HomeMy WebLinkAboutCC-08-02-99-01 Hazel Dell PaymtResolution No. CC-08-02-99-01
A RESOLUTION OF THE COMMON COUNCIL OF THE CITY OF CARMEL,
INDIANA APPROVING PAYMENT OF CONSTRUCTION COSTS FOR HAZEL
DELL PARKWAY
WHEREAS, pursuant to Article III, Section 3.01 (b) of the Trust Indenture by and
among the City of Carmel Redevelopment Authority and Fifth Third Bank of Central
Indiana, dated as of August 1, 1997, approval by the Common Council is required prior to
payments from the Construction Fund therein described upon presentation of architect' s
or engineer's certificates of work completed and materials furnished;
WHEREAS, American Consulting Engineers, Inc., has presented such certificates
regarding the Construction Project Invoices attached hereto as Exhibit A.
NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of
Carmel, Indiana, that the Construction Project Invoices attached hereto as Exhibit A are
hereby approved for payment from the Construction Fund described in the above-
referenced Trust Indenture.
PASSED by the Common Council of the City of Carmel, Indiana this
of ,1999, by a vote of ayes and nays.
day
John R. Koven
.5
ATTEST: ~
Diana L. ~C~,'Clerk-Treasu
Presented by to thity of Carmel, Indiana the ~ tt'~a' of
,/}~ ,1999. Y
Diana L. Cordray, , -I?C~,C
J ~ainard, Mayor '
ATTEST:
Diana ~I)~C~surer
EXHIBIT A
PAYMENT REQUISITION NO. 54
PAYEE
AMOUNT
DUE
CHARACTER OF EXPENDITURE
Milestone Contractors
P.O. Box 66008
5950 S. Belmont Ave.
Indianapolis, IN 46266-6008
$236,130.29
Construction costs in connection
with Hazel Dell Parkway.
08/02/99
CONSTRUCTION PROJECT INVOICE
Date: 7/2~99
Nams o/Company:
Addr~.ss & Zip:
Telephone No.:
Ft.; N O,;
Niileston~ ContraQtors LP
Milestone Contmeton LP
P.O. BOx' 66008
5950 S. Belmont Ave.
Indianapolis, IN 46266-6008
(3 ~ 7) - 788- ~ 040
(317)- 788- ~ 098
Project Namc: Hazel Dell Parkway
Invoice No.: 032
Cotutmction pay items as per PR_c~RESS ESTIMATE #032 as shown on the attached invoice dated
7/21/99.
Submitt~ by American Consulting Engineers, Inc.
~je~t Repre~nmtive ~
Prim Name
Projoct Namo: HAZF. I. DELL PAKKWAY
Proj,~ct No.: 97-02
l'nvotc~ No.: 032
l~nad: 7/1/99 Thin 7/15/99
ROAD ......................................................................
STRUCTURE NO. 1 (Blue Woods Crr, k B~dSc) .................................
STRUCTURE NO. 2 (Cool Cte~ Bridge) ........................................
STRUCTURE NO. 3 (Mitdamex Ditch) .........................................
236,1307-9
0.00
0.00
0.00
BrI,I,INO THIS ESTIR4.TE
LESS RETAINAGE PROGRESS ESTIMATE
DUE THIS ESTI3.tATE
236,130.29
0.00
236,130.29
DATE: 7/21/99
CONTRACT: -97525
ESTIMATE: 032
PROJECT: ROAD
PERIOD: 7/01/99
PO NO.:
LETTING: 8/06/97
THRU 7/15/99
CITY OF CAREEL
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 1
DAN GREEKAMP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RO.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0002 EXCAVATION, COMMON 105.3500 CYS 3.25000 342.39
0~16 BITUMINOUS BASE 5, MV 2,6~9.950~ TON 20.35~00 54,129.98
0019 8iTUMINOUS BASE, 5D, MV 2,598.[400 TON 2~.~4~00 52,~66.73
0e21 BITUMINOUS SURFACE [1, MV 1,189.53ee TON 31.24eoe 37,160.92
~023 8ITUMINOUS MATERIAL FOR TACK COAT 1.0200 TON 142.eseee 144 89
0026 CURB RAMP, CONCRETE 53.2eoe sYs- 18.58000 988 46
0027 SIDEWALK, CONCRETE, 4 IN. 46 sgee sYs 20.0ee00 937 80
0031 BITUMINOUS MIX. FOR APPROACHES, MV 6e 54e0 TON 34.zseeo 2,973 5e
0034 GEOTEXTILE8 i3 33~0 SYS 2.09~ 27 86
~039 SODDING 5,76e ~090 SYS z.43ege i3,996 89
~941 RETAINING WALL, MODULAR BLOCK [,~58 see9 EFT z4.zgee9 25,719 97
0044 PIPE, REINFORCED CONCRETE, i8 IN. 3 0e00 LFT 22.60000 67 80
0e55 PIPE, REINFORCED CONCRETE, 12 IN. 9 0000 LFT 19.74000 177 66
0062 PIPE END SECTION, 18 IN. i 9~00 EACH 254.75000 204 75
00S0 CATCH BASIN, E7 [ 0009 EACH 892.2900~ 692 29
0993 TEMPORARY PAVEMENT MARKING, 2,160 ~0 LFT 1.~3~0 2,224 89
I, YELLOW, 4 IN.
