HomeMy WebLinkAboutCC-05-07-01-01 Hazel Dell PaymtSponsored by: Norm Rundie
Resolution No. CC-05-07-01-01
A RESOLUTION OF THE COMMON COUNCIL OF THE CITY OF CARMEL,
IND1ANA APPROV1NG PAYMENT OF CONSTRUCTION COSTS FOR HAZEL
DELL & PENNSYLVAN1A 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 material s furni shed;
WHEREAS, American Consulting Engineers, lnc., 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.
nf~ggOfficer
Norm Rundie
Ro~rt Batireall
a fCarmel, lndiana the ~day of
Dia
Cordray, IAMC, Clerk-Tr, urer
Approved by.me, Mayor of the City o Ca el, I d a a, thin ~ day of
~T~ ,2001.
Ja~ard, Mayo{~
Diana L. Cordray, IAMC, Cl~~'reasurer
TO:
CITY OF CARMEL REDEVELOPMENT AUTHORITY
CONSTRUCTION FUND PAYMENT REQUISITION
Fifth Third Bank of Central Indiana, as Trustee
251 North Illinois Street
Suite 1000
Indianapolis, Indiana 46204
Attn: Corporate Trust Department
Date: April 20, 2001
Trust Indenture between City of Carmel 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 Carreel 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 tbr 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 Carreel, 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 ~ day of April, 2000
My Commission Expires:
Notary Public
residing in I-la..-,,. \-~,,~ County,
Indiana
PAYEE
Trotter Construction, Inc.
5851 E. 34th Street
Indianapolis, IN 46218
EXHIBIT A
PAYMENT REQUISITION NO. 149
AMOUNT CHARACTER OF EXPENDITURE
DUE
$92,631.87
Construction costs in connection
with Pennsylvania St.
04120/01
CONSTRUCTION PROJECT INVOICE
DATE: April 19, 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
PROJECT NAME: Pennsylvania Street Improvements
PROJECT NO.: 97-04
INVOICE NO.: 16
Construction pay items as per Progress Pay Estimate No. 16 as shown on the
attached invoice for work completed between the dates of February 16, 2001 and April
18, 2001.
TOTAL PAY THIS ESTIMATE:
MINUS RETAINAGE: ( - )
TOTAL NOW DUE:
Submitted by CrossRoad Engineers, PC
P ojeCt R~p esentative - signed name
r r
$92,631.87
$0.00
$92,631.87
Date
Project Representative - printed name
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO. 16
For work done during the period of: 2-16-01 through
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE
TOTAL PAY TO DATE
DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE
DEDUCT PREVIOUS NET PAY ESTIMATES
4-184)1
NET PAY ESTIMATE NO. 16
CrossRoad Engineers, PC
inspecting Firm
Conf factor
Conb'acto
$92,631.87
$3,1t3,141.84
$197,669.85
$2,822,840.12
$92,631.87
Dat~
By Date
I ofl
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
~tem
No, *
PROGRESS PAY ESTIMATE NO. 16
For work done during the period of: 2-16-01 through
4-18-01
4
Descdp6en Quantity this Total Quanf~ Un~ To~al Pay
~ to Date Pdce ~is Estimate
CLEARING RIGHT OF WAY
CONCRETE CURB, REMOVE
CATCH BASIN, REMOVE
SURFACE MILUNG. BITUMINOUS
PIPE, REMOVE
EXCAVATION, COMMON
BORROW
EXCAVATION, COMMON FOR DITCH GRADII~
TEMP. EROSION & SEDIMENT CONTROL, PE
~ I 0 TEMP. EROSION & SEDIMENT CONTROL, CL,
t 11 TEMP. EROSiON & SEDIMENTCOHTROL, DIi
12 TEMP. EROSION & SEDIMENT CONTROL, CL
13 B BORROW FOR STRUCTURE BACKFILL
14 COMPACTED AGG. FOR SHOULDER, O, SIZE
15 COMPACTED AGGREGATE FOR APPR., O, S
16 COMPACTED AGGREGATE FOR DRIVES, O,
17 HMA BASE, 25.0 mm MAINELINE, D
18 HMA BASE, 25.0 mm MAINELINE, C
19 HMA BASE, 25.0 mm MAINELINE
20 HMA INTERMEDIATE, 19.0 mm MAINELINE
21 HMA SURFACE, 9.5 mm MV, MAINELINE
22 BITUMINOUS MATERIAL FOR TACT COAT
23 CURB RAMP, CONCRETE
24 SIDEWALK, CONCRETE
25 SIDEWALK, BITUMINOUS
26 CURB, CONCRETE
27 CURB AND GUr I I:R, COMBINED
28 CENTER CURB, CONCRETE, MODIFIED
29 BITUMINOUS MIXTURE FOR APPROACHES,
30 GEOTEXTILES
31 RIPRAP, REVETMENT 18 IN.
32 MOBILIZATION & DEMOBILIZATION FOR SEE
33 MULCHED SEEDING, R
34 SODDING
35 TREES, REPLANT
36 SANITARY SEWER SERVICE ADJUSTMENT
37 PIPE, RCP, 12 IN.
38 PIPE, RCP, 15 IN.
39 PIPE, RCP, 18 IN.
40 PIPE, RCP, 21 IN.
16.67
144.12
LS 0.80 LS $68,796.59
LFT 7519.00 LFT $2.55
BA 8.00 BA $60.00
SY 131.94 SY $6.65
LF 849.00 LF $11.60
CY 11724.2`5 CY $6.60
CY 19065.45 CY $13.18
LS 1.00 LS $16,126.96
LF 5860.00 LF $1.70
BA 1.00 BA $66.00
EA BA $66.00
BA 13.00 BA $37.83
CY 7966.66 CY $14.75
TN TN $20.53
TN 1082.04 TN $23.47
TN 418.12 TN $`32.31
TN TN $26,43
TN TN $.31.52
TN TN $26.43
TN TN $29.13
TN TN $32.72
SY SY $0.14
SY 56.68 SY $31.46
SY 2557.99 SY $2422
TN TN $37.99
LF 6285.79 LF $10.68
LF 12962.90 LF $9.92
SY 635.68 SY $73.76
TN 565.98 TN $74.45
SY 178.11 SY $`3,96
TN 77.15 TN $21.67
EA BA $660.00
SY SY $0.44
SY 75.00 SY $2.59
BA 12.00 EA $150.00
LF 76.00 LF $39.91
LF 2666.00 LF $24.43
LF 546.50 LF $25.64
LF 189.00 LF $28.11
LF 916.00 LF $38.04
LF 1459.50 LF $45.08
LF 933,50 LF $53.14
LF 677.00 LF $54.02
LF 1177.00 LF $61.11
LF 28.00 LF $96.36
LF 34.50 LF $98.86
LF 7497.50 LF $3.28
41 PIPE, RCP, 24 IN.
42 PIPE, RCP, 27 IN.
43 PIPE, RCP, 30 IN.
44 PIPE, RCP, 33 IN.
~ 45 PIPE, RCP. 42 IN.
