, correction of deficient areas, water required
for the modification process. modified subgrade trimming, and all operations needed to meet the
requirements of this specification shall be included in the cost of the pay items of this section.
CHEMICAL MODIFICATION OF SOILS TS-23
IN2003066
SP-57 —ORNAMENTAL RAILINC
DESCRIPTION: Work includes fabrication and installation of ornamental railing.
SU BM ITTA LS: The contractor shall submit product data or each type of product indicated, as
well as shop drawings. Shop drawings shall include plans, elevations, sections, details, and attachment
methods to other work.
Contractor shall submit a I 2-inch by 24-inch sized sample section, representative of each ornamental
railing material type and for each color specified, to verify quality of construction.
Contractor shall submit Product Test Reports, based on evaluation of comprehensive tests performed by
a qualified testing agency for decorative metallic-coated steel tubular picket railings, including finish.
indicating compliance with referenced standard.
CONSTRUCTION REQUIREMENTS: Railing materials shall be manufactured from hot-dip
galvanized steel tubing bars and shapes to comply with ASTM A 36/A 36M. Pickets and rails shall be
formed from steel bars using hot-rolled, carbon steel to comply with ASTM A 29/A 29M. Grade 1010.
Posts shall be formed from cold formed steel tubing to comply with ASTM A 500. Hot-dip galvanize to
comply with ASTM A 123/A I 23M. Hot-dip galvanize posts and rail/picket assemblies after
fabrication.
Posts: Galvanized square steel tubing, two inches by three inches (50 mm by 75 mm) with 3/16-
inch (4.76-mm) wall thickness with mounting base plate/flange welded to bottom (see details in
drawings).
Steel channel rails: Galvanized steel channels, two inches by one inch (50 mm by 25 mm).
Pickets: I-inch (25 mm) square by 0.065-inch (1.65-mm) galvanized steel, terminated as
indicated. Picket spacing to be four inches (101.6 mm) clear, maximum; see drawing details for
specific spacing. All exposed ends of pickets shall be closed.
Fabrication: Assemble fences into sections by welding pickets to rails. Posts shall be bolted to
concrete rails. Fence sections (rails with pickets) shall be bolted to posts.
Fasteners: Chemical anchor bolts with a minimum embedment depth of 5.5 inches and a
minimum pull-out strength of ten kips shall be used to anchor the railing posts to the concrete.
Anchor bolts shall comply with ISO 898 5.8. ASTM A 193 Grade B7. Nuts and washers shall he
supplied by the same manufacturer as the anchor bolts. Stainless-steel %-inch carriage bolts and
tamper-proof nuts shall be used to anchor rails to posts.
Finish for metallic-coated steel items: High-performance coating
MANUFACTURERS: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the work include, but are not limited to, the following.
A & T Iron Works. Inc.
ORNAMENTAL RAILING TS-57
IN2003066I
ATC Iron Works
Ametco Manufacturing Corporation
BarnettBates Corporation
Breuer Metal Craftsmen
Offenhauser Company
Standard Iron and Wire Works, Inc.
METALLIC-COATED STEEL FINISHES: Use epoxy primer for galvanized steel: Complying with
MPI #101 and compatible with coating specified to be applied over it. Epoxy intermediate coat(s)
complying with MPI #77 and compatible with primer. Topcoat to he polyurethane, two-component.
pigmented. gloss, MP! #72 and compatible with intermediate coat.
Surface Preparation: Clean surfaces with non-petroleum solvent so surfaces are free of oil and
other contaminants. After cleaning, apply a zinc-phosphate conversion coating suited to the
organic coating to be applied over it. Clean welds, mechanical connections, and abraded areas
and repair galvanizing to comply with ASTM A 780.
High-Perlbrmance Coating: Apply epoxy primer, epoxy intermediate coat, and polyurethane
topcoat to prepared surfaces. Apply at spreading rates recommended by coating manufacturer.
Match approved Samples for color, texture, and coverage. Remove and refinish, or recoat work
that does not comply with specified requirements.
Color and Gloss shall match ICI #3066 115/022 "Black Mica".
RAII. INSTALLATION: Install railing by bolting base flanges of posts to concrete rail/wall top using
epoxy-set anchors (number and pattern as indicated in drawings) and fastening rails and infill panels to
posts using bolts, lock-washers, and nuts. The contractor shall use an installation pattern when chilling
the field-drilled holes on the top of the concrete barrier for the chemical anchor bolts, per the
manufacturer's requirements, to ensure proper horizontal and longitudinal alignment. The equipment
used to drill the holes shall he per manufacturer's requirements. The drilled hole diameter and depth
shall be per the manufacturer's requirements. Field-drilled holes shall be in accordance with 702.25.
Prior to the installation of the chemical anchors, the lielcl-drilled holes shall he cleaned out in
accordance with the manufacturer's recommendations. Chemical anchor systems meeting the
requirements of Section 901.05 shall be used to bond the anchor bolts to the concrete harrier. Steel
railings shall not be installed until alter the chemical anchor bolts have cured and attained required
strength, per the manufacturer's specifications.
Alter the chemical anchor bolts are fully bonded to the concrete harrier, the contractor shall prepare the
concrete surfaces of the barrier, which will receive architectural finish coating(s). The contractor shall
protect the anchor bolts during the surface preparation and application of the architectural finish
coating(s). Alter the architectural finish coating(s) have been applied, the steel railing may be installed
per the manufacturer's specifications. Peen threads of bolts after assembly to prevent removal.
METHOD OF MEASUREMENT:
Rail installation will be measured by each linear thot of railing installed.
ORNAMENTAL RAILING 'IS-57
IN2003066I
BASIS OF PAYMENT:
The accepted quantities of railing will be paid for at the contract unit price per linear foot for
Ornamental Railing in place.
Payment will be made under:
Pay Item Pay Unit Symbol
Ornamental Railim' I FT
The cost of all material and labor required for fabrication, field drilled holes, high performance coating
and installation will be included in the cost of Ornamental railing.
The cost of rail fabrication, materials. labor and installation of specialty rail mounted traffic signs will
not he paid for directly but included in the cost of Ornamental railing.
ORNAMENTAL RAILING TS-57
IN20030661
SP-88 SI'ORMWATER TREATMENT SYSTEMS
The CONTRACTOR will be required to install a Stormwater Treatment Systems (SWTS) on
this project. SWTS Type I shall be a VorSentry Model VS60. manufactured by CONTECH
Stormwater Solutions, Inc., or approved equal. SWTS Type III shall be a VorSentry Model
VSRO. manufactured by CONTECH Stormwater Solutions. Inc.. or approved equal.
The stormwater treatment system (SWTS) types shown in the plans and detail STS-I and
STS-2. included in these technical specifications. shall correspond to the structure numbers
used in pay item names as shown below.
SWTS Type Location Str. No. on Plans
Type I Sta. 42+55 Line "PR-S-9-E". 46' Rt. 70
Type III Sta. 596+07 Line "E". 73' Lt. 9
The SWTS units installed shall meet or exceed the manufacturer's stormwater treatment
rates, as shown. If an alternative SWTS is used, the stormwater treatment rates of the
proposed system shall he submitted to the ENGINEER for approval.
