HomeMy WebLinkAboutCC-09-14-98-02 Hazel Dell PaymtResolution No. CC-09-14-98-02
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 ~V)/--c~,,-6w¢~,-~, 1998, by a vote of /e ayes and p> nays.
day
COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA
pr n: "bfncer (
Y
NL~Rur'dl~Mi ~ ~
Robert Battreal, President
Kevin Kirby
.~_L': ~1 Snyder /
Bi y ~W er
Presented by me to the Mayor of the City of Carreel, Indiana the ,257/¢ day of
_~-eflfl~-~fl/-v-~ ,1998.
Diana L. Cordray, rer
/7/Z day of
Approved by me, Mayor of the City of Carmel, Indiana, this
,/Xc/9,4:tT,,~ i~,.7,~ 1998.
Br~/
ATTEST:
Diana L. Cordray,~
EXHIBIT A
PAYMENT REQUISITION NO. 24
PAYEE
CHARACTER OF EXPENDITURE
Milestone Contractors
P.O. Box 421450
5950 S. Belmont Ave.
Indianapolis, IN 46242-1459
$204,815.45
Construction costs in connection
with Hazel Dell Parkway.
08/28/98
~ "."'i~:: AMER.. ,?,AN CONSULTING ENGINEE S, INC.
~' ~i~ ARCHITECTS ENGINEERS
4165 MILLERSVILLE ROAD INDIANAPOLIS, INDIANA 46205-2998
~ ........... !i 317-547-5580 FAX 317-543-0270
LETTER OF TRANSMITTAL
A.C.E. Project No.:
We are r"q Enclosed
sending you: O Separately
Deliver by:
Time:
Date:
via
I"lMaiI
D Messenger
r"3As Requested
r~For Your Information
:]For Your Review & Comment
TYPE
DESCRIPTION
Remarks:
Copies of:
Trans.
Enclosure
To:
Please Return E:] Copies to this Office
Very truly yours,
American Consulting Engineers, Inc.
CONSTRUCTION PROJECT INVOICE
Date: 8/21/98
Name of Company: Milestone Contractors LP
Address & Zip:
Mil~ston~ Contractors LP
P.O. Box 421450
5950 S. Belmont Ave.
Indianapolis, IN 46242-1459
Telephone No.: (317) - 788 - 1040
Fax No.:
(317) - 788 - 1098
Project Name: Hazel DcH Parkway
Invoice No.: 015
Construction pay items as per PROGRESS ESTIMA1E #015 as shown on the attached invoice dated
8/21/98.
Submitted by American Consulting Engineers, Inc.
esident Project Kep/esentativ~
Print Name
Project Name: HAZEL DELL PARKWAY
Project No.: 97-02
Invoi~s No.: 0 15
Period: 8/1/98 Thin 8/15/98
ROAD ................................................................. $
STRUCTURE NO. 1
STRUCTURE NO. 2
STRUCIURE NO. 3
(Blue Woods Cr~k Bridge) ............................
(Cool Creek Bridge) ...................................
(Mitchener Ditch) ....................................
