HomeMy WebLinkAboutCC-11-20-00-01 Hazel Dell PaymtSponsor: Councilor Wilson
Resolution No. CC-11-20-00-01
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 Carreel 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, 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.
PASSED by the Common Council of the City of Cannel, Indiana this ;D'fi' day
of },,,/t'~z~r~ ,2000, byavoteof 5' ayes and D _nays.
O~tcer '~
Robert Battreall
Ronald E. Carter
_..
oven
Wayne Wilson
Diana L. ~ordray, IAMC, Cler,k~rer
c:~'J day of
P sented by e to the Mayor of the City of Cannel, Indiana the
Diana L. Cordray, I ,Z~rer
Approved by me, Mayor of the City of Carmel, Indiana, this -~.
/~/~ ,2000. day of
J d,
ATTEST: ,,
Diana L. Cordray, I surer
CITY OF CARMEL REDEVELOPMENT AUTHORITY
CONSTRUCTION FUND PAYMENT REQUISITION
TO~
Filth Third Bank of Central Indiana, as Trustee
251 North Illinois Street
Suite 1000
Indianapolis, Indiana 46204
Attn: Corporate Trust Department
Date: October 27, 2000
Trust Indenture between City ofCarmel 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 3.0 t 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
Ka eese, P.E
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 duty 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 October, 2000
My Commission Expires:
residing in
Indiana
, Notary Public
County,
PAYEE
EXHIBIT A
PAYMENT REQUISITION NO. 129
AMOUNT CHARACTER OF EXPENDITURE
DUE
Trotter Construction
5851 E. 34th Street
Indianapolis, IN 46218
$300,237.15
Construction services in connection
with Pennsylvania Street.
10/27/00
CONSTRUCTION PROJECT INVOICE
DATE: October 27, 2000
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.: 12
Construction pay items as per Progress Pay Estimate No. 12 as shown on the
attached invoice for work completed between the dates of September 21, 2000 and
October 25, 2000.
TOTAL PAY THIS ESTIMATE:
MINUS RETAINAGE:
TOTAL NOW DUE:
Submitted by CrossRoad Engineers, PC
(-)
$300,237.15
$0.00
$300,237.15
Project Re~~_~Signed name
Project Representative - printed name
Date
CITY OFCARMEL
lofl
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT ~97-04
PROGRESS PAY ESTIMATE NO. 12
For work done during the period of: 9-21-00 through
t0-25-00
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE
$300,237.15
TOTAL PAY TO DATE
$2,470,433.21
DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE
$197,669.85
DEDUCT PREVIOUS NET PAY ESTIMATES
$1,972,526.21
NET PAY ESTIMATE NO. 12
$300,237.15
CrossRoad Engineers, PC
Inspecting Firm
Trotter ns'u'uction_, inc.
th
CITY OFCARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO. 12
For work done during the period of: 9-21-00 through