46 PIPE, RCP, 54 IN.
47 P1PE, GROUP K, 6 IN.
$524.44
$3,490.59
$390,88
lof4
ToY Pay
to Date
$55,037.27
$19,173.45
$480.00
$877.40
$9,848.40
$100,828.55
$251,282.63
$16,126.96
$9,962.00
$491.79
$117,508.24
$25,395.48
$13,509.46
$1,783.15
$61,954.52
$67,132.24
$128,591.97
$48,887.76
$42,137.21
$705.32
$1,671.84
$194.25
$1,800.00
$3,033.16
$65,130.38
$14,012.26
$5,312.79
$34,844.64
$65,794.26
$49,606.19
$36,571.54
$71,926.47
$2,698.08
$3,410.67
$24,591.80
CITY OFCARMEL
PENNSYLVAN~STREETIMPROVEMENT PROJECT
PROJECTf ffiT-04
2of4
PROGRESS PAY
For work done dudrig ~e period of:
48 PIPE END SECTION, METAL, 12 IN, EA
49 PIPE END SECTION, METAL, 21 IN. EA
50 RPE END SECTION, METAL, 33 IN, EA
51 PIPE END SECTION, METAL, 53 IN. EA
52 PIPE, PVC, 6 IN., SCHEDULE 40 LF
53 PIPE END SECTION REINSTALL EA
54 AGGREGATE FOR UNDERDRAINS, 8 CY
55 GEOTEXTILES FOR UNDERDRAIN SY
56 RING AND COVER, 4 1.00 EA
57 INLET, E7 1.00 EA
58 PIPE, PLUG EXISTING EA
59 PIPE HOLE IN EXISTING STRUCTURE, PLUG EA
60 CASTING, ADJUST TO GRADE 8.00 EA
EA
EA
EA
EA
EA
EA
61 INLET, H5
62 MANHOLE, K5
63 SANITARY MANHOLE, C4
64 MANHOLE, L4
65 MANHOLE, L15
66 MANHOLE, J15
67 INLET, B15
68 INLET, C15
69 MANHOLE, J4
70 CONSTRUCTION DRUM, LEAVE IN PLACE
71 BARRICADE, IlIA
72 ROAD CLOSURE SIGN ASSEMBLY
73 DETOUR CLOSURE SIGN ASSEMBLY
74 CONSTRUCTION SIGN, A
75 SIGN, SHEET, ENCAPSULATED LENS WITH I.
76 SIGN POST, A
77 LINE, THERMOPLASTIC, BROKEN WHITE, 4"
78 UNE, THERMOPLASTIC, SOLID WHITE. 4"
79 TRANSVERSE MARKINGS, THERMO. CROSS
80 UNE, THERMOPLASTIC, BROKEN YELLOW, ~
I 81 LINE, THERMOPLASTIC, SOLID YELLOW, 4"
L82 TRANSVERSE MARKINGS, THERMO. STOP L
83 PVMT. MESSAGE MRKNGS, THERMO., LANE
84 PVMT. MESSAGE MRKNGS, THERMO., WOR
85 SNOWPLOWABLE RAISED PAVEMENT MARt
86 LINE, THERMOPLASTIC, DOTrED, WHITE, 4"~
87 FIELD OFFICE, 550 SQ FT.
88 MAINTAINING TRAFFIC
89 CONSTRUCTION ENGINEERING
90 MOBILIZATION & DEMOBILIZATION
91 MATERIAL TESTING
S2 TRAFFIC SIGNAL, 12" RYG
; 93 TRAFFIC SIGNAL, 12"RYGA
q, 94 TRAFFIC SIGNAL, 12" RYG, YA, GA
95 PEDESTRIAN SIGNAL, INTERNATIONAL, 12"
96 PEDESTRIAN PUSHBUTrON & SIGN
97 HANDHOLE
98 CONDUIT, 2'
EA
EA
EA
EA
EA
EA
EA
EA
SFT
LF
LF
LF
LF
LF
LF
LF
EA
EA
EA
LF
2.00 MOS
LS
LS
LS
LS
-2.00 EA
EA
-2.00 EA
EA
EA
EA
LF
ESTIMATE NO. 16
2-16-01 through 4-18-01
EA $154.86
EA $236.42
EA $378.47
EA $1,744.02
186920 LF $10.40 $19,439.68
EA $75.61
420.31 CY $23.10 .$9,709.16
1524.62 SY $1.1D $1,677.08