The CONTRACTOR will provide bedding in accordance with the manufacturer's
specifications and structure back fill in accordance with Section 720.03 of the Standard
Specifications for all SWTS structures.
The CONTRACTOR shall supply an operation and maintenance manual to the ENGINEER
for each unit installed. The operation and maintenance manual will become the property of
the OWNER following the completion of the project.
Measurement of stormwater treatment systems will be made per each unit complete in place.
Payment will be made under:
Pay Item Pay Unit Symbol
Stormwater Treatment System. Type EACH
The cost of excavation, bedding, backfill, bollards, reinforced concrete, manhole frames and
castings. pipe couplings, and other work associated with the installation of the S\VTS shall
not be paid for directly as such costs shall be included in the contract unit price of the SWTS.
STORMWATER TREATMENT SYSTEMS TS-SS
'N20030661
CITY OF CARMEL
ADDENDUM NO. 3
Keystone Parkway & 136th Street
Project No. 07-08E
October 13. 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 hid items and is included with this ADDENDUM NO. 3
The following summarizes the changes to the Itemized Bid
The item description for Base Bid Item#92 has been changed to Modified 33in. Bridge Rail,
Type I
The quantity for Base Bid Item#92 Modified 33in. Bridge Rail, Type I has been revised.
The item description for Base Bid Item#244 has been changed to Structural Members. Concrete
I-Beam, III. 45in. X 16 in.
The Pay Item unit for Base Bid Item #261 Present Structure, Remove Portions has been revised.
The quantity for Base Bid Item#282 Concrete, B, Footings has been revised.
The Pay Item unit for Base Bid Item#295 Conduit, PVC, 2in. has been revised.
Base Bid Item#299 Modified 33in. Bridge Rail. Type II has been added.
The item description for Alt Bid #1 Item#9 I has been changed to Modified 33in. Bridge Rail.
Type I
The quantity for Alt Bid# Item#91 Modified 33in. Bridge Rail. Type I has been revised.
The item description for Alt Bid Item#234 has been changed to Structural Members, Concrete (-
Beam, III, 45in. X 16 in.
The Pay Item unit for Alt Bid#I Item #251 Present Structure, Remove Portions has been revised.
The quantity for Alt Bid#I Item#272 Concrete, B. Footings has been revised.
The Pay Item unit for Alt Bid#I Item#285 Conduit. PVC. 2in. has been revised.
Alt Bid#I item#289 Modified 33in. Bridge Rail, Type II has been added.
Item 2: This notice is to advise all bidders that SP-57 Ornamental Railing has been revised. Please
substitute the attached SP-57 with the one in your copy of the contract book.
Item I7: In addition to the questions asked at the Pre-Bid meeting and Addendum #2 the following list
of questions has been received. Responses are provided.
Question I: What provision or consideration will be given for cold weather concrete?
Response: The unit price for PCCP items should reflect weather conditions expected during the
scheduled operation.
If you would like to receive hard copies of the revised sheets please send an email request to
sbalog(a),structurepoint.com
Should you desire to submit a hid, please do so on the basis of the information set out above.
I. Samuel Balog, PE
American Structurepoiat. Inc.
317-547-5580
Fax: 317-543-0270
PLEASE ACKNOWLEDGE THIS CONTRACT REVISION IN THE CONTRACT
DOCUMEN'T'S BEFORE SUBMITTING YOUR BID
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
1 CONSTRUCTION ENGINEERING LS
2 FIELD OFFICE,C MOS 15
3 FIELD OFFICE INTERNET SERVICE MOS 15
0 MOBILIZATION AND DEMOBILIZATION LS 1
5 CLEARING RIGHT OF WAY LS 1
6 TRAFFIC SIGNAL EQUIPMENT.REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
8 GUARDRAIL,REMOVE LFT 2013
9 EXCAVATION,COMMON CYS 34023
10 EXCAVATION.UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL.CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRADE TREATMENT.TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL.TYPE 1 CYS 6658
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL,TYPE 3 CYS 17995
21 STRUCTURE BACKFILL,TYPE S CYS 671
22 CHEMICAL MODIFIER.SOILS.MODIFYING WET FILL SOIL,LIME TON 5362
23 COMPACTED AGGREGATE.NO.53,BASE TON 10910
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO.53.TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING.ASPHALT.11/2 IN. SYS 7144
27 PROFILOGRAPH,HMA LS 1
28 HMA SURFACE,TYPE A ION 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIA IE.TYPE A TON 406
31 HMA INTERMEDIATE,TYPE C TON 950
32 HMA INTERMEDIATE,OG,TYPE C TON 1089
33 HMA BASE,TYPE C ION 2619
34 HMA INTERMEDIATE.OG,TYPE D TON 3964
35 HMA FOR TEMPORARY PAVEMENT TON 6577
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITE DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO.36 HMA SURFACE,TYPED TON 2796
37 HMA INTERMEDIATE,TYPE D TON 3161
38 HMA BASE TYPED TON 12400
39 LIMA WEDGE AND LEVEL,TYPED TON 1073
40 ASPHALT FOR TACK COAT TON 27
41 PCCP,12 IN. SYS 6053
42 PCCP TRUCK APRON.7 IN. SYS 790
43 PCCP,4 IN. SYS 196
44 1)-1 CONTRACT ION JOINT LFT 3751
45 CONCRETE IMPRINTING SF1 10326
46 GUARDRAIL,W BEAM,6 FT.3 IN.SPACING LFT 1106
47 GUARDRAIL TRANSITION TYPE IGB EACH 1
48 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
49 IMPACT ATTENUATOR,R2,WI.TL-3 EACH 2
50 IMPACT ATTENUATOR.R2.W2,TL-3 EACH 2
51 GUARDRAIL END TREA IMENT,OS EACH 3
52 HANDRAIL,PEDESTRIAN LET 133
53 ORNAMENTAL RAILING LFT 2135
54 BARRIER DELINEAI OR EACH 55
55 CURB RAMP.CONCRETE,C SYS 89
56 CURB RAMP,CONCRETE,F SYS 21
57 CURB RAMP,CONCRETE,G SYS 15
58 CURB RAMP,CONCRETE.H SYS 53
59 CURB RAMP.CONCRETE.L SYS 21
60 CURB.INTEGRAL.8.CONCRETE LET 957
61 CURB,CONCRETE,MODIFIED LFT 434
62 CURB AND GUTTER.B.CONCRETE LET 1562
63 CURB AND GUTTER.CONCRETE.MODIFIED LFT 2692
64 CURB AND GUTTER,B,CONCRETE,MODIFIED LET 1947
65 CURB AND GUTTER,C,CONCRETE,MODIFIED LET 1145
66 CURB TURNOUI EACH 3
67 CURB AND GUTTER,CONCRETE,ROLL LFT 476
68 MODIFIED CURB TURNOUT EACH 76
69 PAVED SIDE DITCH,A LFI 472
70 HMA FOR APPROACHES.TYPE A TON 332
71 PCCP FOR APPROACHES.6 1N. SYS 115
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
ProjeCI No.OT-OBF Base Hid
Keystone Parkway end 136th Street Interchange
ITEM UNIT QUANTITY PRICE TOTAL
72 MAILBOX ASSEMBLY,SINGLE EACH
73 MAILBOX ASSEMBLY,DOUBLE EACH 2
74 GEOTEXTILES SYS 310
