HomeMy WebLinkAboutCC-01-08-01-03 Hazel Dell PaymtSponsored by: Joint Koven
Resolution No. CC-01-08-01-03
A RESOLUTION OF THE COMMON COUNCIL OF THE CITY OF CARMEL,
INDIANA APPROVING PAYMENT OF CONSTRUCTION COSTS FOR HAZEL
DELL & PENNSYLVANIA BOND PROJECT
WHEREAS, pursuant to Article lII, 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
Carreel, lndiana, that the Construction Project Invoices attached hereto as Exhibit A are
hereby approved tbr payment from the Construction Fund described in the above-
referenced Trust Indenture.
PASSED by the Common Council ol'the City of Carmel, h~diana this .~f'~_ clay
of ~J~t~lLffLFLj-,__,2001,byavoteof ~ ayesand C nays
Pr ~&ng Ofhcef
· oven
Robert Battreall
ATTEST: L4-4_)~L ~
Diana L. Cordray, IAMC, Clerk-T/eas rer
Present~ me to t e Mayor of~y o Ca el, Indiana the/0 day of
'~'2001.
J~~d, M~yo~~'~'
ATTEST:
CITY OF CARMEL REDEVELOPMENT AUTHORITY
CONSTRUCTION FUND PAYMENT REQUISITION
TO:
Fifth Third Bank of Central Indiana, as Trustee
251 North Illinois Street
Suite 1000
Indianapolis, Indiana 46204
Attn: Corporate Trust Department
Date:
December 27, 2000
RE:
Trust Indenture between City of Carmel Redevelopment Authority and Fifth
Third Bank of Central Indiana, as Trustee, dated as of August I, 1997 (the
"Trust Indenture")
AFFIDAVIT
STATE OF INDIANA )
)
COUNTY OF HAMILTON )
SS:
The undersigned, having been duly sworn upon her oath, certifies that:
She has been designated by the Carreel Redevelopment Authority as all individual
authorized to execute and present affidavits on the Authority' s behalf relating to
payments ~-om the Construction Fund t;ar items that are not subject to certification by
the architect or engineer, in accordance with Article IV, Section 3.01 (b) of said Trust
Indenture.
The amounts set forth in Exhibit A hereto are requested to be paid to the respective
Payees identified therein for the services or assets described, fi-om the Construction
Account of the Construction Fund created by Section 3.01 of the Trust Indenture
Copies of the statements of the respeclive Payees or other supporting
documentation are also attached hereto
The obligations set tbrth ill Exhibit A have been properly incurred, are proper
charges against the Construction Account, and have not been the basis of any
previous withdrawals from the Construction Account.
CITY OF CARMEL REI)EVEI.OPMENT
AUTFIORITY
"- , ,
City Engineer, Cily ol'('armel, indiana
STATE OF INDIANA
COUNTY OF HAMILTON
SS:
Before me, the undersigned, a Notary Public in and tBr said County and Statel personally
appeared__Kate Weese , City Engineer tbr the City of Carmel, Indiana, who having
been duly sworn upon her oath acknowledged the execution of the tBregoing Affidavit for and on
behalf of said Authority.
Witness my hand and Notarial Scal this ~7 7day of December, 2000
My Commission Expires:
__ .__], .SA~__ trh~,l(_ , Nolary I'ublic
residing in _. ](j~ . County,
Indiana
EXHIBIT A
PAYMENT REQUISITION NO. 136
PAYEE
AMOUNT
DUE
CHARACTER OF EXPENDITURE
Trotter Construction Company
5851 E. 34th Street
Indianapolis, 1N 46218
$128,670.02
Construction services rendered in
connection with Pennsylvania St.
12/27/00
COMPANY NAME:
AND ADDRESS
TELEPHONE NO.:
FAX NO.:
COMPANY NAME:
AND ADDRESS
TELEPHONE NO.:
FAX NO.:
PROJECT NAME:
PROJECT NO,:
INVOICE NO.:
CONSTRUCTION PROJECT INVOICE
Trotter Construction, Inc.