BILLING THIS ESTIMATE $
LESS RETAINAGE PROGRESS ESTIMATE
DUE THIS ESTIMATE $
V,,ge S of
236,729.52
0.00
-$9,156.80
0.00
227,572.72
22,757.27
204,815.45
DATE: 8/21/98
CONTRACT: -97525
ESTIMATE: 015
PROJECT: ROAD
PERIOD: 8/01/98
PO NO.:
LETTING: 8/06/97
THRU 8/15/98
CITY OF CANNEL
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 1
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0002 EXCAVATION, COMMON 1,395.0000 CYS 3.25000 4,533.75
0010 B BORROW 143.3200 CYS 16.00000 2,293.12
0020 BITUMINOUS SURFACE 11, LV 641.7400 TON 31.00000 19,893.94
0021 BITUMINOUS SURFACE 11, MV 38.3500 TON 31.24000 1,198.05
0023 BITUMINOUS MATERIAL FOR TACK COAT 6.0600 TON 142.05000 860.82
0024 GUARDRAiL, W BEAM, 6FT.31N. SPACING 650.0000 LFT 10.72000 6,974.50
0025 GUARDRAiL END TREATMENT, 1 2.0000 EACH 619.30000 1,238.60
0026 CURB RAMP, CONCRETE 56.7000 SYS 18.58000 1,053.49
0031 BITUMINOUS MIX. FOR APPROACHES, MV .0100 TON 34.25000 .34
0055 PIPE, REINFORCED CONCRETE, 12 IN. 429.4000 LFT 19.74000 8,476.36
0060 PIPE END SECTION, 12 IN. 4~0000 EACH 167.26000 669.04
0072 MANHOLE, ADJUST TO GRADE 1.8300 LFT 264.56000 484.14 ""'
0073 INLET, E7 t.0000 EACH 652.64000 652.64
0075 INLET, jlO 1.0000 EACH 850.89000 850.89
0081 CATCH BASIN, KIO 3.0000 EACH 945.20000 2,835.60
0082 MANHOLE, C4 1.0000 EACH 1,079.15000 1,079.15
0092 CONSTRUCTION SIGN, A I0.00OO EACH 278.68000 2,786.80
0103 CONDUIT, STEEL, GALVANIZED, 2 IN. -1,080.5000 LFT 12.17000 (13,149.69)
0105 TRAFFIC SIGNAL HEAD, 3 FACE, 4.0000 EACH 376.94000 1,507.76
12 iN. RED, AMBER, GREEN
0106 PEDESTRIAN PUSH BUTTON Ai{D SIGN 10.0OOO EACH 130.23OOO 1,302.30
O109 SIGNAL CABLE, 3C 8GA. 61.0000 LFT 2.51000 153.11
0111 SIGNAL CABLE, 5C 14GA. 2,032.0000 LFT 2.06000 4,185.92
0112 SIGNAL CABLE, 11C 14GA. 878.0000 LFT 2.83000 2,484.74
DATE: 8/21/98
CONTRACT: -97525
ESTIMATE:
PROJECT: ROAD
PERIOD: 8/01/98
PO NO.:
LETTING: 8/06/97
THRU 8/~5/~8
CITY OF CANNEL
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 2
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0134 LINE, PAINT, SOLID, WHITE, 4 IN. 29.0000 LET .05000 1.45
0136 TRANSVERSE MARKINGS, THEIi/(OPLASTIC, 91.0000 LET 3.10000 282.10
STOP LINE, 24 IN.
N 0227 30 FT MAST ARM FOR VIDEO ON STEEL IO.0000 E 1,637.50000 16,375.00
STRAIN POLE
0228 VIDEO DETECTION SYSTEM 1.0000 E 47,016.33000 47,016.33
0229 COAX CABLE FOR VIDEO 1,589.0000 L 2.52000 4,004.28
0230 SIGNAL CABLE,3C I{GA. 1,709.0000 L 1.96000 3,349.64
0231 65' MAST ARM SIGNAL POLE. l.O000 E 8,575.78000 8,575.78
.~ 0232 SIGNAL CABLE, 7C 14GA 599.0000 L 3.03000 1,814.97
" 0233 OVERSIZED STREET ~'~'{.~ SIGNS 8.0000 E ~8.81000 390.48
ii &l
.A. X , ,
(MID MAST MOUNT).
N 0238 PEDESTRIAN SIGNAL HEAD lO.O000 E 453.46000 4,534.60
N 0239 SIGNAL. MID MAST MOUNTING ASSEMBLY 12.0000 E 69.61000 835.32
0242 CONCRETE EXCAVATION 4,420.3600 CYS 9.75000 ~.3,098.51
}; 0243 CONCRETE COLLAR FOR FORCE MAIN 1.0000 LSUM 267.00000 267.00
N 02 ~8 TREE REMOVAL 18.0000 EACH I00.00000 l, 800. OO
02~9 MASONRY COATING DEDUCTIONS -.3400 LSUM 3,050.00000 (1,037.00)
N 0250 12' SAWCUTTING 412.0000 LFT 1.58000 650.96
0253 'A' FOUNDATIONS 2.0000 EACH {79.08000 958.16
" 025{ 7' PEDESTALS FOR SiGI{ALS 2.0000 EACH 382.29000 764.58
0255 6' PVC iRRIGATIOIi SLEEVES 1,0~9.2000 LFT 11.62000 12,191.70
DATE: 8/21/98
CONTRACT: -97525
ESTIMATE:
PROJECT: ROAD
PERIOD: 8/01/98
PO NO.:
LETTING: 8/06/97
THRU 811SI98
CITY OF CANNEL
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 3
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
¢16B MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
236,729.52
LIQUIDATED DAMAGES OTHER DEDUCTIONS
PURSUANT TO THE PROVISION AND PENALTIES OF IC 1971 5-11-10 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.
