HomeMy WebLinkAboutCC-08-20-01-01 Hazel Dell PaymtSponsored by: Norm Rundie
Resolution No. CC-08-20-01-01
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 Kedevelopment 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.
~ CO~f,~C.O.~IL OF THE CITY OF CARMEL, iNDIANA
/es~din~ Officer ' Kev' ent
· Koven ' '~
Robert Battreall Luci Snyder
ATT T:
,2001.
Ja~es~rd, Mayor
Diana L. Cordra~-Treasurer
EXHIBIT A
PAYMENT REQUISITION NO. 159
PAYEE
AMOUNT
DUE
CHARACTER OF EXPENDITURE
Trotter Construction Co.
5851 E. 34th Street
Indianapolis, 1N 46218
$251,035.20
Construction costs in connection
with Pennsylvania St.
07/27/01
CONSTRUCTIONPROJECTINVOICE
DATE: July 20, 2001
COMPANYNAME:
AND ADDRESS
TELEPHONE NO.:
FAX NO.:
Trotter Construction, Inc.
5851 E. 34th Street
Indianapolis, IN 46218
(317) 543-0053
(317) 543-3115
JUL
RECEIVED
CiTY
ENGINEER
COMPANYNAME:
ANDADDRESS
Grady Brothers, Inc.
915 S. Somerset Ave.
Indianapo~s, IN 46242
TELEPHONE NO.: (317) 244-3343
FAX NO.: (317) 240-5958
PROJECT NAME: Pennsylvania Street Improvements
PROJECT NO.: 97-04
INVOICE NO.: 18
Construction pay items as per Progress Pay Estimate No. 18 as shown on the
attached invoice for work completed between the dates of June 9, 2001 and July 15,
2001.
TOTAL PAY THIS ESTIMATE:
MINUS RETAINAGE:
TOTAL NOW DUE:
(-)
Submitted by CrossRoad Engineers, PC
Pro'ect Reprejsentati
$251,035.20
$o.oo
$251,035.20
Date
Project Representative - printed name
CITY OF CARMEL
1 of 1
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO. t8
For work done during the period of: 6-9-2001 through
7-15-2001
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE
$251,035.20
TOTAL PAY TO DATE
$3,508,029.43
DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE
$197,669.85
DEDUCT PREVIOUS NET PAY ESTIMATES
NET PAY ESTIMATE NO. 18
$3,059,324.38
$251,035.20
CrossRoad Engineers, PC'~be, c~r ~.-'~l.~j.4
Inspecting Firm _ By
E~o~tor~ ~)¢1'
Contra~r
7-~o-el
D~
z-,~o-a/
Date
Date
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT
PROJECT #97-04
PROJECT
PROGRESS PAY ESTIMATE NO. 18
For work done during the period of: 6-9-2001 through
Item Description QUantity this Total 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 GRADIN
9 TEMP. EROSION & SEDIMENT CONTROL, PE
10 TEMP. EROSION & SEDIMENT CONTROL, Cb
11 TEMP. EROSION & SEDIMENT CONTROL, DR
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, 190 mm MAINELINE
21 HMA SURFACE, 9.5 mm MV, MAINELINE
22 BITUMINOUS MATERIAL FOR TACT COAl'
23 CURB RAMP, CONCRETE
24 SIDEWALK, CONCRETE
25 SIDEWALK, BITUMINOUS
26 CURB, CONCRETE
0.03 LS 0.83
456.40 LFT 806170
2.00 EA 11
88.45 SY 22039
54.00 LF 903.00
585.80 CY 12310.05
889.70 CY 19955.15
LS 1.01
LF 5860.00
EA 1.00
EA
EA 13.00
158.14 CY 8124.80
154.35 TN 154.35
288.06 TN 1865.51
TN 418.12
TN
TN
TN
TN
TN
SY
82,80 SY 146.14
489.99 SY 3363.7ti
TN
25.00 LF 6310.79
109.30 LF 13162.20
SY 635.68
TN 65987
18,80 SY 19691
4.48 TN 81.63
EA 1.00
SY 3157.00
7410,00 SY 15165.00
_.,EA______ 12.00
LF 76.00
248,00 LF 2928.00
LF 561.50
60,00 LF 269,00
LF 916.00
80,00 LF 1539.50
LF 933.50
LF 677.00
LF 1217.00
LF 28.00
LF 34.50
LF 7702.50
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 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