75 RII°RAP,CLASS 2 TON 21
76 RIdNAP.REVETMENT ION 272
77 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
78 MULCHED SEEDING,T.CONVENTIONAL MIX SYS 13039
79 EROSION CONTROL BLANKET SYS 1198
80 FERTILIZER TON 2
81 SEED MIXTURE,U LBS 808
82 MULCHING MATERIAL TOM 11
83 WATER kGAL 37
84 TOP SOIL CYS 7042
85 SODDING,NURSERY SYS 8902
86 IRRIGATION CONDUIT LET 500
87 CORED MOLE IN CONCRETE EACH
88 MODIFIED CONCRETE BRIDGE RAILING TRANSITION,TPS-2 EACH 1
89 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 2118
90 MODIFIED PS-2 BRIDGE RAIL-TYPE I I.FT 503
91 MODIFIED PS-2 BRIDGE RAIL,TYPE 11 LET 323
92 MODIFIED 33 IN.BRIDGE RAIL,TYPE I LFT 1689
93 SEAL COAT,GRAFFITI RESISTANT SF T 59181
94 SURFACE SEAL EFT 19077
95 CULVERT.PRECAST BOX.REINFORCED CONCRETE.6 FT.X 4 FT. LET 115
95 CULVERT.PRECAST BOX,REINFORCED CONCRETE.5 FT.X 5 FT. LET 253
97 TEMPORARY RETAINING WALL LS 1
98 PIPE.REINFORCED CONCRETE,CIRCULAR,36 IN. LET 96
99 PIPE,TYPE 4,CIRCULAR.6 IN. LET 9107
100 PIPE,TYPE 4.CIRCULAR,12 IN. LFT 20
101 PIPE.UNDERDRAIN OUTLET,BIN. LFT 775
102 PIPE.REINFORCED CONCRETE,CIRCULAR.12 IN. LFT 1756
103 PIPE.REINFORCED CONCRETE,CIRCULAR. 15 IN. LFT 535
104 PIPE,REINFORCED CONCRETE,CIRCULAR.18 IN LET 380
105 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. LET 915
106 PIPE,TYPE 4.CIRCULAR,4 IN. LF 593
107 VIDEO INSPECTION FOR PIPE LFT 3888
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
1NQ DESCRIPTION UNIT QUANTITY UNIT TOTAL
108 OUTLET PROTECTOR.2 EACH 11
109 VIDEO INSPECTION FOR IINDERDRAINS LFT 3000
110 AGGREGATE FOR UNDERURAINS CYS 1018
111 GEOTEXTILES FOR UNDERDRAIN SYS 10834
112 A2000 6 IN.PVC,PERFORATED LFT 2000
113 INLET TYPE HA EACH 8
114 CASTING,ADJUST TO GRADE EACH 3
115 INLET,A2 EACH 3
116 INLET,J10 EACH 2
117 INLET.M10 EACH 2
118 INLET.UA EACH 1
119 CATCH BASIN,E7 EACH 3
120 CATCH BASIN,K70 EACH 6
121 MANHOLE.C4 EACH 9
122 MANHOLE,J EACH 2
123 STRUCTURE,INLET,RECONSTRUCT LET 2
124 MANHOLE.C2 EACH 7
125 MANHOLE,J4 EACH 2
126 SIORMWAT ER TREATMENT SYSTEM.TYPE I EACH 1
127 MASONRY COATING LS 19077
128 CONCRETE STAINING SET 40105
129 FACE PANELS.CONCRETE SFT 46679
130 WALL ERECTION SET 46679
131 LEVELING PAD,CONCRETE LFT 3342
132 COARSE AGGREGA IE.NO.8 'ION 3330
133 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79
134 MODULAR BLOCK WALL ERECTION SYS 79
135 CONSTRUCTION SIGN.C EACH 2
136 ROAD CLOSURE SIGN ASSEMBLY EACH 5
137 TEMPORARY PAVEMENT MARKING.REMOVABLE,4 IN. LFT 27459
138 TEMPORARY PAVEMENT MARKING.REMOVABLE.8 IN, LFT 4865
139 DETOUR ROUTE MARKER ASSEMBLY EACH 20
140 CONSTRUCTION SIGN,A EACH 35
141 CONSTRUCTION SIGN,B EACH 6
142 FLASHING ARROW SIGN DAY 60
143 MAINTAINING TRAFFIC LS 1
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Base Bid
Keystone Parkway and 136th Street Interchange
ITEM
NO. DESCRIPTION UNIT QUANTITY PRICE TOTAL
144 BARRICADE,Ill-A LFT 132
145 BARRICADE.III-B LFT 228
146 TEMPORARY TRAFFIC BARRIER.TYPE 1 LFT 2579
147 TEMPORARY TRAFFIC BARRIER,TYPE 2 LFT 385
148 TEMPORARY TRAFFIC BARRIER,TYPE I.ANCHORED LET 297
149 TEMPORARY TRAFFIC BARRIER.TYPE 2.ANCHORED LET 2772
150 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
151 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 526
152 SIGN.PANEL,WITH LEGEND SFT 215
153 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VII EACH 10
154 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.080 IN.TI'IICKNESS SET 205
155 SIGN,SHEET.ENCAPSULATED LENS WITH LEGEND,0.100 IN.THICKNESS SET 109
156 STRUCTURAL STEEL.BREAKAWAY LAS 2019
157 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL.INSTALLED EACH J
158 DECORATIVE STREET SIGN ASSEMBLY INSTALLED EACH 2
159 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
160 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN PLASTIC CONDUIT,4 TIC LET 775
161 CONDUIT,PVC,2 IN. LFT 775
162 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 537
163 WIRE,NO.4 COPPER.IN PLASTIC DUCT.IN CONDUIT.4 110 LET 537
164 HANDHOLE,LIGHTING EACII 8
165 1.10+1 STANDARD FOUNDATION.3 FT.DIA,X 8 Fl. EACII 28
166 JUNCTION BOX EACH 2
167 WIRE,NO 4,COPPER,IN PLASTIC DUCK,IN TRENCH,4 1/C LFT 7452
168 UNDERPASS CIRCUIT INSTALLATION, I LUMINAIRE EACH 2
169 SERVICE POIN I.II EACH 2
170 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
171 CONNECTOR KIT,UNFUSED EACH 28
172 CONNECTOR KIT.FUSED EACH 28
173 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 60
174 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 28
175 INSULATION LINK.NONWATERPROOFED EACII 56
176 INSULATION LINK,WATERPROOFED EACH 32
177 CABLE DUCT MARKER EACH 13
178 POI.E CIRCUIT CABLE.1 C NO. 10 STRANDED COPPER LFT 1920
179 CABLE INTERDUCT LET 1370
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Base Bid
Keystone Parkway and 136th Street Interchange
ITE DESCRIPTION UNIT QUANTITY PRICE TOTAL
NO.180 HANDHOLE EACH 5
181 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17
102 LUMINAIRE,ROADWAY.METAL HALIDE.250 WATT.MONGOOSE EACH 11
183 LUMINAIRE,UNDERPASS,WALL MOUNTED,METAI.HALIDE, 150 WATT EACH 2
184 LIGHT FOUNDATION.BRIDGE MOUNT.WITH GROUNDING EACH 4
185 LIGHT POLE.30 FT.E.M.H.DUAL 1.5 FI.MAST ARM,BREAKAWAY BASE EACH 11
180 LIGHT POLE,30 FT.E.M.H.,8 FT,MAST ARM,TRANSFORMER BASE, EACH 13
DECORATIVE POLE MAST'ARM,AND BASE
187 LIGLI'I POLE.15 FT.E.M.H.,4 FT.MAST ARM,TRANSFORMER BASE. EACH 4
DECORATIVE POLE MASI ARM AND BASE
188 PAVEMENT MESSAGE MARKINGS.REMOVE EACH 11
189 LINE,EPDXY,BROKEN,WHITE.4 IN. LET 132
190 TRANSVERSE MARKINGS,THERMOPLASTIC.CROSSWALK,WHITE,24 IN. LFT 440
191 LINE,EPDXY,SOLID,WHITE,4 IN. LFT 2509
192 LINE,EPDXY,SOLID,YELLOW,4 IN. LF1 2784
193 LINE,EPDXY,SOLID,WHITE,8 IN, LET 241
194 TRANSVERSE MARKING,REMOVE LET 77
195 LINE.THERMOPLASTIC,BROKEN,WHITE,4 IN. LET 2283
196 LINE,THERMOPLASTIC,SOLID.WHITE,4 IN, LFT 7478
197 LINE.THERMOPLASTIC,SOLID,WHITE,8 IN LFT 2510
196 LINE,THERMOPLASTIC.SOLID.WHITE,24 IN. LET 217
199 LINE,PAINT,BROKEN.WHITE,4 IN, LFT 1520
200 LINE.PAINT,SOLID.WHITE,4 IN. LFT 8754
201 LINE,PAINT.SOLID,YELLOW,4 IN. LE'I 5600
202 LINE,REMOVE LP 4857
203 LINE,EPDXY.SOLID,WHITE,24 IN. LET 28
204 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 357
205 LINE.THERMOPLASTIC,SOLID,YELLOW.4 IN. LFT 9441
206 TRANSVERSE MARKINGS.THERMOPLASTIC,SOLID,YELLOW,CROSSHATCH LET 30
LINE 12 IN.