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT
PROGRESS PAY ESTIMATE NO. 12
For work done during the period of: 9-21-00 through
item Description Quantity this Total Quantity Unit
No. Estimate to' Date Price
1 CLEARING RIGHT OF WAY
2 CONCRETE CURB, REMOVE
3 CATCH BASIN, REMOVE
4 SURFACE MILLING. BITUMINOUS
5 PIPE, REMOVE
6 EXCAVATION, COMMON
7 SORROW
8 EXCAVATION, COMMON FOR DITCH GRADI~
9 TEMP. EROSION & SEDIMENT CONTROL, PE
10 TEMP. EROSION & SEDIMENT CONTROL, CL
11 TEMP. EROSION & SEDIMENT CONTROL, DR
12 TEMP, EROSION & SEDIMENT CONTROL, CL
13 B SORROW 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, 250 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 CURS, CONCRETE 647.10
27 CURB AND GUTTER, COMBINED 2748.30
28 CENTER CURB, CONCRETE, MODIFIED 26.70
29 BITUMINOUS MIXTURE FOR APPROACHES, 159.01
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,
0-25-00
t0-25-00
Total Pay
this Estimate
LS 0.70 LS $68,796.59
LFT 7519.00 LFT $2,55
EA 8.00 EA $60.00
SY 131.94 SY $6 +65
160.00 LF 849.00 LF $11.60 $1,856.00
9.60 CY 11691,25 CY $8.60 $62.~6
CY 18970.12 CY $13,18
LS 1,00 LS $16,126.96
LF 5860.00 LF $1.70
EA 1.00 EA $66.00
EA EA $66+00
EA 13.00 EA $37.83
30.64 CY 7760,75 CY $14,75 $451.94
TN TN $20.53
830.30 TN 1002.32 TN $23,47 $19,4~7.14
316.77 TN 381,52 TN $32.31 $10,234.84
TN TN $2643
TN TN $31.52
TN TN $26.43
TN TN $29,13
TN TN $32.?2
SY SY $0.14
SY SY $31.46
628.06 SY 628,06 SY $24.22 $15,211.61
TN TN $37.99
LF 5839.04 LF $10.68 $6,911.03
LF 9847.10 LF $9.92 $27,263.14
SY 611.17 SY $73.76 $1,969.39
TN 307.95 TN $74.45 $11,838.29
SY SY $3.96
TN TN $21.67
EA EA $660.00
SY SY $0.44
75.00 SY 75,00 SY $2,59 $194.25
EA 12.00 EA $150.00
LF 76.00 LF $39.91
LF 2603.00 LF $24.43
LF 546.50 LF $25.64
I of 4
Total Pay
to Date
$48,157.61
$19,173,45
$480.00
$877,40
$9,848.40
$1Q0,544.75
$250,026,18
$16,126.96
$9,962.00
$66,00
$491.79
$114,471.06
$23,524,45
$12.326,91
$15,211,61
$62,360.95
$97,683.23
$45,079,90
$22,926.88
$194,25
$1,80Q.00
$3,033.16
$63,591,29
$14,012.26
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY
For work done during the period of:
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 IN
47 PIPE, GROUP K, 6 IN, 120.00
48 PiPE END SECTION, METAL, 12 IN.
49 PIPE END SECTION, METAL, 21 IN.
50 PiPE END SECTION, METAL, 33 IN.
51 PIPE END SECTION, METAL, 53
52 PIPE, PVC, 6 IN., SCHEDULE 40 164.00
53 PiPE END SECTION REINSTALL
54 AGGREGATE FOR UNDERDRAINS, 8 30.56
55 GEOTE,XTILES FOR UNDERDRAIN 24.43
56 RING AND COVER, 4
57 iNLET, E7 1.00
58 PIPE, PLUG EXISTING
59 PIPE HOLE IN EXISTING STRUCTURE, PLUG
60 CASTING, ADJUST TO GRADE 3.00
61 INLET, H5
