HomeMy WebLinkAboutCC-12-03-01-02 Hazel Dell PaymentsSponsored by: Norm Rundie
RESOLUTION NO. CC-12-03-01-02
A RESOLUTION OF THE COMMON COUNCIL OF THE CITY OF CARIV[EL,
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 l, 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, 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.
'7-- '
COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA
d g Officer
R d E. Carter
ATTEST:
Diana L. Cordray, IAMC,~reasurcr
2001.
~~ray, IAMC, lerk- reasurer
Approx~ed by me, Mayor of the City of Carmel, Indiana, this y of
Z~,~a ;Z~ ,2001.
J ard, Mayor
of
ATTEST:
Diana L. Cordray, IA/Vl~-Treasurer
Prepared By:
M. Kate Weese
City Engineer
CITY OF CARMEL
CITY OF CARMEL REDEVELOPMENT AUTHORITY
CONSTRUCTION FUND PAYMENT REQUISITION
TO:
Fifth Third Bank of Central Indiana, as Trustee
251 Noah Illinois Street
Suite 1000
Indianapolis, Indiana 46204
Attn: Corporate Trust Department
Date: November 20, 2001
Trust Indenture between City of Cannel Redevelopment Authority and Fifth
Third Bank of Central Indiana, as Trustee, dated as of August 1, 1997 (the
"Trust Indenture")
~FDA~T
STATE OF INDIANA )
)
COUNTY OF HAMILTON )
SS:
The undersigned, having been duly sworn upon her oath, certifies that:
She has been designated by the Cannel 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 '.~/'~c~ay of November, 2001
My Commission Expires:
,,, ~,
Notary Public
County,
EXHIBIT A
PAYMENT REQUISITION NO. 164
PAYEE AMOUNT
DUE
CHARACTER OF EXPENDITURE
1. Trotter Construction Co.
5851 E. 34th Street
Indianapolis, 1N 46218
$275,000.00'
Construction costs in connection
with Pennsylvania Street
* The Engineering Department has been advised by the Legal Department to release this amountforpayment at
this time. The remainder of Project Pay Estimate No. 19 is being retained until the City has resolved its
liquidated damages and asphalt claims against the Payee and the Payee provides evidence to the City that it
has paid its subcontractors on the Construction Project.
11/21/01
CONSTRUCTION PROJECT INVOICE
COMPANY NAME:
AND ADDRESS
Trotter Construction, Inc.
5851 E. 34th Street
Indianapolis, IN 46218
TELEPHONE NO.: (317) 543-0053
FAX NO.: (317) 543-3115
COMPANY NAME:
AND ADDRESS
Grady Brothers, Inc.
915 S. Somerset Ave.
Indianapolis, IN 46242
TELEPHONE NO.: (317) 244-3343
FAX NO.: (317) 240-5958
PROJECT NAME: Pennsylvania Street Improvements
PROJECT NO.: 97-04
INVOICE NO.: 19
Construction pay items as per Progress Pay Estimate No. 19 as shown on the
attached invoice for work completed between the dates of July 16, 2001 and
September 30, 2001.
TOTAL PAY THIS ESTIMATE:
MINUS RETAINAGE:
TOTAL NOW DUE:
(-)