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
47 PIPE, GROUP K, 6 IN.
7-15-2001
Total Pay
this Estimate
Total Pay
to Date
LS .$68,796.59 S2,063.90 $57.101.17
LFT $2.55 $1,163.82 $20.557.34
EA $60.00 $120.00 $660.00
SY $6.65 $588.19 $1,465.59
LF $11.60 $626.40 $10,474.80
CY $860 $5,037.88 $105,866.43
CY $13.18 $11~726.26 $263,008.88
LS $16,126.96 $16,354.35
LF $1.70 $9,962.00
EA $66.00 $6600
EA $6600
EA $37.83 $491.79
CY $14.75 $2,332.67 $119,840.80
TN $20.53 $3~168,81 $3,168.81
TN $23.47 $6,056.67 $43,783.52
TN $32.31 $13,509.46
TN $26.43
TN $31.52
TN $26.43
TN $29.13
TN $32.72
SY $0.14
SY $31.46 $2,604.89 $4,597.56
SY $24.22 $11,867.56 $81,470.75
TN $37.99
LF $10.68 $267.00 $67,399.24
LF $9.92 $1,084.26 $130,569.02
SY $73.76 $46,887.76
TN $74.45 $49,127.32
SY $3.96 $74.45 $779.76
TN $2167 $97.08 $1,768.92
EA $660.00 $66Q00
SY $0.44 $1,389.08
SY $2.59 $19,191.90 $39,277.35
EA $150.00 $1,800.00
LF $39.91 $3,033.16
LF $24.43 $6,058.64 $71,531.04
LF $25.64 $14,396.86
LF $28.11 $2,248.80 $7,561.59
LF $38.04 $341844.64
LF $45.08 $3,606.40 $69,400.66
LF $53.14 $49,60~. 19
LF $54.02 $36,571.54
LF $6 1.11 $74,370.87
LF $96.36 $2,698.08
LF $98.86 $3.41067
LF $3.28 $25.264.20
1 of 4
2 of 4
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT IV97-04
PROGRESS PAY
For work done during the period of:
48 PIPE END SECTtON, METAL, 12 IN 1.00
49 PIPE END SECTION, METAL, 21 IN
50 PiPE END SECTION, METAL, 33 IN.
51 PiPE END SECTION, METAL, 53 IN
52 PIPE, PVC. 6 IN., SCHEDULE 40
53 PIPE END SECTION REINSTALL
54 AGGREGATE FOR UNDERDRAINS, 8
55 GEOTEXTtLES FOR UNDERDRAIN
56 RING AND COVER, 4
57 INLET, E7
58 PIPE, PLUG EXISTING
ESTIMATE NO. 18
6-9-2001 through
EA 3.00 EA $154.86
EA EA $236.42
EA EA $378.47
EA EA $1.744.02
LF 1869.20 LF $10.40
EA EA $75 61
CY 443,97 CY $23,10
SY 1524.62 SY $t.10
EA 1.00 EA $335.00
EA 5.00 EA $793.88
EA EA $72.25
59 PIPE HOLE IN EXISTING STRUCTURE, PLUG
60 CASTING, ADJUST TO GRADE
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
3.00
2.00
33.00
8.00
8.00
18.00
74 CONSTRUCTION SIGN, A
75 SIGN, SHEET, ENCAPSULATED LENS WITH L
76 SIGN POST, A
77 LINE, THERMOPLASTIC, BROKEN WHITE, 4" 3325.00
78 LINE, THERMOPLASTIC, SOLID WHITE, 4" 4484.00
79 TRANSVERSE MARKINGS, THERMO. CROSS t347.00
80 LINE, THERMOPLASTIC, BROKEN YELLOW, ~ 120.00
81 LINE, THERMOPLASTIC, SOLID YELLOW, 4" 5188.00
82 TRANSVERSE MARKINGS, THERMO. STOP L 331.00
83 PVMT. MESSAGE MRKNGS, THERMO., LANE 34.00
84 PVMT. MESSAGE MRKNGS, THERMO., WOR 28.00
85 SNOWPLOWABLE RAISED PAVEMENT MARt
86 LINE, THERMOPLASTtC, DOTrED, WHITE, 4" 122.00
87 FIELD OFFICE, 550 SQFT, 1.00
88 MAINTAINING TRAFFIC 0.10
89 CONSTRUCTION ENGINEERING 0.10
90 MOBILIZATION &DEMOBILIZATION 0.30
91 MATERIAL TESTING 0.40
92 TRAFFIC SIGNALI 12" RYG
93 TRAFFIC SIGNAL, 12" RY GA
94 TRAFFIC SIGNAL, 12" RYG, YA, GA
95 PEDESTRIAN SIGNAL. INTERNATIONAL. 12"
96 PEDESTRIAN PUSHBUTTON & SIGN