5851 E. 34th Street
Indianapolis, IN 46218
(317) 543-0053
(317) 543-3115
Grady Brothers, inc.
915 S. Somerset Ave.
Indianapolis, IN 46242
(317) 244-3343
(317) 240-5958
Pennsylvania Street Improvements
97-04
14
DATE: December21, 2000
Construction pay items as per Progress Pay Estimate No. 14 as shown on the
attached invoice for work completed between the dates of November 15, 2000 and
December 22, 2000.
TOTAL PAY THIS ESTIMATE:
MINUS RETAINAGE:
TOTAL NOW DUE:
Submitted by CrossRoad Engineers, PC
(-)
$128,670,02
$0.00
$128,670.02
Date
Project Repres~nt~{ive - signed name
Project Representative - printed name
CITY OF CARMEL
1 of 1
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO. 14
For work done during the period of: 11-15-00 through
12-22-00
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE
$128,670.02
TOTAL PAY TO DATE
DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE
DEDUCT PREVIOUS NET PAY ESTIMATES
NET PAY ESTIMATE NO. 14
CrossRoad Engineers, PC
inspecting Firm
ContTactor
Contractor ' I
$2,901,428.19
$197,669.85
$2,575,088.32
$128,670,02
iL- Li-oo
~te
Date
1 of 4
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO. 14
For work done during the period of: 11-15-00 through
12-22-00
!Item Description
:No.
: I CLEAR1NG RiGHT OF WAY
'__2 CONCRETE CURB REMOVE
3 CATCH BASIN REMOVE
5 PIPE. REMOVE
6 EXCAVATION. COMMON
7 BORROW
8 EXCAVATION· COMMON FOR DITCH GRADIN
9 TEMP EROSION & SEDIMENT CONTROL, PE
I 0 TEMP. EROSION & SEDIMENT CONTROL. CU
t 1 TEMP EROSION & SEDIMENT CONTROL. DR
12 TBMP EROSION & SEDIMENT CONTROL. CU
13 B BORROW FOR STRUCTURE BACKFILL
14 1 COMPACTED AGG FOR SHOULDER O. 31ZE
15 ~COMRACTED AGGREGATE ~:OR APPR., O S
16 ICOMPACTEDAGGREGATE FOR DRIVES. O
17 [ HMA BASE, 25 0 mm MAINELINE. D
18 iHMA BASE, 25.0 mm MAINELINE, C
19 1HMA BASE. 25.0 mm MA~NEUNE
20 iHMA INTERMEDIATE· 19 0 mm MAINELINE
21 !HMA SURFACE 95 mm MV MAINELINE
' 2_~B~TUMINOUS MATERIAL FOR TACT COAT 'i
~ 23 ]CURB RAMP CONCRETE
24 SIDEWALK. CONCRETE
: 25 SIDEWALK. BITUMINOUS
: 26 CURB· CONCRETE
· 27 CURB AND GU~',ER. COMBINED
28 jCENTBR CURB, CONCRETE. MODIFIED
32 iMOBIL!ZATTON & DEMOBILIZATION FOR SEE~
Quantity this Total Quantity Unit
Estimate [o Date Pdce
LS
LFT
EA
SY
LF
CY
11.33 CY
LS
LF
EA
EA
EA
CY
TN
TN
36,60i TN
TN
TN
TN
TN
2o,3,!
933,481 sY f
ITN~
71.60i LF
766.301 LF
24.51 ~
SY
TN
57.79 i EA
> SY
0·80 LS
751900 LFT
8,00 EA
!31 94 SY
849,00 LF
· CY
1.00 LS
5860.00 LF
1,00 EA
EA
13.00~ EA
776075[ CY f
1082041 TN t
418,12 TN b
TN ~
TN ~
TN ~
TN
TN
SY
4001 SY
225487 SY
TN
6285 79 LF
12962.90 LF
63568 SY
565 91. TN ~
14811 SY L
57 79 TN i
SY !
