HomeMy WebLinkAboutCC-08-06-01-01 Hazel Dell PaymtSponsored by: Kevin Kirby
Resolution No. CC-08-06-01-01
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 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.
day
THE CITY OF CARMEL, IANA
(~K'~v~_ i r~~
oven~ ~
ATTEST:
~_f-~fJ.,~E' , 2001.
,2001.
~/es~B'~ainard, Mayor
ATTEST:
Diana L. Cordray, IAM~-Treasurer
CITY OF CARMEL REDEVELOPMENT AUTHORITY
CONSTRUCTION FUND PAYMENT REQUISITION
TO:
Fifth Third Bank of Centrai Indiana, as Trustee
251 North Illinois Street
Suite 1000
Indianapolis, Indiana 46204
Attn: Corporate Trust Department
Date: July 11, 2001
Trust Indenture between City of Camel Redevelopment Authority and Fifth
Third Bank of Central Indiana, as Trustee, dated as of August 1, 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 Carmel Redevelopment Authority as an individual
authorized to execute and present affidavits on the Authority' s behalf relating to
payments from the Construction Fund for 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, from the Construction
Account of the Construction Fund created by Section 3.01 of the Trust Indenture.
Copies of the statements of the respective Payees or other supporting
documentation are also attached hereto.
The obligations set forth in 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 REDEVELOPMENT
AUTHORITY
City Engineer, City of Carmel, Indiana
STATE OF INDIANA
COUNTY OF HAMILTON
SS:
Before me, the undersigned, a Notary Public in and for said County and State, personally
appeared Kate Weese , City Engineer for the City of Carmel, Indiana, who having
been duly sworn upon her oath acknowledged the execution of the foregoing Affidavit for and on
behalf of said Authority.
Witness my hand and Notarial Seal this/;74~day of July, 2000
My Commission Expires:
residing in
Indiana
, Notary Public
PAYEE
EXHIBIT A
PAYMENT REQUISITION NO. 157
AtMOUNT CHARACTER OF EXPENDITURE
DUE
Trotter Construction Co.
5851 E. 34th Street
Indianapolis, IN 46218
$143,852.38
Constructions Costs in connection
with Pennsylvania St.
07/11/01
CONSTRUCTION PROJECT INVOICE
DATE: June 13, 2001
COMPANY NAME:
AND ADDRESS
Trotter Construction, Inc.
5851 E. 34~ Street
Indianapolis, IN 46218
TELEPHONE NO.:
FAX NO.:
COMPANY NAME:
AND ADDRESS
TELEPHONE NO.:
FAX NO.:
(317) 543-0053
(317) 543-3115
Grady Brothers, Inc.
915 S. Somerset Ave.
Indianapolis, IN 46242
(317) 244-3343
(317) 240-5958
RECEIVED
CITY
ENGINEER
PROJECT NAME: Pennsylvania Street Improvements
PROJECT NO.: 97-04
INVOICE NO.: 17
Construction pay items as per Progress Pay Estimate No. 17 as shown on the
attached invoice for work completed between the dates of April 19, 2001 and June 8,
2001.