1.00 EA $335.00 $335.00 $335.00
4.00 EA $793.88 $793.88 $3,175.52
EA $7225
2.00 EA $145.52 $291.04
23.00 EA $235.00 $1,880.00 $5,405.00
1.00 EA $1,422.72 $1,422.72
1.00 EA $2,973.40 $2,973.40
EA $1,986.52
3.00 EA $5.264.01 $15,792.03
1,00 EA $5,285.80 $5285.80
27.00 EA $2,655.73 $71,704.71
32.00 EA $1,477.88 $47,292.16
18.00 EA $1,477.88 $26,601.84
2.00 EA $1,372.03 $2,744.06
EA $65.75
13.00 EA $212.10 $2,757.30
5.00 EA $477.23 $2,386.15
EA $37.12
25.00 EA $132.56 $3,314.00
SFT $24.85
LF $6.62
LF $0.26
LF $0_'~
LF $1.41
LF $0.27
LF $0.25
LF $2.85
EA $60.62
EA $87.57
EA $28.72
LF $0.62
15.75 MOS $410.00 $620.00 $6,457.50
0.80 LS $30,795.00 $24,636.00
0.80 LS $108,125.00 $86,500.00
0.70 LS $65,650.00 $59,955.00
0.60 LS $27,270.00 $16,362.09
10.00 EA $444.70 ($889.40) $4,447.00
4.00 EA $452.84 $1,811.36
6.00 EA $708.12 ($1,416.24) $4,248.72
6.00 EA $459.35 $2,756.10
6.00 EA $166.02 $996.12
8.00 EA $858.00 $6,864.00
1648.00 LF $16.82 $27,685.72
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT ~97-04
PROGRESS PAY ESTIMATE NO. 16
For work done during the period of: 2-16-01
99 TRAFFIC SIGNAL POLE, 40' BIG. ARM, 15' VIr~ EA
100 TRAFFICSIGNALPOLE, 45'SIG. ARM, 15'VIE EA
101 'TRAFFIC SIGNAL POLE, 75'SIG. ARM, 25'VIE F_A
102 TRF, BIG. POLE FOUNDATION INCLUDING RE CY
103 POWER CABLE, 2C/8GA LF 210.00
104 POWER CABLE, 3C/14GA 05.00 LF 3594.00
105 POWER CABLE, 5C/14GA ~8.00 LF 2412.00
106 POWER CABLE, 7C/14GA 70.00 LF 405.00
107 POWER CABLE, 11CI14GA LF 1603.00
108 VIDEO CAMERA CABLE, CX 65.00 LF 2053.00
109 8 PHASE CONTROLLER W/P CABINET & FOL EA 2.00
110 VIDEO DT=/b. CT1ON SYSTEM, COMPLETE 2.00 EA 2.00
111 ELECTRIC SERVICE EA 2.00
112 REMOVAL OF TRAFFIC SIGNAL EQUIPMENT 1.00 LS 1.00
113 PiPE CATCH BASIN, 12" (UNDISTRIBUTED) EA
114 PIPE, PVC, SCHEDULE 40, 8" (UNDISTRIBUTE LF
115 INLET, C5 EA
~116 Manhole, C~, Drop EA 1.00
117 Reset E3i~s~ng CMP for Delta Drainage EA 4.00
118 Pipe, Type2, Circ~Jlar, 18 IN. LF 298.00
119 181N. Metal End Secljon 1,00 EA 1.00
120 Addffional Sanitary Improvements LS 1
121 Reconsffidct Structure 87A LS 1.00
122 Recons~uct Structure to Grade 10.94 LF 33.99
123 Cost of Structure #87B, not installed LS 1.00
124 DdtaLightRdocation LS 1.00
125 Encase Conduit at Sffucture #124 LS 1.00
126 Pe(rlstaiFounda6on, A EA
127 PedistalandBase,_10ft. EA
128 HMA BASE, 25.0 mm MAINLINE, C TN 5862.44
129 HMA EASE, 25.0 mm MAINLINE TN 17170,29
130 HMA INTERMEDIATE, 19.0 mm MAINLINE TN 6856.74
