HomeMy WebLinkAboutCC-12-04-00-01 Hazel Dell PaymtSponsored by: John Koven
Resolution No. CC- 12-04-00-01
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 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.
PASSED by the Common Council of the City of Carmel, Indiana this
oQ ~(JC~,/>~lx~ b ,2000, by a vote of 7 ayes and C) nays
r~esiding Office~NCI L OF
Robert Battreall
/'?/"~ day
THE CITY OF CARM
Diana L. Cordray, IAI~IC, Clerk-Treas er
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:
November 20, 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 )
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 ~'om the Construction Account.
CITY OF CARMEL REDEVELOPMENT
AUTIqORITY
BYKatZ4'~eZ2e,65p E{d.d~e'4'{'
City Engineer, City or' 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 Carreel, 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 oDI day of November, 2000
My Commission Expires:
residing in
Indiana
· Notary Public
County,
PAYEE
EXHIBIT A
PAYMENT REQUISITION NO. 132
AMOUNT CHARACTER OF EXPENDITURE
DUE
Trotter Construction
5851 E. 34th Street
Indianapolis, IN 46218
$302,324.97
Construction services in connection
with Pennsylvania Street.
11/20/00
CONSTRUCTION PROJECTINVOICE
DATE: November 17, 2000
COMPANY NAME:
AND ADDRESS
Trotter Construction, Inc.
5851 E 34~ 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.: 13
Construction pay items as per Progress Pay Estimate No. 13 as shown on the
attached invoice for work completed between the dates of October 26, 2000 and
November 14, 2000.
TOTAjL' PAY THIS ESTIMATE:
MINUS RETAINAGE:
TOTAL NOW DUE:
(-)
$302,324.97
$0.00
$302,324.97
Submitted by CrossRoad Engineers, PC
Date
Project Representative - printed name
I of 1
CITY OF CARMEL
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT b'97-04
PROGRESS PAY ESTIMATE NO. 13
For work done during the period of: 10-26-00 through
11-14-00
TOTALS AND PAY ESTIMATE CALCULATIONS
TOTAL PAY THIS ESTIMATE
$302,324.97
TOTAL PAY TO DATE
$2,772,758.17
DEDUCT 10% OF 50% OF CONTRACT FOR RETAINAGE
$197,669.85
DEDUCT PREVIOUS NET PAY ESTIMATES
$2,272,763.36
CrossRoad Engineers, PC
Inspeciing Firm
Contractor
NET PAY ESTIMATE NO. 13
Conffactor
By ~/Y/ J
$302,324.97
~ ~/~/~'~
Date
CITY OFCARMEL
PENNSYLVANIA STREETIMPROVEMENTPROJECT
PROJECT fffi7~4
1 of 4
PROGRESS PAY ESTIMATE NO, t3
For work done during the period of: 10-26-00 through
CITY OF CARMEL
11-14-00
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO. 13
For work done during the period of: 10-26-00 through
Item Desc~plion Quanti~ this Total QL~anffi'y Unit
No. Estimate ~o Date Pdce
17
18
19
20
21
22
23
24
25
26
27
1 CLEARING RIGHT OF WAY 0.10 LS 0.80 LS
2 CONCRETE CURB, REMOVE LFT 7519.00 LFT
3 CATCH BASIN, REMOVE EA 8.00 EA
4 SURFACE MILLING, BITUMINOUS SY 131.94 SY
5 PIPE, REMOVE LF 849.00 LF
6 EXCAVATION, COMMON CY 11691.25 CY