$345,420.12
$0.00
$345,420.12
Submitted by CrossRoad Engineers, PC
Project Representative - signed name
DATE: October 15, 2001
Date
Project Representative - printed name
CITY OF CARMEL
lofl
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO. 19
For work done during the period of: 7-16-2001 through
9-30-2001
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE
$345,420.12
TOTAL PAY TO DATE
$3,853,449.55
DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE
$197,669.85
DEDUCT PREVIOUS NET PAY ESTIMATES
$3,310,359.58
NET PAY ESTIMATE NO. 19
$345,420.12
CrossRoad Engineers, PC
Inspecting Firm
Date
/~>-/7--0/
Date
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT ~97-04
PROGRESS PAY ESTIMATE NO. 19
For work done during the period of: 7-16-2001 through
Item Description Quantity this TOtat Quantity Unit
No. Estimate to Date Price
CLEARING RIGHT OF WAY
2 CONCRETE CURB, REMOVE
3 CATCH BASIN, REMOVE
4 SURFACE MILLING. BITUMINOUS
5 PIPE, REMOVE
6 EXCAVATION, COMMON
7 BORROW
8 EXCAVATION, COMMON FOR DITCH GRADI
9 TEMP. EROSION &SEDtMENT CONTROL, P
10 TEMP. EROSION & SEDIMENT CONTROL, C
11 TEMP. EROSION & SEDIMENT CONTROL, D
12 TEMP. EROSION & SEDIMENT CONTROL, C
13 B BORROW FOR STRUCTURE BACKFILL
14 COMPACTED AGG. FOR SHOULDER, O, SIZ
15 COMPACTED AGGREGATE FOR APPR., O,
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 GUTTER, COMBINED
28 CENTER CURB, CONCRETE, MODIFIED
29 BITUMINOUS MIXTURE FOR APPROACHES,
30 GEOTEXTILES
31 RIPRAP, REVETMENT 18 IN.
32 MOBILIZATION & DEMOBILIZATION FOR SE
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, 16 IN.
40 PIPE, RCP, 21
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 PIPE, GROUP K, 6 IN.
48 PiPE END SECTION, METAL, 12 IN.
49 PiPE END SECTION, METAL, 21 IN.
50 PIPE END SECTION, METAL, 33
0.03 LS 0,86
563.00 LFT 8624.70
EA 11.00
662.41 SY 882.80
LF 903.00
5298.95 CY 17669.00
1864.85 CY 21820,00
LS 1.01
LF 5860.00
EA 1.00
EA
EA 13.00
CY 8124.80
TN 164.35
296.07 TN 2161.58
TN 418.12
TN
TN
TN
TN
TN
SY
23.33 SY 169.47
797.37 SY 4161.15
TN
652.00 LF 6962.79
2153.50 LF 15315.70
102.67 SY 738.35
TN 659.87
30.14 SY 227.05
65.72 TN 147.35
2.00 EA 3.00
6690.60 SY 9847.60
10356.00 SY 25821.00
EA 12.00
LF 76.00
LF 2928.00
LF 561.50
LF 269.00
LF 916,00
LF 1539.50
LF 933.50
LF 677.00
LF 1217.00
LF 28.00
LF 34.50
859.00 LF 8561.50
EA 3.00
EA
EA
LS $68.796.59
LFT $2.55
EA $60.00
SY $6.65
CY $8.60
CY $13.18
LS $16, 126,96
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
Lt= $45,08
LF $53,14
LF $54.02
LF $61.11
LF $96.36
LF $98.86
LF $3.28
EA $154.66
EA $236.42
EA $378.47
9-30-2001
Total Pay
this Estimate
$2,063.90
$1,435.ei
$4,405.03
$45,570.97
$24,578.72
$6,948.76
Total Pay
to Date
lOt4
$59,165.07
$21,992.99
$660.00