Total Pay
this Estimate
Total Pay
ta Date
$68.796.59
$2.55
$60.00
$6.65
$11,60
$8.60
$13.18
$16,126.96
$1.70
$66.00
$66,00
$2053
$2347
$32,31
$26.43
$31.52
526.43
$29.13
$32.72
$0,14
$31 46
$24.22
$3?.99
510.68
5992
$73.76
$74,45
5396
$21 67
5660.00
$0.44
$149.33
$1,182.56!
$640-53I
$22,608.89 ]
$763.62!
$7,601.76~
$1,807.86
$19,210.33
$586,52
$1,252.31
S55.037.27
$19.t7345
$480,00
587740
$9.84840
$100,544.75
$251,282.63
$16,126,96
$9.962.00
$66,00
$491.79
$114471,06
$25395.48
513.509.46
$1,258.71
$54612 95!
$67.132,24
$~28591.97
$46,88776
$42.13721
$586.52
5125231
34 JSqDg~SN_G_
I SY 7500~ SY ! 8259
35 iTREES REPLANT
' 36 iSANITARY SEWER SERVICE ADJUSTMENT
, ~Z. LPIPE, RCP, 12 IN.
: 38 ~PtPE. RCP. 15 fi'J,
39 iPlPE, RCP 18iN
40 iPIPE RCP21 IN
41 {PIPE RCP 24 IN 15.00 LF
' 42 !PIPE, RCP 27 IN I LF
~ 43 !PlPERCP, 30iN LF
~ 45 PIPE, RCP 42 IN L LF 28.00~ LF $9636
: 47 IPIPEGROUFK, 61N, ~ ~ ~Z~0~ LF ~
76.001LF ~
255oo6i I
546,50i LE
18900i LF
916.00! LF
1268 50f LF I
933 50~ LF ,
677oo! I
515000
$09.91
$24.43
$25.64
$3804
$4508 $676.20
$53.14
$5402
S64,739.50
$14.01226
$3484464
$57,18398
$49.60619
S36.5~
S68076.54
52.698.o~8'i
$24,591.8o
2of4
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE
For work done during the period of: 11-15-00
48 PIPE END SECTION, METAL, 12 IN. EA
49 PiPE END SECTION. METAL, 21 IN. EA
50 PIPE END SECTION METAL, 33 IN. EA
51 PiPE END SECTION. METAL, 53 IN. EA
52 PIPE, PVC, 6 IN., SCHEDULE 40 LF 186920
53 PiPE END SECTION REINSTALL EA
54 AGGREGATE FOR UNDERDRAINS, 8 CY 420.3t
55 IGEOTEXTILES FOR UNDERDRAIN SY 1524.62
56 !RING AND COVER, 4 EA
:57 HNLET. E7 1.00 EA 3.00
;58/P~PE, PLUG EXISTING EA
59 ~PIPEHOLEINEXISTINGSTRUCTURE, PLUG EA 2.00
: 60 CASTING, ADJUST TO GRADE 5.00 EA 1300
61 INLET, H5 EA 1,00
62 MANHOLE, K5 EA 1 O0
63 SANITARY MANHOLE. C4 EA
$4 MANHOLE, L4 EA :000°
: 65MANHOLE. L15 EA
, 68 . EA 1800
L69 ~MANHOLE, J4 EA 2.00
7O ] DRUM LEAVE ~N PLACE
71 B EA ! 1300
72 fROAD CLOSURE SIGN ASSEMBLY EAf 500
: 7.~_~DETOUR CLOSURE SIGN ASSEMBLY EA
' 74 ~CONSTRUCTION SIGN, A ~ 25.00
75 rStGN SHEET, ENCAPSUI.~TED LENS WITH [ SFT
75 ISIGN POST, A LF
i . SOLID WHITE, 4'* LF
79 !TRANSVERSE MARKINGS. THERMO. CROSS LF
80 !LINE, THERMOPLASTIC, BROKEN YELLOW. , LF
LF
61 ~LINE. THERMOPLASTfC. SCUD YELLOW. 4"
.