7 BORROW 84.00 CY 19054.12 CY
8 EXCAVATION, COMMON FOR DITCH GRADIk LS 1.00 LS
9 TEMP. EROSION & SEDIMENT CONTROL PE LF 5860.00 LF
10 TEMP. EROSION & SEDIMENT CONTROL. CL EA 1.00 EA
11 TEMP. EROSION & SEDIMENT CONTROL, DR EA EA
12 TEMP. EROSION & SEDIMENT CONTROL, CL EA 13.00 EA
13 B BORROW FOR STRUCTURE BACKFILL CY 7760.75 CY
14 COMPACTED AGG. FOR SHOULDER, O, SIZE TN TN
15 COMPACTED AGGREGATE FOR APPR., O, S 79.72 TN 1082.04
16 COMPACTED AGGREGATE FOR DRIVES, O, TN 381.52
HMA BASE, 25.0 mr~ MAiNELINE, D TN
HMA BASE, 25.0 mm MAINELINE, C TN
HMA BASE, 25.0 mm MAINELINE TN
HMA INTERMEDIATE, 19.0 mm MAINELINE TN
HMA SURFACE, 9.5 mm MV, MAINELINE TN
BITUMINOUS MATERIAL FOR TACT COAT SY
CURB RAMP, CONCRETE 19.65 SY 19,65
SIDEWALK, CONCRETE 693.33 SY 1321.39
SIDEWALK, BITUMINOUS TN
CURB, CONCRETE 375.28 LF 6214,29
CURB AND GUTTER. COMBINED 2349.50 LF 12196,60
28 CENTER CURB. CONCRETE. MODIFIED SY 611.17
29 BITUMINOUS MIXTURE FOR APPROACHES, TN 307.95
30 GEOTEXTILES SY
31 RIPRAP, REVETMENT 18 IN. TN
32 MOBILIZATION & DEMOBILIZATION FOR SEE EA
33 MULCHED SEEDING, R SY
34 SODDING SY 75.00
35 TREES, REPLANT EA 12.00
36 SANITARY SEWER SERVICE ADJUSTMENT LF 76.00
37 PIPE, RCP, 12 IN. 47.00 LF 2650.00
38 PtPE, RCP, 15 IN. LF 548.50
11-14..00
Total Pay
titis
To~t Pay
to Da~e
$68.796.59 $6,879.66 $55,037.27
$2.55 $19,173.45
$60.00 $480.00
$6,65 $877.40
$11.60 S9,848.40
$8.60 $100.544.75
$13.18 $1,107.12 $251.133.30
$16.126.96 $16.126.96
$1.70 $9,962,00
$66.00 $66,00
$66.00
$37.83 $491.79
$14.75 $114,471
$20.53
TN $23.47 $1,871.03 $25,395.48
TN $32,31 $12.326,91
TN $26.43
TN $31.52
TN $26.43
TN $29.13
TN $32.72
SY $0,14
SY $31.46 $618.19 $618.19
SY $24.22 $19,792.45 $32,004.07
TN $37.99
LF $10,68 $4,007.97 $66.368,62
LF $9.92 $23,307.04 $120,990.27
SY $73.76 $45,079,90
TN $74.45 $22,926.88
SY $3.96
TN $21.67
EA $660.00
SY $0.~4
SY $2.59 $194.25
EA $150.00 $1,800.00
LF $39.91 $3,033.16
LF $24.43 $1,148,21 $64,739.50
LF $25,64 $14,012.26
2d4
CITY OFCARMEL ..
PENNSYLVANIA STREET IMPROVEMENT PROJECT
P ROJ ECT ~97-04
PROGRESS PAY ESTIMATE
For work done during the period of:
39 PIPE. RCP, 18 IN.
40 PIPE, RCP, 21 IN.
41 PIPE, RCP, 24 IN.
42 PIPE, RCP, 27 IN.
43 PIPE. RCP, 30 IN.
44 PIPE, RCP, 33 IN.
45 PIPE, RCP. 42
PIPE, RCP, 54 IN.
47 P~PE,-GROUP K. 6
48 PIPE END SECTION, METAL, 12 IN.
49 PIPE END SECTION. METAL, 21 fN.
50 PIPE END SECTION, METAL, 33 IN.
51 PiPE END SEdTION, METAL. 53
52 PIPE, PVC, 6 IN., SCHEDULE 40
53 PiPE END SECTION REINSTALL
54 AGGREGATE FOR UNDERDRAINS, 8
55 GEOTEXTILBS FOR UNOERDRAJN
56 RING AND COVER, 4
57 INLET, E7
58 PIPE, PLUG EXISTING
59 PIPE HOLE IN EXISTING STRUCTURE, PLUG
60 CASTING, ADJUST TO GRADE
61 INLET, H5
N0.13
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, ~IIA
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 LINE, THERMOPLASTIC, SOLID WHITE, 4"