207 TRANSVERSE MARKINGS. THERMOPLASTIC.STOP LINE,24 IN. LET 80
208 TRANSVERSE MARKINGS.THERMOPLASTIC,'SHARKS TEETH' LET 81
209 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.LANE INDICATION ARROW EACH 6
210 PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC.WORD(ONLY) EACH 2
PAVEMENT MESSAGE MARKINGS.THERMOPLASTIC,FISHHOOK LANE
211 EACH 2
INDICATION ARROW
212 SNOWPLOWABI.E RAISED PAVEMENT MARKER EACH 233
213 LINE,THERMOPLASTIC.SOLID.YELLOW,8IN. LFT 236
214 LINE,THERMOPLASTIC,BROKEN,WHITE,12 IN.,3 PT.STRIPE-3 FT.GAP LET 105
215 RE IAINING WALT.MOCK UP LS I
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Ftofeci No.07.08F Base Bid
Keystone Parkway and 136th Street IWerrhange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
216 BRIDGE RAIL MOCK UP LS 1
217 FLAT-WORK MOCK UP LS 1
218 FORMLINER,WALL PANELS SET 46679
219 FORMLINER,MODIFIED P5-2 RAILING FOR ROADWAYS,FRONT FACE LFT 525
220 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LFT 2169
136TH ST.BRIDGE ITEMS
221 CONS'I RUCTION ENGINEERING 1,5 1
222 MOBILIZATION AND DEMOBILIZA1 ION LS 1
223 EXCAVATION,DRY CYS 163
224 B BORROW CYS 55
225 AGGREGATE FOR END BENTRACKEILI. CYS 178
226 DENSE GRADED SUBBASE CYS 32
227 CONCRETE IMPRINTING SET 8925
228 ORNAMENTAL RAILING LFT 225
229 CURB,INTEGRAL,CONCRETE LFT 158
230 REINFORCED CONCRETE BRIDGE APPROACH SYS 168
231 GEOTEX1 ILES SYS 390
232 DYNAMIC PILE LOAD TEST EACH 2
233 TEST PILE.RESTRIKE EACH 2
234 TEST PILE EACH 2
235 PILE TIP,STEEL H EACH 62
236 PILE,STEEL H,HP 12 X 53 LET 2380
237 PILE,STEEL H.HP 12 X 74 LFT 2680
238 CONCRETE,A,SUBSTRUCTURE CYS 240
239 CONCRETE.B,FOOTINGS CYS 90
240 REINFORCING BARS LDS 74169
241 REINFORCING BARS,EPDXY COATED LB$ 278775
242 CONCRETE,C,SUPERST'RUCT'URE CYS 991
243 CONCRETE,C,RAILING CYS 43
244 STRUCTURAL MEMBERS,CONCRETE I-BEAM.III,45 IN.X 16 IN. LFT 1505
245 SURFACE SEAL LS 1
246 ANCHOR PLATE.AP 1 EACH 56
247 PIPE.END BENT DRAIN.6 I. LET 504
248 MASONRY COATING SET 6490
249 CONDUIT,PVC,2 IN. LP I 237
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Base Bid
Keystone Parkway and 136th Street Interchange
INO. ,DESCRIPTION UNIT QUANTITY PRNCE TOTAL
250 CONCRETE STAINING SET 263
251 STREET NAME SIGN,BRIDGE MOUNTED.DECORATIVE EACH 2
252 FORMLINE,SPECIALTY,CI I Y SEAL EACH 2
253 FORMILINER,BRIDGE RAIL.REAR FACE LFT 229
254 FORMILINER,BRIDGE RAIL.FRONT FACE LET 229
COOL CREEK BRIDGE ITEMS
255 CONSTRUCTION ENGINEERING LS 1
256 MOBILIZATION AND DEMOBILIZATION LS I
258 DEBRIS REMOVE LS 1
260 GUTTER TURNOUT.REINFORCED CONCRETE.REMOVE EACH 1
261 PRESENT STRUCTURE,RI:MOVE PORTIONS LS 1
262 EXCAVATION,WATERWAY CYS 1240
263 EXCAVATION,WET CYS 117
264 EXCAVATION.DRY CYS 78
265 AGGREGATE FOR END BENT BACKFILL CYS 108
266 DENSE GRADED SUBBASE CYS 118
267 CONCRETE IMPRINTING SET 2086
268 GUARDRAIL TRANSITION TYPE TGB EACH 4
269 BARRIER DELINEATOR EACI'I 10
270 CURB.INTEGRAL.CONCRETE I.FT 105
271 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
272 RIPRAP,REVETMENT TON 1009
273 GEOTEXTILES SYS 1497
274 SLOPEWALL,CONCRETE,4 IN. SYS 329
275 PILE,CONCRETE.STEEL SHELL ENCASED,0.184 IN., 12 IN. LFT 25
276 DYNAMIC PILE LOAD TEST EACH 2
277 TEST'PILE.RESTRIKE EACH 2
278 TEST PILE EACH 2
279 PILE.STEEL H,HP 12 X 53 LET 2504
280 PILE TIP,STEEL H EACH 40
281 CONCRETE,A.SUBSTRUCTURE CYS 305
282 CONCRETE.B.FOOTINGS CYS 14
283 FIELD DRILLED HOLE IN CONCRETE EACH 96
284 REINFORCING BARS LBS 28573
PART 3
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.97-08F Base Bid
Keystone Parkway and 136th Street interchange
IN0. DESCRIPTION UNIT QUANTITY UNIT TOTAL
285 REINFORCING BARS,EPDXY COATED LBS 217788
286 THREADED TIE BAR ASSEMBLY,EPDXY COATED EACH 62
287 CONCRETE.C.SUPERSTRUCTURE CYS 815
288 CONCRETE,C,RAILING CYS 29
289 CONCRETE BRIDGE RAILING TRANSITION.TEC EACH 4
290 S IRUCT URAL MEMBERS,CONCRETE I-REAM,II.36 IN.X 12 IN. LFT 2352
291 SURFACE SEAL LS 1
292 ANCHOR PLATE,AP 1 EACN 64
2913 PIPE.END BENI DRAIN,6 IN, LET 340
294 PIPE,PVC,I3 IN, LFT 125
295 CONDUIT,PVC.2 IN. LFT 375
296 GRATES.BASINS,AND FITTINGS,CAST IRON LBS 576
297 BORROW CYS 19349
298 STORMWATER TREA WENT SYSTEM,TYPE III EACH 1
299 MODIFIED 33 IN.BRIDGE RAIL.TYPE II LFT 478