8~' ,TF~;qSV~'R~E ~RKINGS THERMO. STOP L
83 !PVMT. MESSAGE MRKNGS, THERMO, LANE , EA
s4 rPVMT MESSAGE MRKNGS, THERMO,. WOR ~ EA
NO. 14
through 12-22-00
EA $154.86
EA $236,42
EA $378.47
EA 51.744.02
LF $r0.40
EA $75.61
CY $23.10
SY $1.10
EA $335.00
EA $793.88 $793.88
EA $72.25
EA $145.52
EA $235.00 $1,175.00
EA $1,422,72
EA $2.973.40
EA $1.986.52
EA $5.26401
EA $5,285.80
EA $2655 73
EA $1,477,88
EA $1.477.86
EA $1.372.03
EA 565.75
EA $21210
EA $477.23
EA $37.12
EA $132.56
~ SFT S2485
/ LF $6.62
I LF $026
i LF $026
[ LF $1.4~
~ LF 8027
,LL~F 80.25 _
52.85 ,
I EA 560.62 ~
! EA $87.57 ~
8~ 1SNOWPLOWABLE RAISED PAVEMENT MAR'
86 [LINE THERMOPLASTIC. DOTTED. WHITE. 4" ! LF ~ LF ~ $0.62
87 ~F~ELDOFFICE, 550SQFT. 1.00IMOS 1275~MOS~ $410,00
88 [MAINTAINING TRAFFIC i LS 0.80~ LS $30.795 00
89 ~CONSTRUCTION ENGINEERING I~ LS 0.80i LS S108,t25.00
~T[~lO~i,~T~O~& DEMOBILIZATION ~ LS 0 70~ US 585,650,00
91 IMATERIALTESTING 020~ LS 060~ LS 527270.00
92 !TRAFFIC SIGNAL 12" RYG 3.00 ! EA 3 001 EA $444 70
'3 iTRAFFCSIGNAL, 12"RYGA ~ :1-16~,~ ~ EA $452.84
' ~Z ~i~ S'~N~I~G YA GA 3.00: EA 3.00 EA 870812
, 8166.02
$19.439.68
$9,709.16
$1 67708
$2.381.64
$291,04
$3,05500
$1,422.72
$2.973.40
$15.792,03
$5,285,80
569.048.98
$47,292.16
$26,601.84
$2,744.06
S275730
$238615
$3.314.00
....... '~_j~ 828 72 t
! EA
$410.00
$5,454,00
$1,334.10
$5,227,50
$24,636.00
$86,500,00 I
$59.955.00
$16.36200
$1 33410
$2.124.36
i $6.864,00
$555.06 $27,685.72
CITY OF CARMEL
3of4
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
99
100
101
102
103
~o4
105
106
107
108
109
110
111
!12
113
~14
115
116
POWER CABLE. 2C/BGA
POWER CABLE. 3C/I 4CA
POWER CABLE 5C,'14GA
POWER CABLE, 7C/14GA
POWER CABLE, 11 C114GA
VIDEO CAMERA CABLE, CX
8 PHASE CONTROLLER W/P CABINET & FOL
VIDEO DETECTION SYSTEM. COMPLETE
ELECTRIC SERVICE EQUIPMENT
REMOVAL OF TRAFFIC SIGNAL
INLET C5
Manhole C4 Drop
Reset Existing CMP for Detta Drainage
PROGRESS PAY
For work done during the period of:
TRAFFIC SIGNAL POLE. 40' SIG, ARM. 15' VIC
TRAFFIC SIGNAL POLE, 45' SIG, ARM, 15' VID
TRAFFIC S~GNAL POLE. 75' SIG ARM, 25' VID
TRF. SIG POLE FOUNDATION INCLUDING RE
210.00
: 118 ~ P pe Type 2. Circular. 18 IN.