79 TRANSVERSE MARKINGS, THERMO. CROSS
80 LINE, THERMOPLASTIC, BROKEN YELLOW, ,
81 LINE, THERMOPLASTIC, SOUD 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, 4"
87 FIELD OFFICE, 550 SQ FT.
88 MAINTAINING TRAFFIC
89 CONSTRUCTION ENGINEERING
10-26-00 through 11-14-00
LF 189.00 L~ $28.11 $5.312.79
LF 916.00 LF $38.04 $34,844.64
LF 1253.50 LF $45.08 $56,507.78
LF 933.50 LF $53.14 $49.606.19
LF 677,00 LF $54.02 $36.571 .$4
LF 1114.00 LF $61.11 $68,076.54
LF 28.00 LF $96.36 $2,698.08
LF 34,50 LF $98.86 $3,410.67
LF 7497.50 LF $3.28 $24,591.80
BA EA $154.86
BA BA $236.42
BA EA $378.47
EA EA $1.744.02
31.00 LF 18692Q LF $10.40 $222.40 $19,439.68
EA EA $75.61
CY 420.31 CY $23.10 $9.709.16
SY 1524,62 SY $1.10 $1,677.08
EA EA $335.00
EA 200 EA $793.88 $1.587.76
EA BA $72.25
EA 2.00 EA $145.52 $291.04
EA 8.00 EA $235.00 $1,880.00
EA 1.00 EA $I ,422.72 $1,422.72
EA 1.00 EA $2,973.40 $2.973.40
E.A EA $1,986.52
EA 3.00 EA $5,264.01 $15.792.03
EA 1,00 EA $5,285.80 $5285.80
EA 26.00 BA $2.655.73 $69,048.98
1.00 EA 32.00 EA $1.477.88 $1,477.88 $47292.16
EA 18,00 EA $1,477.88 $26,601.84
EA 2.00 EA $I ,372.03 $2.744.06
EA EA $65.75
BA 13.00 EA $212.10 $2.757.30
EA 5.00 EA $477.23 $2,386.15
EA EA $37.12
EA 2500 EA $132.56 $3.314.00
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
1.00 MOS 11,75 MOS $410,00 $410.00 $4.817.50
0.10 LS 0.80 LS $30.795.00 $3,079.S0 $24,636.00
0.10 LS 0.80 LS $108,125.00 $10,812.S0 $86.500.00
3of4
CITY OF CARMEL ..
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT il97-04
PROGRESS PAY ESTIMATE NO. 13
For work done during the period of:
90 MOBILIZATION & DEMOB[IjZATION 0.20 LS
91 MATERIAL TESTING 0.10 LS
92 TRAFFIC SIGNAL, 12" RYG EA
93 TRAFFIC SIGNAL, 12" RY GA EA
94 TRAFFIC SIGNAL. 12" RYG, YA, GA EA
95 PEDESTRIAN SIGNAL, INTERNATIONAL, 12" EA
96 PEDESTRIAN PUSHBU'I'FON & SIGN EA
97 HANDHOLE 6.00 EA
98 CONDUIT, 2" 472.00 LP
99 TRAFFIC SIGNAL POLE, 40' SIG. ARM, 15' VIE EA
100 TRAFFIC SIGNAL POLE, 45'SIG. ARM, 15'VIC EA
101 TRAFFIC SIGNAL POLE, 75' SIG. ARM, 25' V}E EA
102 TRF. SIG. POLE FOUNDA'RON INCLUDING RE CY
103 POWER CABLE, 2CJ8GA LF
104 POWER CABLE, 3C114GA 3126.00 LF
105 POWER CABLE, 5CI14GA 1623.00 LF
106 POWER CABLE, 7C/14GA LF
107 POWER CABLE, 11C/14GA 1603.00 LF
108 VIDEO CAMERA CABLE, CX 1603.00 LF
109 8 PHASE CONTROLLER W/P CABINET & FOL 2.00 EA
110 VIDEO DETECTION SYSTEM, COMPLETE EA
111 ELECTRIC SERVICE EA
112 REMOVAL OF TRAFFIC SIGNAL EQUIPMENT LS
113 PIPE CATCH BASIN, 12" (UNDISTRIBUTED) EA
114 RPE, PVC, SCHEDULE 40, 8' {UNDISTRIBUTE LF
115 INLET, C5 EA
116 Manhole, C-4, Drop EA
117 Reset Existing CMP for Delta Drainage EA
118 Pipe, Type 2, Circu!ar, 18 IN, LF
119 18 IN. Metal End Seaion EA