TOTAL:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07.08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION 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 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 1
7 PAVEMENT REMOVAL SYS 14712
8 GUARDRAIL.REMOVE LFT 2013
9 EXCAVATION.COMMON CYS 33184
10 EXCAVATION,UNCLASSIFIED CYS 4936
11 TEMPORARY EROSION AND SEDIMENT CONTROL,CURB INLET PROTECTION EACH 10
12 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 89
13 TEMPORARY DITCH INLET PROTECTION EACH 18
14 TEMPORARY SEDIMENT TRAP TON 219
15 TEMPORARY SILT FENCE LFT 4586
16 SUBGRADE TREATMENT.TYPE I SYS 39335
17 B BORROW CYS 8802
18 STRUCTURE BACKFILL.TYPE 1 CYS 6658
19 STRUCTURE BACKFILL,TYPE 2 CYS 672
20 STRUCTURE BACKFILL.TYPE 3 CYS 17995
21 STRUCTURE BACKFILL.TYPE 5 CYS 671
22 CHEMICAL MODIFIER,SOILS,MODIFYING WET FILL SOIL,LIME TON 5362
23 COMPACTED AGGREGATE,NO.53,BASE TON 7298
24 SUBBASE FOR PCCP CYS 1542
25 COMPACTED AGGREGATE NO.53,TEMPORARY FOR DRIVEWAYS TON 118
26 MILLING,ASPHALT,1 1/2 IN. SYS 7144
27 PROFILOGRAPH.HMA LS 1
28 HMA SURFACE,TYPE A TON 132
29 HMA SURFACE,TYPE C TON 701
30 HMA INTERMEDIATE,TYPE A TON 406
31 HMA INTERMEDIATE.TYPE C TON 950
32 HMA INTERMEDIATE,OG,TYPE C TON 1089
33 HMA BASE.TYPE C TON 2619
34 HMA INTERMEDIATE,OG,TYPE D TON 3964
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07.08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
TEl DESCRIPTION UNIT QUANTITY PRNCE TOTAL
35 HMA SURFACE,TYPE D TON 2796
36 HMA INTERMEDIATE,TYPED TON 3161
37 HMA BASE.TYPED TON 12400
38 HMA WEDGE AND LEVEL,TYPED TON 1073
39 ASPHALT FOR TACK COAT TON 27
40 PCCP,12 IN, SYS 6053
41 PCCP TRUCK APRON.7 IN. SYS 790
42 PCCP.4 IN. SYS 196
43 D-1 CONTRACTION JOINT LET 3751
44 CONCRETE IMPRINTING SFT 10326
45 GUARDRAIL,W BEAM.6 FT.3 IN.SPACING LET 1106
46 GUARDRAIL TRANSITION TYPE TGB EACH 1
47 GUARDRAIL,STEEL CURVED TERMINAL END SECTION EACH 1
4B IMPACT ATTENUATOR.R2.W1.TL-3 EACH 2
49 IMPACT ATTENUATOR,R2,W2.TL-3 EACH 2
50 GUARDRAIL END TREATMENT.OS EACH 3
51 HANDRAIL,PEDESTRIAN LFT 133
52 ORNAMENTAL RAILING LFT 2135
53 BARRIER DELINEATOR EACH 55
54 CURB RAMP,CONCRETE,C SYS 89
55 CURB RAMP.CONCRETE,F SYS 21
56 CURB RAMP,CONCRETE.G SYS 15
57 CURB RAMP,CONCRETE,H SYS 53
58 CURB RAMP.CONCRETE,L SYS 21
59 CURB.INTEGRAL,B,CONCRETE LET 957
60 CURB,CONCRETE,MODIFIED LFT 434
61 CURB AND GUTTER.B.CONCRETE LFT 1562
62 CURB AND GUTTER.CONCRETE,MODIFIED LFT 2692
63 CURB AND GUTTER.B,CONCRETE.MODIFIED LFT 1947
64 CURB AND GUTTER,C,CONCRETE,MODIFIED LFT 1145
65 CURB TURNOUT EACH 3
66 CURB AND GUTTER,CONCRETE.ROLL LFT 476
67 MODIFIED CURB TURNOUT EACH 76
68 PAVED SIDE DITCH,A LFT 472
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07.08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY RNCE TOTAL
69 HMA FOR APPROACHES.TYPE A TON 332
70 PCCP FOR APPROACHES.6 IN. SYS 115
71 MAILBOX ASSEMBLY,SINGLE EACH 3
72 MAILBOX ASSEMBLY,DOUBLE EACH 2
73 GEOTEXTILES SYS 310
74 RIPRAP,CLASS 2 TON 21
75 RIPRAP,REVETMENT TON 272
76 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2
77 MULCHED SEEDING.T,CONVENTIONAL MIX SYS 13039
78 EROSION CONTROL BLANKET SYS 1198
79 FERTILIZER TON 2
80 SEED MIXTURE,U LBS 808
81 MULCHING MATERIAL TON 11
82 WATER kGAL 37
B3 TOP SOIL CYS 7042
84 SODDING.NURSERY SYS 9902
85 IRRIGATION CONDUIT LFT 500
86 CORED HOLE IN CONCRETE EACH 1
87 MODIFIED CONCRETE BRIDGE RAILING TRANSITION.TPS-2 EACH 1
88 REINFORCED CONCRETE MOMENT SLAB.12 IN, SYS 2118
89 MODIFIED PS-2 BRIDGE RAIL-TYPE I LFT 503
90 MODIFIED PS-2 BRIDGE RAIL,TYPE II LET 323
91 MODIFIED 33 IN,BRIDGE RAIL,TYPE I LFT 1689
92 SEAL COAT.GRAFFITI RESISTANT SET 59181
93 SURFACE SEAL SET 19077
94 CULVERT.PRECAST BOX.REINFORCED CONCRETE.6 FT.X 4 FT. LFT 115
95 CULVERT,PRECAST BOX,REINFORCED CONCRETE,5 FT.X 5 FT. LFT 253
96 PIPE.REINFORCED CONCRETE,CIRCULAR,36 IN. LFT 90
97 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 9107
98 PIPE,TYPE 4,CIRCULAR. 12 IN. I.FT 20
99 PIPE.UNDERDRAIN OUTI.ET,6 IN. LFT 775
100 PIPE,REINFORCED CONCRETE.CIRCULAR, 12 IN. LFT 1756
101 PIPE.REINFORCED CONCRETE.CIRCULAR, 15 IN. LFT 535
102 PIPE.REINFORCED CONCRETE,CIRCULAR.18 IN. LFT 380
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid 111
Keystone Parkway and 136th Street Interchange
INS DESCRIPTION UNIT QUANTITY PRICE TOTAL
103 PIPE,REINFORCED CONCRETE,CIRCULAR,24 IN. LFT 916
104 PIPE,TYPE 4,CIRCULAR,4 IN. LFT 593