119 i 18 IN, Metai End Secbon
, 120 ]Additional Sanitary Improvements
~21 IRecons~TuctSbructure87A
122 !Reconstruct Structure to Grade
' 123 i Cost of Structure f-87B, not installed
[_124 ]Delta Light Retocat~on
: 125 iEncase Conduit at Structure ~124
! 26 pedistal Foundation, A
127 pedistal and Base, 10 ~.
$28 . HMA BABE. 250 m;~ MAINLINE. C
129 ~HMA BASE. 250 mm MAINLINE
!30 iHMA INTERMEDIATE. 19.0 mm MAINLINE
131 tHMA SURFACE, 9.5 mm MV. MAINLINE
!_32__~LT_UMINOUS MATERIAL FOR TACK COAT
~33 3SIDEWALK. BITUMINOUS
! 34 ]INLETS. RELOCATE
' 35 ! TRAFFIC SIGNAL POLE. 50' SIC. ARM, 25' VII~
~ 36 ~ TRAFFIC SIGNAL POLE. 45' SIC. ARM. 25'
ESTIMATE NO. 14
11-15-00
EA
EA
EA .
cY I
LF 2t0.00
LF 3126.00
LF 1523.00
LF
LF 160300
LF 160300
EA 200
EA
1.00 EA 1 00
LS
EA
LF
EA
EA 1 00 q
EA
LF 298.00 ~
EA
LS 1.00
i LS ' 100
4]0 i LF 23 05
~ LS 1.00
~_ 100!
LS t 00
EA
EA
17.19 TN 5662.44
60.40 TN 1717029
94.13 TN 6856 74~
SY 67
, TN 28308[
! LS 1 00 ~
! EA
~.ool EA ~oo!
L00i EA 100i
through
EA $5,884,82
EA $6,886.21
EA $13,073.25
CY $407.36
LF $2.66
LF $1 92
LF $2.97
LF $2.94
LF $3 32
LF $2.96
EA $13,676.65
EA $33,259.20
EA ! $53125
LS $2.181,94
EA $425.00
LF I $11.55
EA $1,550.00
EA ] S3,946.00
EA ! $400.00
LF ~ $19.00
EA i $236,42
LS $52,000.00
LS $350.00
LF $525.00
LS $1,130.80
LS $3.694,00
LS T S45000
EA $592.66
EA [ $617.68
!_' _ $33.40
$28 31
[ $31.27
TN ~ $35,51
SY T $015
TN ~ $40.17
EA [ S7,383.09
EA [ $7.205.85
EA $7.205.86
EA $6 653.69
139 ~T~P~SFFIC SIGNAL POLE, 35' SIG. ARM, 25' VI
....' ' · '81 ! _.1.001 EA$6.629.49
:42 EMOD~FICATIONTOSTORMSTRUCTURES [ ] LS 1001 LS $1045.00
'4~ ]MISCELLANEOUS o TE WORK MILL NGIHAUJ I LS ' 00~ LS $930 00
12-22-00
$658.60 $558.60
$6.001.92
$4523.31
$5.321.96
$4.744.88
$2735330
$531.25 $531 25
S3.94600
$1.600.00
$5.662.00
I$52.000.00
$350.00
$2,362,50 ' 512.10125
$113080
$3.69400
$45000
$57~..16 ! $195.805 50
, . $214.410.26
$9,977.60 i $9.97760
, $10,12271
$1137132
I 5t 888.24
$6~653.69 ' $6,653.69
$6,629.49 $6.629.49
($5,725.53) $15.268.08
$1.045.00
$930 00
$3200.00
8375,00
$14,077,95 $14077.95
$4,fi7.68, $4317.68
$961,70 $961 70
4 of 4
CITY OF CARMEL
PENNSYLVANIA STREETIMPROVEMENTPROJECT
PROJECT#97-04
PROGRESS PAY ESTIMATE NO. 14
For work done during the period of: t1-15-00 through 12-22-00
150 Additional Costs For Sanitary Sewer ~mprovemer 1.00 LS 1.00 LS $7,765 51 $7,765.51
$7.765.51
$128.070,02 I $2,901,428.19