$5,870.62
$10,474.80
$151,437.40
$287,587.60
$16,354.35
$9,962.00
$66.00
$491.79
$119,840.80
$3,188.81
$50,732.28
$13,509.46
$733.96 $5,331.53
$19,312.30 $100,783.05
$6,963.36 $74,362.60
$21,362.72 $151,931.74
$7,572.94 $54,460.70
$49,127.32
$119.35 $899.12
$1,424.15 $3,193.07
$1,320.00 $1,980.00
$2,943.86 $4,332.94
$26,922.04 $66,Q99.39
$1,800.00
$3,033.16
$71,531.04
$14,396.86
$7.561.59
$34,644,64
$69.400.66
$49,606.19
$36.571.54
$74,370.87
$2,698.08
$3,410.67
$2,817.52 $28,081.72
$464.58
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO, 19
For work done during the period of: 7-16-2001 through
51 PiPE END SECTION, METAL, 53 IN. EA EA $1,744.02
52 PIPE, PVC, 6 IN., SCHEDULE 40 LF 1869.20 LF $10.40
53 PIPE END SECTION REINSTALL EA EA $75.61
54 AGGREGATE FOR UNDERDRAINS, 8 67.99 CY 511.96 CY $23.10
55 GEOTEXTILES FOR UNDERDRAIN 49.89 SY 1574.51 SY $1.10
56 RING AND COVER, 4 EA 1.00 EA $335.00
57 INLET, E7 EA 5.00 EA $793.88
58 PIPE, PLUG EXISTING EA EA $72.25
59 PiPE HOLE IN EXISTING STRUCTURE, PLU EA 2.00 EA $145.52
60 CASTING, ADJUST TO GRADE EA 26.00 EA $235.00
61 iNLET, H5 EA 1.00 EA $1,422.72
62 MANHOLE, K5 EA 1.00 EA $2,973.40
63 SANITARY MANHOLE, C4 EA EA $1,986.52
64 MANHOLE, L4 EA 3.00 EA $5,264.01
65 MANHOLE, L15 EA 1.00 EA $5,285,80
66 MANHOLE, J15 EA 27.00 EA $2,655.73
67 INLET, B15 EA 35.00 EA $1,477.88
68 INLET, C15 EA 20.00 EA $1,477.88
69 MANHOLE, J4 EA 3.00 EA $1,372.03
70 CONSTRUCTION DRUM, LEAVE IN PLACE EA EA $65.75
71 BARRICADE. IlIA 8.00 EA 54.00 EA $212.10
72 ROAD CLOSURE SiGN ASSEMBLY 3.00 EA 12.00 EA $477.23
73 DETOUR CLOSURE SiGN ASSEMBLY 5.00 EA 13,00 EA $37.12
74 CONSTRUCTION SIGN, A 2.00 EA 32.00 EA $132.56
75 SIGN, SHEET, ENCAPSULATED LENS WITH 58.50 SFT 106.86 SFT $24.85
76 SIGN POST, A LF LF $6,62
77 LINE, THERMOPLASTIC, BROKEN WHITE, 4" 638.00 LF 3963.00 LF $0.26
78 LINE, THERMOPLASTIC, SOLID WHITE, 4" 1401,50 LF 5885.50 LF $0.26
79 TRANSVERSE MARKINGS, THERMO. CROS 65.00 LF 1412,00 LF $1.41
80 LINE, THERMOPLASTIC, BROKEN YELLOW, LF 120,00 LF $027
81 LINE, THERMOPLASTIC, SOLID YELLOW, 4" 2142.50 LF 7297.50 LF $0.25
82 TRANSVERSE MARKINGS, THERMO. STOP
83 PVMT. MESSAGE MRKNGS, THERMO., LAN
84 PVMT. MESSAGE MRKNGS, THERMO., WOR
65 SNOWPLOWABLE RAISED PAVEMENT MAR
86 LINE, THERMOPLASTIC. DOTTED, WHITE, 4"
87 FIELD OFFICE, 550 SQ FT.
88 MAINTAINING TRAFFIC
99 CONSTRUCTION ENGINEERING
90 MOBILIZATION & DEMOBILIZATION
91 MATERIAL TESTING
92 TRAFFIC SIGNAL, 12" RYG
93 TRAFFIC SIGNAL, 12" RY GA
94 TRAFFIC SIGNAL, 12" RYG, YA, GA
95 PEDESTRIAN SIGNAL. INTERNATIONAL, 12"
PEDESTRIAN PUSHBUTTON & SIGN
97 HANDHOLE
98 CONDUIT, 2"
99 TRAFFIC SIGNAL POLE, 40' SIG. ARM, 15' VI
100 TRAFFIC SIGNAL POLE, 45' SIG. ARM, 15' VI