105 VIDEO INSPECTION FOR PIPE LFT 3688
106 OUTLET PROTECTOR.2 EACH 11
107 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000
108 AGGREGATE FOR UNDERDRAINS CYS 1018
109 GEOTEXTILES FOR UNDERORAIN SYS 10834
110 A20006 IN.PVC.PERFORATED LFT 2000
111 INLET TYPE HA EACH 8
112 CASTING.ADJUST TO GRADE EACH 3
113 INLET,J10 EACH 2
114 INLET,M10 EACH 2
115 INLET,UA EACH 1
116 CATCH BASIN.E7 EACH 3
117 CATCH BASIN.K10 EACH 6
118 MANHOLE.C4 EACH 9
119 MANHOLE,J EACH 2
120 STRUCTURE,INLET.RECONSTRUCT LET 2
121 MANHOLE.C2 EACH 7
122 MANHOLE,J4 EACH 2
123 STORMWATER TREATMENT SYSTEM,TYPE I EACH 1
124 MASONRY COATING LS 19077
125 CONCRETE STAINING SFT 40105
126 FACE PANELS.CONCRETE SFT 46679
127 WALL ERECTION SET 46679
128 LEVELING PAD,CONCRETE I.FT 3342
129 COARSE AGGREGATE.NO.8 TON 3330
130 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SYS 79
131 MODULAR BLOCK WALL ERECTION SYS 79
132 CONSTRUCTION SIGN,C EACH 16
133 ROAD CLOSURE SIGN ASSEMBLY EACH 2
134 TEMPORARY PANEL SIGNS SYS 124
135 TEMPORARY PANEL SIGN SUPPORTS LFT 256
136 TEMPORARY PAVEMENT MARKING,REMOVABLE,8 IN, LFT 1500
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM UNIT UNIT QUANTITY PRICE
TOTAL
137 DETOUR ROUTE MARKER ASSEMBLY EACH 6
138 CONSTRUCTION SIGN.A EACH 1
139 FLASHING ARROW SIGN DAY 120
140 MAINTAINING TRAFFIC LS 1
141 BARRICADE,III-A LFT 48
142 BARRICADE,III-B LFT 108
143 TEMPORARY CHANGEABLE MESSAGE SIGN EACH 2
144 SIGN POST,SQUARE,1,REINFORCED ANCHOR BASE LFT 526
145 SIGN,PANEL,WITH LEGEND SFr 215
146 WIDE FLANGE SIGN POST SUPPORT FOUNDATION.VII EACH 10
147 SIGN,SHEET,ENCAPSULATED LENS WITH LEGEND,0.080 IN.THICKNESS SFT 205
148 SIGN.SHEET.ENCAPSULATED LENS WITH LEGEND.0.100 IN.THICKNESS SET 109
149 STRUCTURAL STEEL.BREAKAWAY LBS 2019
150 DECORATIVE STREET SIGN ASSEMBLY DIRECTIONAL.INSTALLED EACH 4
151 DECORATIVE STREET SIGN ASSEMBLY,INSTALLED EACH 2
152 TRANSPORTATION OF SALVAGEABLE SIGNAL EQUIPMENT LS 1
153 WIRE.NO.4 COPPER,IN PLASTIC DUCT.IN PLASTIC CONDUIT.4 1/C LFT 775
154 CONDUIT,PVC,2 IN. LFT 775
155 CONDUIT,STEEL.GALVANIZED.2 IN. LFT 537
156 WIRE,NO.4 COPPER,IN PLASTIC DUCT.IN CONDUIT.4 1/C LFT 537
157 HANDHOLE.LIGHTING EACH 8
158 LIGHT STANDARD FOUNDATION.3 FT.DIA.X 8 FT. EACH 28
159 JUNCTION BOX EACH 2
160 WIRE,NO.4,COPPER.IN PLASTIC DUCT.IN TRENCH.4 1/C LFT 7452
161 UNDERPASS CIRCUIT INSTALLATION, 1 LUMINAIRE EACH 2
162 SERVICE POINT,II EACH 2
163 TRANSITION FITTINGS,GALVANIZED STEEL CONDUIT TO PLASTIC CABLE EACH 3
164 CONNECTOR KIT,UNFUSED EACH 28
165 CONNECTOR KIT.FUSED EACH 28
166 MULTIPLE COMPRESSION FITTING.NON-WATERPROOFED EACH 60
167 MULTIPLE COMPRESSION FITTING.WATERPROOFED EACH 28
168 INSULATION LINK.NONWATERPROOFED EACH 56
169 INSULATION LINK.WATERPROOFED EACH 32
170 CABLE DUCT MARKER EACH 13
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITNOEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
171 POLE CIRCUIT CABLE,1 C NO.10 STRANDED COPPER LFT 1920
172 CABLE INTERDUCT LFT 1370
173 HANDHOLE EACH 5
174 LUMINAIRE,ROADWAY,METAL HALIDE,250 WATT,PORT HURON EACH 17
175 LUMINAIRE.ROADWAY,METAL HALIDE.250 WATT.MONGOOSE EACH 11
176 LUMINAIRE,UNDERPASS,WALL MOUNTED.METAL HALIDE,150 WATT EACH 2
177 LIGHT FOUNDATION.BRIDGE MOUNT.WITH GROUNDING EACH 4
178 LIGHT POLE.30 FT.E.M.H.DUAL 1.5 FT.MAST ARM.BREAKAWAY BASE EACH 11
178 LIGHT POLE.30 FT.E.M.H.,8 FT.MAST ARM.TRANSFORMER BASE, EACH 13
DECORATIVE POLE,MAST ARM,AND BASE
180 LIGHT POLE, 15 FT.E.M.H..4 FT.MAST ARM,TRANSFORMER BASE. EACH 4
DECORATIVE POLE.MAST ARM,AND BASE
181 PAVEMENT MESSAGE MARKINGS,REMOVE EACH 11
182 LINE,EPDXY,BROKEN,WHITE,4 IN. LET 132
183 TRANSVERSE MARKINGS,THERMOPLASTIC,CROSSWALK,WHITE,24 IN. LET 440
184 LINE.EPDXY.SOLID,WHITE.4 IN. LFT 2509
185 LINE,EPDXY.SOLID.YELLOW,4 IN, LFT 2784
186 LINE,EPDXY,SOLID,WHITE.8 IN. LFT 241
187 TRANSVERSE MARKING,REMOVE LFT 77
188 LINE.THERMOPLASTIC,BROKEN,WHITE,4 IN. LFT 2283
189 LINE,THERMOPLASTIC.SOLID,WHITE,4 IN. LFT 7478
190 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN, LFT 2510
191 LINE,THERMOPLASTIC.SOLID.WHITE,24 IN. LFT 217
192 LINE.REMOVE LFT 800
193 LINE,EPDXY.SOLID.WHITE,24 IN. LFT 28
194 LINE,THERMOPLASTIC,SOLID.WHITE,6 IN. LFT 357
195 LINE,THERMOPLASTIC.SOLID.YELLOW.4 IN. LFT 9441
196 TRANSVERSE MARKINGS.THERMOPLASTIC.SOLID,YELLOW,CROSSHATCH LFT 30
LINE,12 IN.