62 MANHOLE, K5
~ 63 SANITARY MANHOLE, C4
~ 64 MANHOLE, L4
i 65 MANHOLE, L15
! 66 MANHOLE, J15
i 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 3.00
75 SIGN, SHEET, ENCAPSULATED LENS WITH L
76 SIGN POST, A
77 LINE, THERMOPLASTIC, BROKEN WHITE, 4"
78 LINE, THERMOPLASTIC, SOLID WHITE, 4"
79 TRANSVERSE MARKINGS, THERMO. CROSS
80 LINE, THERMOPLASTIC, BROKEN YELLOW,
81 LINE, THERMOPLASTIC, SOLID YELLOW, 4"
82 TRANSVERSE MARKINGS, THERMO. STOP L
83 PVMT. MESSAGE MRKNGS, THERMO., LANE
84 PVMT. MESSAGE MRKNGS, THERMO., WOR
85 SNOWPLOWABLE RAISED PAVEMENT MAR~
~ 86 LINE, THERMOPLASTIC, DOTTED, WHITE,
87 FIELD OFFICE, 550 SQFT. 1,00
88 MAINTAINING TRAFFIC
89 CONSTRUCTION ENGINEERING
ESTIMATE NO. 12
9-21-00 through
10-25-00
LF 189.00 LF $28.11
LF 916.00 LF $38.04
LF 1253.50 LF $45.08
LF 933,50 LF $53.14
LF 677.00 LF $54.02
LF 1114.00 LF $61.11
LF 28.00 LF $96.36
LF 34.50 LF $98.86
LF 7497,50 LF $3.28 $393.60
EA EA $154.86
EA EA $236.42
EA EA $378.47
EA EA $1,744.02
LF 1838.20 LF $10.40 $1,706.60
EA EA $75.61
CY 420.31 CY $23.10 $705.94
SY 1524.62 SY $1.10 $26.87
EA EA $335.00
EA 2.00 EA $793.88 $793.88
EA EA $72.25
EA 2.00 EA $145.52
EA 8.00 EA $235.00 $705.00
EA 1.0O EA $1,422.72
EA 1.00 EA $2,973.40
EA EA $1,986.52
EA 3,00 EA $5,264.01
EA 1.00 EA $5,285.80
EA 26.00 EA $2~655.73
EA 31.0O EA $1,477.88
EA 18.00 EA $1,477.88
EA 2,00 EA $1,372.03
EA EA $65.75
EA 13,00 EA $212.10
EA 5.00 EA $477.23
EA EA $37.12
EA 25,00 EA $132.56 $397.68
SFT SFT $24.85
LF LF $6.62
LF LF $0.26
LF LF $0.26
LF LF $1,41
LF LF $0,27
LF LF $0.25
LF LF $2,85
EA EA $60.62
EA EA $87.57
EA EA $28.72
LF LF $0.62
MOS 10.75 MOS $410.00 $410.00
LS 0.70 LS $30,795.00
LS 0.70 LS $108,125.00
2of4
$5,312.79
$34,844.64
$56,507.78
$49,60619
$36,571.54
$68,076.54
$2,698.08
$3,410.67
$24,591.80
$19,117.28
$9,709.16
$1,677.08
$1,587.76
$291.04
$1,880.00
$1,422.72
$2,973.40
$15,792.03
$5,285.80
$69,048.98
$45,814.28
$26,601.84
$2,744.06
$2,757.30
$2,386.15
$3,314.00
$4,407.50
$21,556.50
$75,687.50
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT
PROJECT ~97-04
PROGRESS PAY
For work done during the period of:
90 MOBILIZATION & DEMOBILIZATION
91 MATERIAL TESTING
92 TRAFFIC SIGNAL, 12" RYG
93 TRAFFIC SIGNAL, 12" RY GA
94 TRAFFIC StGNAL, 12" RYG, YA, GA
95 PEDESTRIAN SIGNAL, INTERNATIONAL, 12"
96 PEDESTRIAN PUSHBUTTON & SIGN
97 HANDHOLE 3.00
98 CONDUIT, 2" 521.00
99 TRAFFIC SIGNAL POLE, 40' BIG. ARM, 15'
100 TRAFFIC SIGNALPOLE, 45' SIG. ARM, 15'VID
101 TRAFFIC SIGNAL POLE, 75' BIG. ARM, 25' VID
102 TRF. SIG. POLE FOUNDATION INCLUDING RE
103 POWER CABLE, 2C/SGA
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 8PHASECONTROLLERW/PCABINET&FOL