120 Additional Sanita~/Improvements 0.12 LS
121 Reconst~ct St~4cture 87A LS
122 Recorts~uctSt~JcturetoGrade 2.00 LF
123 CostofSlructure#87B, not installed LS
124 DeitaLightRetocatjon LS
125 EncaseConduitatStructure/~124 LS
126 Pedistal Foundation, A EA
127 Pedistal and Base, 10 tic. EA
128 HMA BASE, 25.0 mm MAINLINE, C 360,20 TN
129 HMABASE, 25.0 mm MAINLINE 1467.06 TN
130 HMA iNTERMEDIATE, 19.0 mm MAINLINE 2293.06 TN
131 HMA SURFACE, 9.5 mm MV, MAINLINE TN
132 BITUMINOUS MATERIAL FOR TACK COAT 2/792.00 SY
133 SIDEWALK, BITUMINOUS TN
134 iNLETS. RELOCATE LS
135 TRAFFICSIGNALPOLE. 50'SIG. ARM, 25'VIC EA
136 TRAFFIC SIGNAL POLE, 45'SIG. ARM, 25'VIn EA
137 TRAFFIC SIGNAL POLE, 40' SIG. ARM, 25' VIE EA
138 TRAFFIC SIGNAL POLE, 40*SIG. ARM, 20'VIE EA
139 TRAFFIC SIGNAL pOLE, 35'SIG. ARM, 25'VID EA
140 TRAFFIC SIGNAL POLE, 30'SIG. ARM, 25'VID EA
10-26-00 through 11-14-00
0.70 LS $85,650.00 $17,130.00 $59,955.00
0.40 LS $27270.00 $2,727.00 $10,908.00
EA $444.70
EA $452.84
EA $708.12
EA $459.35
EA $166.02
8,00 EA $858.00 $4,260.00 $6,864.00
1613.00 LF $16.82 $7,639.04 $27,130.66
EA $5,884.82
EA $6,886.21
EA $13,073.25
CY $407.36
LF $2.66
3126.00 LF $1.92 $6,001.62 $6,001.92
1523.00 LF $2.97 $4,523.31 $4,523.31
LF $2.94
1603.00 LF $3.32 $6,321.66 $5,321.96
1603.00 L~ $2.96 $4,744.$8 $4.744.88
2.00 EA $13,676.65 $27,353.30 $27,353.30
EA $33259.20
EA $531.25
LS $2,181.94
EA $425.00
LF $11.55
EA $1,550.00
I .O0 EA $3,946.00 $3.946.00
4.00 EA $400.00 $1,600.00
298.00 LF $19.00 $5.662.00
EA $236.42
1.00 LS $52,000.00 $6,240.00 $52,000.00
1 .O0 LS $350,00 $350.00
18.55 LF $525.00 $1,050.00 $9,738.75
1.00 LS $1.130.80 $1,130.80
1.00 LS $3,694.00 $3.694.00
1.0O LS $450.00 $450.00
EA $592.66
EA $617.68
5845.25 TN $33.40 $12~030.68 $195,231.35
17109.89 TN $28.31 $41,532.16 $484,380.99
6762.61 TN $31.27 $71,703.67 $211,466.81
TN $35.51
67484.73 SY $0.15 $4~168.80 $10,122.71
283.08 TN $40.17 $11,371.32
1,00 LS $1,888.24 $1,888.24
EA $14,076.18
EA $7,383.09
EA $7,205.85
EA $7,205.86
EA $6,953.69
F_.A $6 ,$29,49
4of4
CITY OF CARMEL -,
PENNSYLVANIA STREET IMPROVEMENT PROJECT
PROJECT #97-04
PROGRESS PAY ESTIMATE NO. 13
For work done during the period of:
· 141 SIGNAL SUPPORT FOUNDATION, 3 FT. X 121 7.00
I 142 MODIFICATION TO STORM STRUCTURES
143 MISCELLANEOUS SITEWORK, MILLJNG/HAU
14-4 MANHOLE, REMOVE AND REPLACE STRUC'I
145 FLOWABLE FILL
146 CORED HOLE IN MANHOLE 1.00
147 KEYSTONE RETAINING WALL
10-26-00 ~rough 11-14-00
EA 11.00 EA $1,908.51 $13,359.5'/'
LS 1.00 LS $1,045.00
LS 1.00 LS $930.00
EA 1.00 EA $3~:00.00
CYS 18.00 CYS $50.00
EA 1.00 EA $375.00 $375,00
SFT SFT $18.13
$20,993.61
$1,045,00
$930.00
$3,200.00
$900.00
$375.00
$302,324.97 $2,T/'2,758.17