Q___, a
CONTRACTOR DATE
PER PL~S, SPECIFICATIONS, ~U/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 , BASES ON FOREGOING CONDITIONS THIS ESTIMATE (SHOULD) {bHO~LD'NOT])BE DELAYED.
DATE DISTRICT DATE
OPERATIONS SUPPORT DATE
DATE: 8/21/98 CITY OE CARMEL
CONTRACT: -97525 PROGRESS ESTIMATE
ESTIMATE:
PROJECT: STRUCTURE 2
PERIOD: 8/01/98 THRU 8/15/98 CONTRACTOR
PO NO.: MILESTONE CONTRACTORS, L.P.
LETTING: 8/06/97
Pa~e
DAM GEESKiP
AAMERICAM CONSULTING ENGINEERS, INC.
¢16S MILLERSVILLE
INDPLS., IN
ITEM ITEMS OF CONTRACT QUAMTITY UNIT UNIT PRICE EXTENSION
O169 EXCAVATION, WATERWAY -1,863.00OO CYS 5.00000 (9,315.00)
0170 EXCAVATION, FOUNDATION, -.8000 CYS 30.00000 (24.001
UNCLASSiFIED
0171 B BORROW EOR STRUCTURE BACKEILL -9.3000 CYS 30.00000 (279.00)
0172 COMPACTED AGGREGATE FOR BASE, O, -5.2000 TON 20.00000 (10{.00)
SIZE NO. 53
0175 GEOTEXTILES -80.0000 SYS 2.50000 (200.00)
0183 CONCRETE, C, IN SUPERSTRUCTURE 1.2000 CYS 375.00000 ~50.00
0185 CONCRETE, C, RAILING 1.2000 LET 130.00000 156.00
0i89 PIPE, UNDERDRAIN, CORRUGATED ¢1.0000 LET {.00000 16LO0
PLASTIC, PEREORATED, 6 IN.
OBOS COLORED AMD PATTERNED CONCRETE -.2000 SYS 24.00000 (4.80)
DATE: 8/21/98 CITY OF CANNEL
CONTRACT: -97525 PROGRESS ESTIMATE
ESTIMATE:
PROJECT: STRUCTURE 2
PERIOD: 8/01/98 THRU 8/15/98 CONTRACTOR
PO NO.: MILESTONE CONTRACTORS, L.P.
LETTING: 8]06/97
Page 2
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
ITF. I ITEMS O[ CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
(9,156.80)
LIQUIDATED DAMAGES
OTHER DEDUCTIONS
PURSUANT TO THE PROVISION AND PENALTIES OF iC 1971 5-11-10 I HEREBY CERTIFY THAT ,"'HE FOREGOING ACCOUNT IS JUST AND CORRECT, THAT
THE AMOUNT CLAIMED IS LEGALLY DUE, AFTER ALLOWING ALL jUST CREDITS, AND THAT RO PART OF THE SAME HAS BEEN PAID.
CONTRACTOR DATE
PER PLANS, SPECIFICATIONS, AND/OR SPECIAL PROVISIONS, THE FOLLOWING CONDITIONS APPLY ON THIS ESTIMATE.
YES NO , ERECTION OF DETOUR SIGNS YES NO , CURING OF CONCRETE YES NO , MAINTENANCE OF TEMPORARY RUNAROUNDS YES
PREPARATION OF PAYROLLS YES NO , BASED ON FOREGOING CONDITIONS THIS ESTIMATE (SHOULD) [SHOULD NOT) BE DELAYED.
' 'P'OJECT ENGINEER ' 7-" DATE DISTRICT DATE
ERECTION OF BARRICADES
NO ,
OPERATIONS SUPPORT DATE