97 HANDHOLE
98 CONDUIT, 2"
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
BFT
LF
LF
LF
LF
LF
LF
LF
EA
EA
EA
LF
MOS
LS
LS
LS
LS
EA
EA
EA
EA
EA
EA
LF
2.00
26.00
1.00
1.00
3.00
1.00
27.00
35.00
20.00
3.00
46.00
900
8.00 EA
30.00 EA
48.36 SFT
LF
3325.00 LF
4484.00 LF
1347,00 LF
120,00 LF
5155.00 LF
331.00 LF
34.00 EA
28.00 EA
EA
122.00 LF
18 75 MOB
0.90 LS
0.90 LS
1.00 LS
1.00 LS
10.00 EA
4.00 EA
6.00 EA
14.00 EA
14.00 EA
8.00 EA
1662.00 LF
EA $145,52
EA $235.00
EA $1,422.72
EA $2,973.40
EA $1,986.52
EA $5,264.01
EA $5,285,80
EA $2,655.73
EA $1.477,88
EA $1,477.88
EA $1,372.03
EA ,65.75
EA 212.10
EA ~477,23
37.12
H32.56
24.85
~6.62
;026
;0.26
;1.41
;0.27
;0.25
;2.85
50.62
87.57
28.72
;0.62
;410.00
$30,795.00
$108,125.00
$85,650.00
$27,270.00
$444.70
$452.84
$708.12
$459.35
$166.02
$858.00
$16.82
7-15-2001
$154.86
$4,433.64
$2,98~.76
$6,999.30
$296.96
$662.80
$447.30
$864.50
$1,165.84
$1,899.27
$32.40
$1;88.75
$943.35
$2,061.08
$2,451.96
$75.64
$410.00
$3,079.60
$10,812.50
$25,695.00
$10,908.00
$464,58
$19.439.68
$10,255.71
$3,677,08
$335.00
$3.969.40
$291.04
$6,110.00
$1,422.72
$2,973.40
$15,792.03
$5,285.80
$71,704.71
$51.725.80
$29,557.60
$4,116.09
$9,756.60
$4,295.07
$296.96
$3,976.80
$11201.75
$864.50
$1,165,84
$1,899.27
$32.40
$1,288.75
$943.35
$2,061.08
$2,451.96
$75.64
$7,687,50
$27,715.50
$97,312.50
$85,650.00
$27,270.00
$4,447.00
$1,8tl.36
$4,248.72
$6,430.90
$2,324.28
$6,864.00
$27,954,84
3of4
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE
For work done during the period of:
99 TRAFFIC SIGNAL POLE, 40' SIG. ARM, 15' VIE;
100 TRAFFIC SIGNAL POLE, 45' SIG. ARM, 15' VI[;
101 TRAFFIC SIGNAL POLE, 75' SIG, ARM, 25' Vti:
102 TRF. SIG. POLE FOUNDATION INCLUDING R[
103 POWER CABLE, 2C/8GA
104 POWER CABLE, 3C/14GA
105 POWER CABLE, 5C/14GA
106 POWER CABLE, 7C/14GA
107 POWER CABLE, 11C/14GA
108 VIDEO CAMERA CABLE, CX
109 8 PHASE CONTROLLER W/P CABINET & FOL
110 VIDEO DETECTION SYSTEM, COMPLETE
111 ELECTRIC SERVICE
112 REMOVAL OF TRAFFtC SIGNAL EQUIPMENT
113 PIPECATCH BASIN, 12" (UNDISTRIBUTED)
114 PIPE, PVC, SCHEDULE 40, 8" (UNDISTRIBUT[
1t5 JNLET, 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 Addi6onalSanitarylmprovements
121 Reconstruct Structure 97A
122 Reconstruct Structure to Grade LF
123 Cost of Structure ~lTB, not installed LS
t24 Delta Light Relocation LS
125 Encase Conduit at Structure #124 LS
126 PedistalFoundation, A EA
127 Pedistal and Base, 10 ~t. EA
128 HMABASE, 250mmMAINLINE, C TN
129 HMA BASE, 25.0 mm MAINLINE TN
130 HMA INTERMEDIATE, 19.0 mm MAINLINE 119.87 TN
131 HMA SURFACE, 9.5 mm MV, MAINLINE 1623.53 TN
132 BITUMINOUS MATERIAL FOR TACK COAT 21656.89 SY
133 SIDEWALK, BITUMINOUS 711.25 TN
134 INLETS, RELOCATE LS
135 TRAFRC SIGNAL POLE, 50'SIG. ARM, 25'VIG EA
136 TRAFFIC SIGNAL POLE. 45'SIG. ARM, 25'VII; EA
137 TRAFFIC SIGNAL POLE, 40'SIG. ARM, 25'VID EA
138 TRAFFIC SIGNAL POLE, 40'SIG, ARM, 20'VII3 EA