TOTAL PAY THIS ESTIMATE:
MINUS RETAINAGE:
TOTAL NOW DUE:
Submitted by CrossRoad Engineers, PC
Project Representative - signed name
$143,852.38
$0.00
$143,852.38
Date
Project Representative - printed name
1 of 4
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT ~97-04
PROGRESS PAY ESTIMATE NO. 17
For work done during the period of: 4-t9-2001 through
I Description Quantity titis Total Quanl~/ Unit
Estimate to Dam Rice
I CLEARING RIGHT OF WAY LS 0.80
2 CONCRETE CURB, REMOVE 86.30 LFT 7605.30
3 CATCH BA.SIN, REMOVE 1.00 EA 9.00
4 SURFACE MILLING. BITUMINOUS SY 131.94
5 PIPE, REMOVE LF 849.00
6 EXCAVA~ON, COMMON CY 11724.25
7 BORROW CY 19065.45
8 EXCAVAT!ONI COMMON FOR DITCH GRAD!~ 0.01 LS ! 01
9 TEMP. EROSION & SEDIMENT CONTROL, PE LF 5860,00
10 TEMP. EROSION & SEDIMENT CONTROL, CL EA 1.00
11 TEMP, EROSION & SEDIMENT CONTROL, DR EA
12 TEMP. EROSION & SEDIMENT CONTROL, CL EA 13.00
13 B BORROW FOR STRUCTURE BACKFILL CY 7966,66
14 COMPACTED AGG. FOR SHOULDER, O, SIZE TN
15 COMPACTED AGGREGATE FOR APPR,, O, S 525.41 TN 1607.45
16 COMPACTED AGGREGATE FOR DRIVES, O. TN 418.12
17 HMA BASE, 25.0 mm MAINELINE, D TN
18 HMA BASE, 25.0 mm MAINELINE. C TN
19 HMA BASE, 25.0 mm MAINELINE TN
20 HMA INTERMEDIATE, 19.0 mm MAINELiNE TN
21 HMA SURFACE, 9.5 mm MV, MAiNELINE TN
22 BITUMINOUS MATERIAL FOR TACT COAT SY
23 CURB RAMP, CONCRETE 6.r~ SY 63.34
24 SIDEWALK, CONCRETE 315.60 SY 2873.79
25 SIDEWALK, BITUMINOUS TN
~ 26 CURB, CONCRETE LF 6285.79
: 27 CURB AND GUTTER, COMBINED SO.00 LF 13052.90
28 CENTER CURB, CONCRETE, MODIFIED SY 635,68
29 BITUMINOUS MIXTURE FOR APPROACHES, 93.89 TN 659.87
30 GEOTEXTILES SY 178.11
31 RIPRAP, REVETMENT 18 IN, TN 77.15
~ 32 MOBILIZATION & DEMOBILIZATION FOR SEE 1.00 EA 1.00
33 MULCHED SEEDING, R 3157.00 SY 3157,00
34 SODDING 7680.00 SY 7755.00
35 TREES, REPLANT EA 12.00
36 SANITARY SEWER SERVICE ADJUSTMENT LF 76.00
' 37 PIPE, RCP, 12 IN. 14.00 LF 2680.C0
38 PIPE, RCP, 15 IN. 15.00 LF 561.50
' 39 PIPE, RCP, 18 IN. LF 189.00
40 PIPE, RCP, 21 IN. LF 916.00
, 41 PIPE, RCP, 24 IN LF 1459.50
42 P~PE, RCP, 27 IN. LF 933.50
43 PIPE, RCP. 30 IN. LF 677.00
~ 44 PIPE, RCP, 33 IN. 40.00 LF 1217.00
! 45 PIPE, RCP. 42 IN. LF 28.00
; 46 PIPE, RCP, 54 IN. LF 3450
[ 47 PIPE, GROUP K, 6 IN. 205.00 LF 7702.50
LS $68,796.59
LFT $2.55
EA $60.00
SY $6.65
LF $11.60
CY $8.60
CY $13.18
LS $!6,!26~k~
LF $1.70
EA $66,00
EA $66.00
EA $37.83
CY $14.75
TN $20.53
TN $23.47
TN $32.31
TN $26.43
TN $31.52
TN $26.43
TN $29.13
TN $32.72
SY $0.14
SY $31.46
SY $24,22
TN $37.99
LF $10,68
LF $9.92
SY $73.76
TN $74.45
SY $3.96
TN $21.67
EA $660.00
SY $0.44
SY $2.59
EA $150.00
LF $39.91
LF $24.43
LF $25.64
LF $28,11
LF $38.04
LF $45,08
LF $53,14
LF $54.02
LF $61.11
LF $96.36
LF $98.86
LF $3.28
6-8-2001
Total Pay
this Est~nate
$220.06