197 TRANSVERSE MARKINGS,THERMOPLASTIC,STOP LINE,24 IN. LFT 80
198 TRANSVERSE MARKINGS.THERMOPLASTIC.'SHARKS TEETH" LFT 81
199 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.LANE INDICATION EACH 6
ARROW
200 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.WORD(ONLY) EACH 2
201 PAVEMENT MESSAGE MARKINGS,THERMOPLASTIC.FISHHOOK LANE EACH 2
INDICATION ARROW
202 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 233
203 LINE,THERMOPLASTIC,SOLID.YELLOW,8 IN. LFT 236
204 LINE,THERMOPLASTIC.BROKEN,WHITE,12 IN.,3 FT.STRIPE-3 FT.GAP LFT 105
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid Al
Keystone Parkway and 136th Street Interchange
INS DESCRIPTION UNIT QUANTITY PRICE TOTAL
205 RETAINING WALL MOCK UP LS 1
206 BRIDGE RAIL MOCK UP LS 1
207 FLAT-WORK MOCK UP LS 1
208 FORMLINER.WALL PANELS SET 46679
209 FORMLINER,MODIFIED PS-2 RAILING FOR ROADWAYS.FRONT FACE LFT 825
210 FORMLINER,33 IN.BRIDGE RAIL FOR RAMPS,REAR FACE LET 2169
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
136TH ST.BRIDGE ITEMS
211 CONSTRUCTION ENGINEERING LS 1
212 MOBILIZATION AND DEMOBILIZATION LS 1
213 EXCAVATION,DRY CYS 163
214 B BORROW CYS 55
215 AGGREGA'T'E FOR END BENT BACKFILL CYS 178
216 DENSE GRADED SUBBASE CYS 32
217 CONCRETE IMPRINTING SET 8925
218 ORNAMENTAL RAILING LFT 225
219 CURB,INTEGRAL,CONCRETE LFT 168
220 REINFORCED CONCRETE BRIDGE APPROACH SYS 188
221 GEOTEXTILES SYS 390
222 DYNAMIC PILE LOAD TEST' EACH 2
223 TEST PILE.RESTRIKE EACH 2
224 TEST PILE EACH 2
225 PILE TIP,STEEL H EACH 62
226 PILE.STEEL H,HP 12 X 53 LFT 2380
227 PILE,STEEL H.HP 12 X 74 LFT 2660
228 CONCRETE,A.SUBSTRUCTURE CYS 240
229 CONCRETE.B,FOOTINGS CYS 90
230 REINFORCING BARS LBS 74169
231 REINFORCING BARS.EPDXY COATED LBS 228775
232 CONCRETE,C.SUPERSTRUCTURE CYS 961
233 CONCRETE,C,RAILING CYS 43
234 STRUCTURAL MEMBERS,CONCRETE I-BEAM.III.45 IN.X 16 IN. LFT 1505
235 SURFACE SEAL LS 1
236 ANCHOR PLATE,AP 1 EACH 56
237 PIPE,END BENT DRAIN,6 IN. LFT 504
238 MASONRY COATING SFT 6490
239 CONDUIT,PVC.2 IN. LFT 237
240 CONCRETE STAINING SET 263
241 STREET NAME SIGN.BRIDGE MOUNTED,DECORATIVE EACH 2
242 FORMLINE.SPECIALTY,CITY SEAL EACH 2
243 FORNIILINER,BRIDGE RAIL,REAR FACE LET 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07.08F Alternate Bid p1
Keystone Parkway and 136th Street Interchange
UNIT
ITEM
NO. DESCRIPTION UNIT QUANTITY PRICE TOTAL
244 FORMILINER.BRIDGE RAIL.FRONT FACE LFT 229
PART 3A
CONTRACT ITEMS AND UNIT PRICES
City of Carmel
Project No.07-08F Alternate Bid p1
Keystone Parkway and 136th Street Interchange
ITEM DESCRIPTION UNIT QUANTITY PRICE TOTAL
COOL CREEK BRIDGE ITEMS
245 CONSTRUCTION ENGINEERING LS 1
246 MOBILIZATION AND DEMOBILIZATION LS 1
248 DEBRIS REMOVE LS 1
250 GUTTER TURNOUT,REINFORCED CONCRETE,REMOVE EACH 1
251 PRESENT STRUCTURE,REMOVE PORTIONS LS 1
252 EXCAVATION,WATERWAY CYS 1240
253 EXCAVATION,WET CYS 117
254 EXCAVATION.DRY CYS 78
255 AGGREGATE FOR END BENT BACKFILL CYS 108
256 DENSE GRADED SUBBASE CYS 118
257 CONCRETE IMPRINTING SET 2086
258 GUARDRAIL TRANSITION TYPE TGB EACH 4
259 BARRIER DELINEATOR EACH 10
260 CURB.INTEGRAL,CONCRETE LFT 105
261 REINFORCED CONCRETE BRIDGE APPROACH SYS 699
262 RIPRAP,REVETMENT TON 1009
263 GEOTEXTILES SYS 1497
264 SLOPEWALL,CONCRETE.4 IN. SYS 329
265 PILE,CONCRETE.STEEL SHELL ENCASED.0.184 IN., 12 IN. LFT 25
266 DYNAMIC PILE LOAD TEST EACH 2
267 TEST PILE.RESTRIKE EACH 2
268 TEST PILE EACH 2
269 PILE.STEEL H.HP 12 X 53 LET 2504
270 PILE TIP,STEEL H EACH 40
271 CONCRETE,A,SUBSTRUCTURE CYS 305
272 CONCRETE,B,FOOTINGS CYS 14
273 FIELD DRILLED HOLE IN CONCRETE EACH 96
274 REINFORCING BARS IBS 28573
275 REINFORCING BARS,EPDXY COATED LBS 217786
276 THREADED TIE BAR ASSEMBLY.EPDXY COATED EACH 62
277 CONCRETE.C.SUPERSTRUCTURE CYS 816
PART 3A
CONTRACT ITEMS AND UNIT PRICES •
City of Cannel
Project No.07-08F Alternate Bid#1
Keystone Parkway and 136th Street Interchange
IN0. DESCRIPTION UNIT QUANTITY PRICE TOTAL
278 CONCRETE.C,RAILING CYS 29
279 CONCRETE BRIDGE RAILING TRANSITION.TBC EACH 4
280 STRUCTURAL MEMBERS,CONCRETE 1-13EAM,II,36 IN.X 12 IN LFT 2352
281 SURFACE SEAL LS 1
282 ANCHOR PLATE.AP 1 EACH 64
283 PIPE.END BENT DRAIN,6 IN. LFT 340
284 PIPE,PVC,6 IN. LFT 125
285 CONDUIT,PVC.2 IN. LET 375
280 GRATES,BASINS.AND FITTIGS.CAST IRON LBS 576
287 BORROW CYS 19349
288 STORMWATER TREATMENT SYSTEM.TYPE III EACH 1
289 MODIFIED 33 IN.BRIDGE RAIL,TYPE II LFT 478
TOTAL:
SUBMITTED BY:
SIGNATURE
TITLE:
ADDRESS:
SP-57 —ORNAISIENTAL RAI LING
DESCRIPTION: Work includes fabrication and installation of ornamental railing.