139 TRAFFIC SIGNAL POLE, 35' SIG. ARM, 25'VtG EA
140 TRAFFIC SIGNAL POLE, 30'SIG. ARM, 25'VtE EA
141 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 I EA
142 MODIFICATION TO STORM STRUCTURES LS
143 MISCELLANEOUS SITE WORK, MILUNGIHAU LS
144 MANHOLE, REMOVE AND REPLACE STRUC1 EA
145 FLOWABLE FILL CYS
146 CORED HOLE IN MANHOLE EA
147 KEYSTONE RETAINING WALL SFT
145 CEMENT CONCRETE PAVEMENT FOR DRIVIF SY
149 STR. 133A Additional Costs LS
EA
EA
EA
CY
LF
LF
LF
LF
LF
LF
EA
EA
EA
LS
EA
LF
EA
EA
EA
LF
EA
LS
LS
NO. 18
6-9-2001 through 7-15-2001
EA $5 1884.82
EA $6,886.2t
EA $13.073,25
CY $407.36
210.00 LF $2.66 $558.60
3634.00 LF $192 $6,977.28
2532,00 LF $2.97 $7,520.04
405,00 LF $2,94 $1,190.70
1603.00 LF $3.32 $5.321 95
2053.00 LF $2.96 $6,076.88
2.00 EA $13,676.65 $27,353.30
2.00 EA $33,259.20 $66,518.40
2.00 EA $531.25 $1,062.50
1.00 LS $2,181.94 $2,181.94
EA $42500
LF $11.55
EA $1.550.00
1.00 EA $3,946,00 $3,946.00
4.00 EA $400.00 $1,600.00
298,00 LF $19.00 $5,662,00
2.00 EA $236.42 $472.84
1.00 LS $52,000,00 $52,000.00
1.00 LS $350.00 $350.00
33.99 LF $525.00 $17,844,75
1.00 LS $1,130.80 $1,130.80
1.00 LS $3,694.00 $3,694.00
1.00 LS $450.00 $450.00
4.00 EA $592,66 $2,370.64
4.00 EA $617,68 $2,470.72
5662.44 TN $33 40 $195,805.50
17170.29 TN $28.31 $456,090.91
7097.06 TN $31.27 $3248.33 $221,925.07
3512.71 TN $35.51 $57,651.55 $124,736,33
103194,92 SY $0.15 $31248.53 $15,479,24
1006,57 TN $40,17 $28,570.91 $40,514.26
1.00 LS $1,888.24 $1,888.24
2.00 EA $14,076.18 $26,152.36
1,00 EA $7,383.09 $7,303.09
2.00 EA $7,205.85 $14,411.70
1.00 EA $7,205.86 $7,205.86
1.00 EA $6,653.69 $6,653,69
1.00 EA $6,629.49 $6,629.49
800 EA $1,908.51 $15,268.08
1.00 LS $1,045.00 $1,045.00
1.00 LS $930.00 $930.00
1.00 EA $3,200.00 $3,200.00
18,00 CYS $50,00 $900.00
1.00 EA $375.00 $375,00
776.50 SFT $18.13 $14,077.95
98.04 SY $42.00 $4.117~68
1,00 LS $961,70 $961.70
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT if97-04
· PROGRESS PAY ESTIMATE NO. 18
For work done during the period of:
150 Additjorral costs For Sanitary Sewer lmprovemer
151 STRUCTURE 224A (TIME AND MATERIAL)
152 SIGN, SHEET, ENCAPSULATED LENSWITH i.
153 SIGN POST, B
154 CONTROLLER PHASE CHANGES
1~5 RELOCATE LIGHTING SERVICE POINT
156 LUMINAIRE, REMOVE AND RELOCATE
6-9-2001 through 7-15-2001
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
25.5~ LFT 100.00 LFT $7.53 $192.02 $753.00
EA 1.00 EA $420.00 $420.00
LS 1 O0 LS $3,350.49 $3,350.49
LS 1.00 LS $3,610.00 $3,61000
4of4
$251,035.20 $3,508,029.43
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: July 27, 2001
RE:
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 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 ti'om 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 fbr 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, J~fy, 2000
My Commission Expires:
Z, Sc~ L-
residing in
Indiana
, Notary Public