$60.00
$227,39
$t2,331.37
$209.52
$7,648.68
$892.80
$6,990.11
$660.00
$11389.08
$19,891.20
$342.02
$384.60
$2,444.40
$672.40
Total Pay
to Date
$55,037.27
$I9,393.52
$540.00
$877,40
$9,848.40
$IC0.828.55
$251.282.63
$16,364.35
$9,962.00
$66.00
$491.79
$117,508,24
$37,726.85
$t3,509.46
$1,992.68
$69,803,19
$67,132.24
$129,484.77
$46,887.76
$49,127.32
$705.32
$1,671.84
$660.00
$1,389.08
$20,085.45
$1.800,00
$3,033.16
$65,472.40
$14,396.86
$5,312.79
$34,844.64
$65,794.26
$49,606.19
$36,571.$4
$74,370.87
$2,698,08
$3,410.67
$25,264.20
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT
PROJECT ~E97-04
PROJECT
2 of 4
PROGRESS PAY ESTIMATE
For work done during the period of:
! 48 PiPE END SECTION, METAL, 12 IN. 2.00 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
NO. 17
4-19-2001 through
2.00 EA $154.86
EA $236.42
EA $378,47
EA $1,744.02
1869.20 LF $10.40
6-.8-2001
S309,72
$309.72
$19,439.68
53 PrPE END SECTION REINSTALL EA EA $75.61
54 AGGREGATE FOR UNDERDRAINS, 8 23.66 CY 443.97 CY $23.10 $546.58 $10,255.71
! 55 GEOTEXTILESFORUNDERDRAIN SY 1524.82 SY $1.10 $1,677.08
56 RING AND COVER, 4 EA 1.00 EA $335.00 $335.00
57 INLET, E7 1.00 EA 5,00 EA $793.88 $793.88 $3,969.40
; 58 PIPE, PLUG EXISTING EA EA $72.25
59 PiPE HOLE IN EXISTING STRUCTURE, PLUG EA 2.00 EA $t45.52 $291.04
60 CASTING, ADJUST TO GRADE 3.00 EA 26.00 EA $235.00 $705.00 $6,1 t 0.00
61 INLET, H5 EA 1.00 EA $1,422.72 $1,422.72
62 MANHOLE, K5 EA 1.00 EA $2,973.40 $2,973,40
63 SANITARY MANHOLE, C4 EA EA $1,986.52
64 MANHOLE. L4 EA 3.00 EA $5,264.01 $15,792,03
65 MANHOLE, L15 EA 1.00 EA $5,285.80 $5,285.80
86 MANHOLE, J15 EA 27.00 EA $2,655.73 $71,704.71
67 INLET, B15 EA 32.00 EA $1,477.88 $47,292.18
68 iNLET, C15 EA 18,00 EA $1,477.88 $26.601.84
69 MANHOLE, J4 1.00 EA 3.00 EA $1,372.03 $1,372.03 $4,116.09
70 CONSTRUCTION DRUM, LEAVE IN PLACE EA EA $65.75
71 BARRICADE, filA EA 13.00 EA $212.10 $2,757.30
72 ROAD CLOSURE SiGN ASSEMBLY 4,00 EA 9.00 EA $477,23 $1,908.92 $4,295.07
73 DETOUR CLOSURE SIGN ASSEMBLY EA EA $37.12
74 CONSTRUCTION SIGN, A EA 25.00 EA $132.56 $3,314.00
75 SIGN, SHEET, ENCAPSULATEDLENSWITH!. 30.36 SFT 30.36 SFT $24.85 $754.48 $754.45
76 SIGN POST. A LF LF $6.62
77 LINE, THERMOPLASTIC. BROKEN WHTTE, 4" LF LF $0,26
! 78 LINE, THERMOPLASTIC, SOLID WHITE. 4" LF LF $0.26
' 79 TRANSVERSE MARKINGS. THERMO. CROSS LF LF $1.41
80 LINE, THERMOPLASTIC, BROKEN YELLOW,, LF LF $0.27
. 81 LINE, THERMOPLASTIC. SOLID YELLOW, 4" LF LF $0.25
82 TRANSVERSE MARKINGS, THERMO. STOP L LF LF $2.85
~ 83 PVMT. MESSAGE MRKNGS, THERMO., LANE EA EA $60.62
84 PVMT. MESSAGE MRKNGS, THERMO., WOR EA EA $87.57
85 SNOWPLOWABLE RAISED PAVEMENT MAR~ EA EA $28.72
86 LINE, THERMOPLASTIC, DOTTED. WHITE, 4~~ LF LF $0.62
; 87 FIELD OFFICE, 550 SQ FT. 2.00 MOS 17.75 MOS $410.00 $620.00 $7,277.50