101 TRAFFIC SIGNAL POLE, 75' SIG. ARM, 25' VI
102 TRF. SIG. POLE FOUNDATION INCLUDING R
103 POWER CABLE, 2C/BGA
104 POWER CABLE, 3C/14GA
21.00
4.00
6.00
2.80
-0.04
-0.04
-0.14
LF 352.00 LF $2.85
EA 38.00 EA $60.62
EA 34.00 EA $87.57
EA EA $28.72
LF 122.00 LF $0.62
MOS 20.75 MOS $410.00
LS 0.86 LS $30,795.00
LS 0.86 LS $108,125,00
LS 1.00 LS $85,650.00
LS 0.86 LS $27,270.00
EA 10.00 EA $444.70
EA 4.00 EA $452.84
EA 6.00 EA $708.12
EA 14.00 EA $459.35
EA 14.00 EA $166.02
EA 8.00 EA $858.00
LF 1662.00 LF $16.82
EA EA $5,884.82
EA EA $6,886.21
EA EA $13,073.25
CY CY $407.36
LF 210.00 LF $2.66
LF 3634,00 LF $1.92
9-36-2001
$1,570.57
$54.68
2of4
$19,439.68
$11,826.28
$1,731.96
$335.00
$3,969.40
$291.o4
$1,422.72
$2,973.40
$15,792.03
$5,285.80
$71,7o4.71
$51,725.8o
$29,557.60
$4,116.o9
$1,696.8o $11,453.40
$1,431.69 $5,726.76
$185,60 $482.56
$265.12 $4,241.92
$1,453.73 $2,655.47
$165.88 $1,030.38
$364.39 $1,530.23
$91.65 $1,990.92
$32.40
$535.63 $1,824.38
$59.8.~ $1,003.20
$342.48 $2,303.56
$525.42 $2,977.38
$75.64
$820.00 $8,507.50
($1,231.80) $26,483.70
($4,325.00) $92,987.50
$85,650,00
($3,817.80) $23,452.20
$4,447.00
$1,811.36
$4,248.72
$6,430.90
$2,324.28
$8,864.00
$27,954.84
$558.60
$6,977.28
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY
For work done during the period of:
105 POWER CABLE, 5C/14GA
106 POWER CABLE, 7C/14GA
107 POWER CABLE, 11C/140A
108 VIDEO CAMERA CABLE, CX
109 8PHASECONTROLLERW/PCABINET&FO
lt0 VIDEO DETECTION SYSTEM, COMPLETE
111 ELECTRIC SERVICE
112 REMOVAL OF TRAFFIC SIGNAL EQUIPMEN
113 PIPE CATCH BASIN, 12" (UNDISTRIBUTED)
114 PIPE, PVC, SCHEDULE40,8"(UNDISTRIBUT
115 INLET, C5
116 Manhole, C-4, Drop
117 Reset Existing CMP for Delta Drainage
118 Pipe, Type 2, Circular, 18 IN.
119 18 IN. Metal End Section
120 Additional Sanitan/ Improvements
121 Reconstruct Structure 87A
122 ReconstructStructuretoGrade
123 Cost of Structure#87B, not installed
124 Delta Light Relocation
! 25 Encase Conduit at Structure #124
125 Pedistal Foundation, A
127 Pedistal and Base, 10 if.
125 HMA BASE, 25.0 mm MAINLINE, C
129 HMA BASE, 25.0 mm MAINLINE
130 HMA INTERMEDIATE, 19.0 mrn MAINLINE
131 HMA SURFACE, 9.5 mm MV, MAINLINE
132 BITUMINOUS MATERIAL FOR TACK COAT
133 SIDEWALK, BITUMINOUS
134 INLETS, RELOCATE
136 TRAFFIC SIGNAL: POLE, 50' SIG. ARM, 25' VI
136 TRAFFIC SIGNAL POLE, 45' SIG. ARM, 25' VI
137 TRAFFIC SIGNAL POLE, 40' SIG. ARM, 25' VI
136 TRAFRC SIGNAL POLE, 40' SIG. ARM, 20' VI
139 TRAFF[C SIGNAL POLE, 35' SIG. ARM, 25' VI
140 TRAFFIC SIGNAL POLE, 30' SIG. ARM, 25' VI
141 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12
142 MODIFICATION TO STORM STRUCTURES
143 MISCELLANEOUS SITEWORK, MILLING/HA
144 MANHOLE, REMOVEAND REPLACE STFIUC
145 FLOWABLE FILL
146 CORED HOLE IN MANHOLE