SUBMITTALS: The contractor shall submit product data for each type of product indicated, as
well as shop drawings. Shop drawings shall include plans, elevations. sections, details, and attachment
methods to other work.
Contractor shall submit a I2-inch by 24-inch sized sample section, representative of each ornamental
railing material type and for each color specified. to verify quality of construction.
Contractor shall submit Product Test Reports_ based on evaluation of comprehensive tests performed by
a qualified testing agency for decorative metallic-coated steel tubular picket railings, including finish.
indicating compliance with referenced standard.
CONSTRUCTION REQUIREMENTS: Railing materials shall be manufactured from hot-dip
galvanized steel tubing bars and shapes to comply with ASTM A 36/A 36M. Pickets and rails shall be
formed from steel bars using hot-rolled, carbon steel to comply with ASTM A 29/A 29M. Grade 1010.
Posts shall be formed from cold formed steel tubing to comply with ASTM A 500. Hot-clip galvanize to
comply with ASTM A 123/A I 23M. Hot-dip galvanize posts and rail/picket assemblies after
fabrication.
Posts: Galvanized square steel tubing, two inches by three inches (50 mm by 75 mm) with 3/16-
inch (4.76-mm) wall thickness with mounting base plate/flange welded to bottom (see details in
drawings).
Steel channel rails: Galvanized steel channels. C3x5 t-wo-ittehes-by-one inch(50 m b m).
Pickets: I-inch (25 mm) square by 0.065-inch ( 1.65-mm) galvanized steel, terminated as
indicated. Picket spacing to be four inches (101.6 mm) clear, maximum: see drawing details for
specific spacing. All exposed ends a/pickets.chall be closed.
Fabrication: Assemble fences into sections by welding pickets to rails. Posts shall be bolted to
concrete rails. Fence sections (rails with pickets) shall be bolted to posts.
Fasteners: Chemical anchor bolts with a minimum embedment depth of 5.5 inches and a
minimum pull-out strength of ten Ups shall be used to anchor the railing posts to the concrete.
Anchor bolts shall comply with ISO 898 S.S. ASTM A193 Grade B7. Nuts and washers shall be
supplied by the sane manufacturer as the anchor bolts. Stainless-steel 4-inch carriage bolts and
tamper-proof nuts shall be used to anchor rails to posts.
Finish for metallic-coated steel items: High-perlbrmancecoating
MANUFACTURERS: Subject to compliance with requirements. available manufacturers offering
products that may be incorporated into the work include, but are not limited to, the following.
A K T Iron Works. Inc.
ORNAMENTAL RAILING TS-64
IN20030661
ATC Iron Works
Ametco Manufacturing Corporation
BarncttBates Corporation
Breuer Metal Craftsmen
OIi'enhauser Company
Standard Iron and \\mire Works. Inc.
METALLIC-COATED STEEL FINISHES: Use epoxy primer for gnlvnnizul ,creel: Complying-w+th
M-P44-I-0I and cempatible with coating speeiliec-te be tp$ied-evrer it. Epoxy intermediate coat(s)
complying with MPI ti77 and-eeuipatible with primer glut to be polyurethane, two temper yit.
pigmented, gloss. MPI P72 and compatible-with inteiiuediate coat-
Repair any distortion qt.the railing prior/o application of the paint primer. All ornamental
railing shall receive one coat al organic zinc prima. one coat of epocv intermediate paint. and
one polyurethane finish coat. All sarlace preparat ion. painting. and material shall he in
accordance with 619 noel 909 bet are site delirerr.
Surface Preparation: Clean surfaces with nor-peualeum solvent so surfacer, are free of oil and
other eonkninants. After cl • . y a zinc phosphate convcr>,ion coating suited to the
organic coating-to be applied over it. Clean weld -uteehtteiet-l--eeuueetic:.us- an• ab etee
and repair galYttuiing to comply with ASTM A 780-
Nijh Performance Coating: Apply epoxy primer, cpox; intermediate coat. md;-� rethnne
topcoat to preyvred surfaces. Apply at spreading rates recommended by coating nwnutaeturel-
Match-approved Sample; for color;-texture, and coverage. Remove and refini.throerecoat work
that doe; not-comply-with specified requirements.
Color and Gloss shall match ICI /4301313 05/022 "Black Mica".
RAI1, INSTALLATION: Install railing by bolting base flanges of posts to concrete rail/wall top using epoxy-
set anchors(number and pattern as indicated in drawings) and fastening rails and infill panels to posts using bolts,
lock-washers, and nuts. The contractor shall use an installation pattern when drilling the field-drilled holes on the
top of the concrete barrier for the chemical anchor bolts, per the manufacturer's requirements, to ensure proper
horizontal and longitudinal alignment. The equipment used to drill the holes shall be per manufacturer's
requirements. The drilled hole diameter and depth shall he per the manufacturer's requirements. Field-drilled
holes shall he in accordance with 702.25.
Prior to the installation of the chemical anchors, the field-drilled holes shall be cleaned out in
accordance with the manufacturer's recommendations. Chemical anchor systems meeting the
requirements of Section 901.05 shall he used to bond the anchor bolts to the concrete barrier. Steel
railings shall not be installed until alter the chemical anchor bolts have cured and attained required
strength. per the manufacturer's specifications.
After the chemical anchor bolts are fully bonded to the concrete barrier, the contractor shall prepare the
concrete surfaces of the barrier, which will receive architectural finish coating(s). The contractor shall
protect the anchor bolts during the surface preparation and application of the architectural finish
ORNAMENTAL RAILING TS-64
1N2003066
coating(s). After the architectural finish coating(s) have been applied, the steel railing may be installed
per the manufacturer's specifications. Peen threads of bolts after assembly to prevent removal.
METHOD OF MEASUREMENT:
Rail installation will be measured by each linear loot of railing installed.
BASIS OF PAYMENT:
The accepted quantities of railing will be paid for at the contract unit price per linear foot for
Ornamental Railing in place.
Payment will be made under:
Pay Item Pay Unit Symbol
Ornamental Railing I FT
The cost of all material and labor required for fabrication, field drilled holes, high performance coating
and installation will be included in the cost of Ornamental railing.
The cost of rail fabrication, materials, labor and installation of specialty rail mounted traffic signs will
not be paid for directly but included in the cost of Ornamental railing.
ORNAMENTAL RAILING TS-64
IN20030661