9994 TEMPORARY PAVEMETN MARKING, 2,216.~00 LFT l.e3~eo 2,282.48
!,'WHITE, 4 IN.
~127 CABLE DUCT MARKER I~.090e EACH 86.48~09 1,21~.72
0219 BITUMINOUS BASE 8C, MV [,[59.7590 TON 24.38~}ee 28,274.71
0220 COMPACTED AGGREGATE FOR BASE [3i.0500 TON 8.81~09 i,154.55
SIZE NO. 53
0232 SIGNAL CABLE, 7C 14GA -189.~009 LFT 3.93e09 (572.67)
ezse ~2" SAWCUTTING 66.670~ LFT i.58~e i~5.34
DATE: 7/21/99 CITY OF CAREEL Page 2
CONTRACT: -97525 PROGRESS ESTIMATE
ESTIMATE: e32 DAN GRESKAMP
PROJECT: ROAD AMERICAN CONSULTING ENGINEERS, INC.
PERIOD: 7/~1/99 TMU 7/15/99 CONTRACTOR 4165 MILLERSVILLE RD.
PO NO.: MILESTONE CONTRACTORS, L.P. INDPLS., IN
LETTING: 8/~6/97
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
............................................................................................................. /
~261 BITUMINOUS SURFACE 11, LV 323.2~ TON 34.7~ 11,215.~4
N e293 7 FOOT PEDESTAL 4.eeee ~.ACH 377.88eee 1,511.52
236,13e.29
DATE: 7/21/99 CITY OF CAREEL
CONTRACT: -97525 PROGRESS ESTIMATE
ESTIMATE: ~32
PROJECT: ROAD
PERIOD: 7/~1/99 THRU 7/15/99 CONTRACTOR
PO NO.: MILESTONE CONTRACTORS, L.P.
LETTING: 8/~6/97
Page 3
DAN GREEKAMP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPL8., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
LiQUiDATED DAMAGES OTHER DEDUCTIONS
PURSUANT TO T ~ PROV ION AND PENALTIES OF iC [971 ~-11-i~ I HEREBY CERtiFY ~HAT THE FOREGOING ACCOUNT IS JUST AND CORRECT, THAT
THE AMOU~ I GALLY DUE, AFTER ALLOWING ALL JUST CREDITS AND THAT NO PART OF THE SAME HAS BEEN PAID.
CONTRACTOR ~ DATE
PER PLANS, SPECIFICATIONS, AND/OR SPECIAL PROVISIONS, THE FOLLOWING CONDITIONS APPLY ON THIS ESTIMATE. ERECTION OF BARRICADES
YES NO , ERECTION OF DETOUR SIGNS YES NO , CURING OF CONCRETE YES NO , MAINTENANCE OF TEMPORARY RUNAROUNDS YES NO ,
PREPARATION OF PAYROLLS YES NO , BASED ON FOREGOING CONDITIONS THIS ESTIMATE (SHOULD)(SHOULD NOT) BE DELAYED.
' PROJECT ENGINEER '
DATE DISTRICT DATE
OPERATIONS SUPPORT DATE