147 KEYSTONE RETAINING WALL
148 CEMENT CONCRETE PAVEMENT FOR DRIV
149 STR. 133A Additional Costs
150 Additional Costs For Sanitary Sewer improvem
151 STRUCTURE 224A (TIME AND MATERIAL)
152 SIGN. SHEET, ENCAPSULATED LENSWiTH
153 SIGN POST, B
154 CONTROLLERPHASECHANGES
155 RELOCATE LIGHTING SERVICE POINT
156 LUMINAIRE, REMOVEAND RELOCATE
157 SPRINKLER HEAD RELOCATION
158 INLET, B-15, MATERIAL ONLY
944.03
2611.44
1082.58
542,62
11243.00
96,20
3of4
ESTIMATE NO. 19
7-16-2001 through 9-30-2001
LF 2532.00 LF $2.97 $7,520.04
LF 405.00 LF $2.94 $1,190.70
LF 1603.00 LF $3.32 $5,321,96
LF 2053.00 LF $2.96 $6.076.88
EA 2.00 EA $13,676.65 $27,353.30
EA 2.00 EA $33,259.20 $66,518.40
EA 2.00 EA $53125 $1,062.50
LS 1.00 LS $2,181.94 $2,181.94
EA EA $425.00
LF LF $11.55
EA EA $1,550.00
EA 1.00 EA $3,946.00 $3,946.00
EA 4.00 EA $400.00 $1,600.00
LF 298.00 LF $19.00 $5,662.00
EA 2.00 EA $236,42 $472.84
LS 1.00 LS $52,000.00 $52,000.00
LS 1.00 LS $350,00 $350.00
LF 33.99 LF $525.00 $17,844.75
LS 1.00 LS $1,130,80 $1,130.80
LS 1.00 LS $3,694,00 $3,694.00
LS 1.00 LS $450.00 $450.00
EA 4.00 EA $592.66 $2,370.64
EA 4,00 EA $617.68 $2,470.72
TN 6806.47 TN $33.40 $51,530.60 $227,336.10
TN 19781.73 TN $28.31 $73,929.87 $560,020.78
TN 8179.64 TN $31.27 $33,852.28 $255,777.34
TN 4055.33 TN $35.51 $19,268.44 $144,004.77
SY 114437.92 SY $0.15 $1,686.45 $17,165.69
TN 1008.57 TN $40.17 $40,514.26
LS 1.00 LS $1,888.24 $1,888.24
EA 2.00 EA $14,076.18 $28,152.36
EA 1.00 EA $7,383.09 $7,383.09
EA 2.00 EA $7,205.85 $14,411.70
EA 1.00 EA $7,205.86 $7,205.86
EA 1.00 EA $6,653.69 $6,653.69
EA 1 .O0 EA $6,629,49 $6,629.49
EA 8.00 EA $1,908.51 $15,268.08
LS 1.00 LS $1,045.00 $1,045,00
LS 1.00 LS $930.00 $930,00
EA 1.00 EA $3,200.00 $3,200,00
CYS 18.00 CYS $50.00 $900.00
EA 1.00 EA $375.00 $375.00
SFT 776.50 SFT $18.13 $14,077.95
SY 98.04 SY $42.00 $4,117.68
LS 1.00 LS $961.70 $961.70
LS 1.00 LS $7,765.51 $7,765.51
LS 1.00 LS $34,383,78 $34,383.78
SFT 86.00 SFT $39.16 $3,367.76
LFT 196.20 LFT $7.53 $724.39 $1.477.39
EA 1.00 EA $420.00 $420.00
LS 1.00 LS $3.350.49 $3,350.49
LS 1.00 LS $3,610.00 $3,610.00
LS 1.00 LS $295.00 $295.00 $295.00
EA 3.00 EA $295.00 $885.00 $885.00
CITY OFCARMEL
159 INLET, C-15, MATERIAL ONLY
160 FIREHYDRANT/DRAINAGE
161 CONCRETE HEADWALL
162 BEEHIVE INLET
163 FLEXIBLE DELINEATOR POSTS
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT ~197-04
PROGRESS PAY ESTIMATE NO. 19
For work done during the period of: 7-16-2001 through 9-30-2001
2.00 EA 2.00 EA $352.00 $704.00
1.00 LS 1.00 LS $3,854.46 $3,854.46
1.00 LS 1.00 LS $797.42 $797.42
1.00 LS 1.00 LS $629.00 $629.00
10.00 EA 10.00 EA $77.89 $778.~
$704.00
$3,854.46
$797.42
$629.00
$778.90
4of4
$345,420.12 $3,853,449.55