110 VIDEO DETECTION SYSTEM, COMPLETE
111 ELECTRIC SERVICE
112 REMOVAL OF TRAFFtC BIGNAL EQUIPMENT
113 PiPE CATCH BASIN, 12" (UNDISTRIBUTED)
114 PIPE, PVC, SCHEDULE 40, 8" (UNDISTRIBUTE
115 INLET, C5
=116 Manhole, C-4, Drop
117 Reset Existing CMP for Delta Drainage 4.00
118 Pipe, Type2, Circular, 181N, 298.00
119 18 tN. Metal End Section
120 AdditionalSanitarylmprovements
121 Reconstruct Structure 87A
122 Reconstruct Structure to Grade 4.17
123 Cost of Structure Yffi7B, not installed
124 Delta Light Relocation
125 Encase Conduit at Structure #124
126 Pedistal Foundation, A
127 Pedistal and Base, 10 ~.
128 HMA BASE, 25.0 mm MAINLINE, C $90.75
129 HMABASE, 25,0mmMAINLINE 2838,04
130 HMAINTERMEDIATE, 19.0mrnMAINLINE 1754.71
131 HMA SURFACE, 9.5 mm MV, MAINLINE
132 BITUMINOUS MATERIAL FOR TACK COAT 29638.73
133 SIDEWALK, BITUMINOUS 283.08
134 INLETS, RELOCATE
135 TRAFFIC SIGNAL POLE, 50'SIG. ARM, 25'VIC
136 TRAFFIC SIGNAL POLE, 45' BIG, ARM, 25'
137 TRAFFIC SIGNAL POLE, 40' SIG. ARM, 25' VID
138 TRAFFIC SIGNAL POLE, 40' SiG. ARM, 20' VID
! 139 TRAFFIC SIGNAL POLE, 35' BIG. ARM, 25' VIr'
140 TRAFFIC SIGNAL POLE, 30' BIG. ARM, 25' VID
PROJECT
ESTIMATE NO. 12
9-21-00 through 10-25-00
LS 0.50 LS $85,650.00 $42,825,00
LS 0.30 LS $27,270.00 $8,181.00
EA EA $444.70
EA EA $452.84
EA EA $708.12
EA EA $459.35
EA EA $166.02
EA 3.00 EA $858.00 $21574.00 $2,574.00
LF 1141.00 LF $16.82 $8,763.22 $19,191,62
EA EA $5,884.82
EA EA $6.886.21
EA EA $13,073,25
CY CY $407.36
LF LF $2.66
LF LF $1.92
LF LF $2.97
LF LF $2.94
LF LF $3.32
LF LF $2.96
EA EA $13,676.65
EA EA $33,259.20
EA EA $531.25
LS LS $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 $1,600.00
LF 298.00 LF $19.00 $$,662.00 $5,662.00
EA EA $23642
LS 0.88 LS $52,000.00 $45,760.00
LS 1 .O0 LS $350.00 $350.00
LF 16.55 LF $525.00 $21189.25 $8,688.75
LS 1.00 LS $1,130.80 $1,130.80
LS 1.00 LS $3,694.00 $3,694.00
LS 1.00 LS $450.00 $450.00
EA EA $592.66
EA EA $617.68
TN 5485,05 TN $33.40 $19,731.08 $183,200.67
TN 15642.84 TN $28.31 $74,882.91 $442,848.80
TN 4469.56 TN $31.27 $$4,869.78 $139,763.14
TN TN $35.51
SY 39692.73 SY $0.15 $4,448.81 $5,953.91
TN 283.08 TN $40.17 $11~371.32 $11,371.32
LS 1.00 LS $1,888.24 $1,888.24
EA EA $14,076.18
EA EA $7,383.09
EA EA $7,205.85
EA EA $7,205.86
EA EA $6,653.69
EA EA $6,629.49
3of4
C:'carrnei\pENNSYL'v'~enn~-paye~.wt~3
4of4
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT fffi7-04
PROGRESS PAY ESTIMATE NO. 12
For work done during the period of:
141 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 I 4.00
142 MODIFICATION TO STORM STRUCTURES 1.00
143 MISC!cLLANEOUS SiTEWORK, MILLING/HAU
144 MANHOLE, REMOVEAND REPLACE STRUC'I
145 FLOWABLE FILL
146 CORED HOLE IN MANHOLE
147 KEYSI'ONE RETAINING WALL
9-21-00 through 10-25-00
EA 4.00 EA $1,908.51 $7,634.04 $7,634.04
LS 1.00 LS $1,045.00 $1,045.00 $1,045.00
1.00 LS 1.00 LS $930.00 $930.00 $930.00
1.00 EA 1,00 EA $3,200.00 $3,200.00 $3,200.00
18.00 CYS 18.00 CYS $50.00 $900.00 $900.00
EA EA $375.00
SFT ' SFT $18.13
$300,237.19 $2,470,433.21