' 88 MAINTAINING TRAFFIC LS 0.80 LS $30,795.00 $24,638.00
89 CONSTRUCTION ENGINEERING LS 0.80 LS $108,125.00 $86,500.00
90 MOBILIZATION &DEMOBILIZATION LS 0.70 LS $85,650.00 $59,955.00
91 MATERIAL TESTING LS 0,60 LS $27.270.00 $16,362.00
92 TRAFFIC SIGNAL, 12" RYG EA 10.00 EA $444.70 $4,447.00
i 93 TRAFFIC SIGNAL, 12" RY GA EA 4,00 EA $452.84 $I ,811.36
94 TRAFFIC SfGNAL, 12" RYG, YA, GA EA 6.00 EA $706.12 $4,245.72
i 95 PEDESTRIAN SIGNAL, INTERNATIONAL, 12" 8.00 EA 14.00 EA .$459.35 $3,674.80 $6,430.90
~ 96 PEDESTRIAN PUSHBUTTON & SIGN 8.00 EA 14,00 EA $166.02 $1,328.16 $2,324.28
97 HANDHOLE EA 8.00 EA $858.00 $6,864.00
J 98 CONDUIT, 2" 16.00 LF 1662,00 LF $16.82 $269.12 $27,954,84
C:~carmeP, PENNSYLV~oeflrm~-p~,yest.v/o3
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT ~t97-04
PROGRESS PAY ESTIMATE NO. 17
For work done during the period of:
~ 99 TRAFFIC SIGNAL POLE, 40' SIG. ARM, 15' VIE:
~ 100 TRAFFIC SIGNAL POLE, 45' SIG. ARM, 15' VIE
[ 101 TRAFFIC SIGNAL POLE, 75' SIG. ARM. 25' VID
} 102 TRF. SIG. POLE FOUNDATION INCLUDING RE
j 103 POWER CABLE, 2C/8GA
i 104 POWER CABLE, 3C/14GA 40.00
i105 POWER CABLE, 5C/14GA 120.00
F 106 POWER CABLE, 7C/14GA
! 107 POWER CABLE, 11C/14GA
i 106 VIDEO CAMERA CABLE, CX
· ', 109 8 PHASE CONTROLLER W/P CABINET & FOL
L 110 VIDEO DETECTION SYSTEM, COMPLETE
~ 111 ELECTRIC SERVICE
~ 112 REMOVAL OF TRAFFIC SIGNAL EQUIPMENT
i 113 PIPE CATCH BASIN, 12" (UNDISTRIBUTED)
I 114 PIPE, PVC. SCHEDULE40, 8" (UNDISTRIBUTE
! 115 INLET. C5
!116 Manhole, C-4, Drop
117 Reset Existing CMP for Delta Drainage
: 118 Pipe, Type 2, Circular, 18 IN.
L 119 181N. Metal End Sec'don 1.00
i 120 Additional Sanitary Improvements
i 121 Reconst~uctStruct~re87A
122 Reconstrdct Structure to Grade
123 Cost of Sl~Jcture#87B. not installed
124 Delta Light Reloca~on
125 Encase Conduit at St~ucture #124
126 Ped~staIFoundaOon, A 4.00
127 PedistalandBase, 10ft 4.00
128 HMA BASE, 25.0 mm MAINUNE, C
129 HMA BASE, 25,0 mm MAINUNE
: 130 HMA iNTERMEDIATE, 19.0 mm MAINLINE 120.4~
: 131 HMA SURFACE, 9.5 mm MV, MAINLINE 1608.20
! 132 BITUMINOUS MATERIAL FOR TACK COAT 14053.30
~ 133 SIDEWALK, BITUMINOUS 14.24
i 134 INLETS, RELOCATE
, 135 TRAFFIC SIGNAL POLE, 50' SIG, ARM, 25' VIG
! 136 TRAFFIC SIGNAL POLE, 45' SIG. ARM, 25' VIE:
~ 137 TRAFFIC SIGNAL POLE, 40' SIG. ARM, 25'
138 TRAFFIC SIGNAL POLE, 40'SIG. ARM, 20'VIG
139 TRAFFIC SIGNAL POLE. 35' SIG. ARM, 25' VID
140 TRAFFIC SIGNAL POLE, 30' SIG. ARM, 25'VIP
141 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12
142 MODIFICATION TO STORM STRUCTURES
143 MISCELLANEOUS SITE WORK, MILLING/HAU
144 MANHOLE, REMOVE AND REPLACE STRUC1
145 FLOWABLE FILL
146 CORED HOLE IN MANHOLE
147 KEYSTONE RETAINING WALL
148 CEMENT CONCRETE PAVEMENT FOR DRIVE