131 HMA SURFACE, 9.5 mm MV, MAINLINE 'IN 280.98
132 BITUMINOUS MATERIAL FOR TACK COAT SY 67484.73
133 SIDEWALK, BITUMINOUS TN 283.08
134 INLETS, RELOCATE LS 1,00
135 TRAFFtC SIGNAL POLE, 50'SIG. ARM, 25'VIE EA 2.00
136 TRAFFIC SIGNAL POLE, 45' BIG. ARM, 25' VIC 1 .IX) EA 1.00
137 TRAFFIC SIGNAL POLE, 40' BIG. ARM, 25' VIC 1.00 EA 2.00
138 TRAFFIC SIGNAL POLE, 40'SIG. ARM, 20'VIC EA 1.00
139 TRAFFIC SIGNAL POLE, 35'SIG. ARM, 25'VIC EA 1.00
140 TRAFFIC SIGNAL POLE, 30' BIG. ARM, 25' VIE -1.00 EA 1.00
141 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 I EA 8.00
142 MODIFICATION TO STORM STRUCTURES LS 1.00
143 MISCELLANEOUS SITE WORK, MILLINGIHAU LS 1.00
144 MANHOLE, REMOVE AND REPLACE STRUC'I EA 1.00
145 FLOWARLEFILL CYS 18.00
146 CORED HOLE IN MANHOLE EA 1.00
147 KEYSTONE RETAINING WALL SFT 776.50
148 CEMENT CONCRETE PAVEMENT FOR DRIVE SY 98.04
149 STR. 133A Additional Costs LS 1,00
through 4-18-01
EA $5,884.82
EA $6,886.21
EA $13,073.25
CY $407.36
LF $2.66 $558.60
LF $1.92 $124.80 $6,900.48
LF $2.97 $172.26 $7,163.64
LF $2.94 $205.80 $1,190.70
LF $3.32 $5,321.96
LF $2,96 $192,40 $6,076.88
EA $13,676.65 $27,353.30
EA $33,259.20 $86,$18.40 $66,518.40
EA $531.25 $1,062.50
LS $2,181.94 $2,181.04 $2,181.94
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),2 $236.~.2
LS $52,000.00 $52,000.00
LS $350.00 $350.00
LF $525.00 $8,743.50 $17,844.75
LB $1,130.80 $1,130.80
LS $3,694.00 $3,694.00
LS $450.00 $450.00
EA $592.66
EA $617.68
TN $33,40 $195,805.50
TN $28.31 $486,090.91
TN $31.27 $214,41026
TN $35.51 $9,977.60
SY $0.15 $10,122.71
TN $40.17 $11,371.32
LS $1,888.24 $1,888.24
EA $14,076.18 $28,152.36
EA $7,383.09 $7,383.09 $7,383.09
EA $7,205,85 $7,208.88 $14,411.70
EA $7,205.86 $7,205.86
EA $6,653.69 $6,653.69
EA $6,629.49 ($6,629.49) $6,629.49
EA $1,908.51 $15,268.08
LB $1,045.00 $1,045.00
LS $930.00 $930.00
EA $3,200.00 $3,200.00
CYS $50.00 $900.00
EA $375.00 $376.00
SFT $18,13 $14,077.95
SY $42.00 $4,117.88
LS $961.70 $961.70
3of4
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO. 16
For work done during the period of:
150 Addilional Costs Fo~ Sanitaff Sewer Improvemer LS
151 STRUCTURE 224A (TIME AND MATERIAL) LS
152 'SIGN, SHEET, ENCAPSULATED LENS WITH ~. 8~.00 SFT
153 SIGN POST, B LFT
2-16-01 through 4-18-01
1.00 LS $7,765.51
1.00 LS $34,383.76
86.00 SFT $39.16
LFT $7.53
$3,367.76
$7,765.51
$34,383.78
$3,367.76
4of4
S92,631.87 $3,1'13,141.84