149 STR, 133AAdditional Costs
4-19-2001
EA
EA
EA
CY
LF 210.00
LF 3634.00
LF 2532.00
LF 405.00
LF 1603.00
LF 2053.00
EA 2,00
EA 2,00
EA 2.00
LS 1.00
EA
LF
EA
EA 1.00
EA 4.00
LF 298.00
EA 2.00
LS 1.00
LS 1.00
LF 33.99
LS 1.00
LS 1.00
LS 1.00
EA 4.00
EA 4.00
TN 5862.44
TN 17170.29
TN 6977.19
TN 1889.18
SY 81538.03
TN 297.32
LS 1.00
EA 2.00
EA 1.00
EA 2.00
EA 1.00
EA 1,00
EA 1.00
EA 8.00
LS 1.00
LS 1.00
EA 1,00
CYS 18.00
EA 1 00
SFT 776.50
SY 9804
LS 1.00
through 6-8-2001
EA $5,88482
EA $6,886.21
EA $13,073.25
CY $407.36
LF $2.66 $558.60
LF $I .92 $76.80 $6,977.28
LF $2.97 $356.40 $7,520.04
LF $2.94 $1,190,70
LF $3.32 $5,321.96
LF $2.96 $6,076.88
EA $13,676.65 $27,353.30
EA $33,259,20 $66.516.40
EA $531.25 $1,062.50
LS $2,181.94 $2.18t .94
EA $425.00
LF $11.55
EA $1,550.00
EA $3,946.00 $3,946.00
EA $400.00 $1,600.00
LF $19.00 $5,662.00
EA $236.42 $236.42 $472.84
LS $52,000.00 $52,000.00
LS $350.00 $350.00
LF $525.00 $17,844.75
LS $1,130.80 $1,130.80
LS $3,694.00 $3,694.00
LS $450.00 $450.00
EA $592.66 $2,310.64 $2,370.64
EA $617.68 $2,470,72 $2,470.72
TN $33.40 $195,805,50
TN $28,31 $486,090.91
TN $31,27 $3,7r~.47 $218,176.73
TN $35.51 $67,107.18 $67,084.78
SY $0.15 $21108.00 $12,230.70
TN $40.17 $~'/2.02 $11,943.34
LS $1,888.24 $1,888,24
EA $14.076.18 $28.152.36
EA $7,383.09 $7,383.09
EA $7,205.85 $14,411.70
EA $7,205.86 $7,205.86
EA $6,653.69 $6,653.69
EA $6.629.49 $6,629.49
EA $1,908.51 $15,268.08
LS Sl ,045,00 $1,045,00
LS $930.00 $930.00
EA $3,200.00 $3,200.00
CYS $50.00 $900.00
EA $375,00 $375.00
SFT $18.13 $14,077.95
SY $42.00 $4,117.68
LS $961.70 $961.70
3 of 4
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT f/97-04
PROGRESS PAY ESTIMATE NO. 17
For work done during the period of:
150 Additional Costs For Sanitan/Sewer !reprovemet
151 STRUCTURE 224A (TIME AN[:) MATERIAL)
152 SIGN. SHEET. ENCAPSULATED LENS WITH L
CONTROLLER PHASE CHANGES
155 RELOCATE UGHTING SERVICE POINT
156 LUMINAIRE, REMOVEAND RELOCATE
LS
LS
SFT
74.50 LFT
1.00 EA
1.00 LS
1.00 LS
4-19-2001 ~rough
1.00 LS $7,755.51
1.00 LS $34,383.78
86.00 SFT $39.16
74.50 LFT $7.53
1.00 EA $420.00
1.00 LS $3,350.49
1.00 LS $3,610.00
6-8-2001
$7,765.51
$34,383.78
$3,367.76
$560.99 $560.99
$420.00 $420.00
$3,350.49 $3,350.49
$3,610.00 $3,610.00
4of4
S143,852.38 $3,256,994,23
1 of 1
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT ~97-04
PROGRESS PAY ESTIMATE NO. t7
For work done during the perrod of: 4-19-2001 ~rough
6o8-2001
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE
$t43,852.38
TOTAL PAY TO DATE
$3,256,994.23
DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE
$197,669.85
DEDUCT PRE~OUS NET PAY ESTIMATES
$2,915,471.99
NET PAY ESTIMATE NO. 17
$143,852.38
CrossRoad Engineers, PC
Inspecting Firm
Contractor
con~/~o;" "
Date
Date
Date