HomeMy WebLinkAboutCC-10-19-98-01 Hazel Dell PaymtResolution No. CC- 10-19-98-01
A RESOLUTION OF THE COMMON COUNCIl, OF THE CITY OF CARMEL,
INDIANA APPROVING PAYMENT OF CONSTRUCTION COSTS FOR HAZEL
DELL PARKWAY
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 Cemral
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 Carmel, Indiana this /
of ,ADc¢o~,c~ ,1998, by a vote of ~'7 ayes and ~ nays.
day
/~i~O CO~~N ~OU~C OF THE CITY OF CARMEL, INDIANA
/, ,'
,
ame ' '
aaer .
ATTES ·
Diana ,~S C~rdray, Clef
Presented by me to the Mayor of the City of Camel, Indiana the
~ (. ~22d-~c/~_ ,1998.
/ q/~ day of
Diana L. Cordray, Clerk-Treasurer ~4/
Approved by me, Mayor of the City of Carreel, Indiana, this /57 7z~ day of
c,~?qc,~'-c,-'L. ,1998.
rain , Mayor
ATTEST:
Diana L. Cordray,
EXHIBIT A
PAYMENT REQUISITION NO. 29
o
PAYEE
Sundown Gardens, Inc.
13400 Old Meridian St.
Carmel, IN 46032
Milestone Contractors LP
P.O. Box 421450
5950 S. Belmont Ave.
Indianapolis, IN 46242-1459
$ 35,425.66
$360,277.83
CHARACTER OF EXPENDITURE
Landscaping for Hazel Dell Parkway.
Construction costs in connection
with Hazel Dell Parkway.
10/09/98
CONSTRUCTION PROJECT INVOICE
Date: 10/9/98
Name of Company:
Address & Zig:
Milestone Contractors LP
Milcstonc Contractors LP
P.O. Box 421450
5950 S. Belmont Ave.
Indianapolis, IN 46242-1459
Telephone No.: (317) - 788 - 1040
(317)- 788 - 1098
Project Name: Hazel Dell Parkway
Invoice No.: 018
Construction pay items as per PROGRESS ESTIMATE ~018 as shown on the attached invoice dated
10/8/98.
Submitted by American Consulting Engineera, Inc.
Print Name
Project Name: HAZEL DELL PARKWAY
Project No.: ~T-OZ
Invoice No.: 018
Period: 9/16/98 Thru 9/30/98
ROAD ................................................................. $
STRUCTURE NO. 1
STRUCTURE NO. 2
STRUCTURE NO. 3
(Blue Woods Cre~ Bridge) ............................
(Cool Creek Bridge) ...................................
(Mitchener Ditch) ....................................
BILLING THIS ESTIMATE $
LESS KETAINAGE PROGRESS ESTIMATE
DUE THIS ESTIMATE $
Page 1 of 5
400,308.70
0.00
0.00
0.00
400,308.70
40,030.87
360,277.83
DATE: 10/08/98
CONTRACT: -97525
ESTIMATE: 018
PROJECT: ROAD
PERIOD: 9/16/98
PO NO.:
LETTING: 8/06/97
THRU 9/30/98
CITY OF CANNEL
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0002 EXCAVATION, COMMON 2,734.0000 CYS 3.25000 8,885.50
0010 B BORROW 5.2000 CYS 16.00000 83.20
O012 COMP. AUG. FOR BASE, O, SIZE NO. 53 {45.3600 TON 13.01000 5,794.13
0016 BITUMINOUS BASE 5, MV 1,674.2700 TON 20.35000 34,O71.39
0018 BITUMINOUS BINDER 8, MV 1,306.4400 TON 21.12000 27,592.01
0027 SIDEWALK, CONCRETE, { IN. 17.5100 SYS 20.00000 350.20
0028 COLORED AND PATTERNED CONCRETE 223.5400 SYS 20.00000 4,470.80
0029 CURB AND GUTTER, CONCRETE 5,819.3000 LFT 5.86000 34,101.10
0032 CEMENT CONC. PAVE. FOR DRIVE., 6IN. 511.7600 SYS 2{.87000 12,727.47
0055 PIPE, REINFORCED CONCRETE, 12 IN. 208.1000 LFT 19.74000 4,107.89
0059 PIPE, GROUP K, 6 IN. 2,~55.0000 LFT 2.12000 4,568.60
0068 AGGREGATE FOR UNDERDRAINS 180.1100 CYS 21.68000 3,90{.78
0070 PIPE, PVC OUTLET, SCHEDULE {O, 6IN. 50.0000 LFT 12.39000 6~9.50
0071 CASTING, ADJUST TO GRADE 3.0000 EACH 241.13000 723.39
0075 INLET, JlO 2.0000 EACH 850.89000 1,701.78
OO81 CATCH BASIN, KiO 1.0000 EACH 945.20000 945.20
0088 ROAD CLOSURE SIGN ASSEMBLY 9.0000 EACH 928.95000 8,360.55
0089 BARRICADE, IlIA 10.0000 EACH 314.81000 3,148.10
0090 BARRICADE, IIIB 17.0000 EACH 335.45000 5,702.65
0092 CONSTRUCTION SIGN, A 6.0000 EACH 278.68000 1,672.08
0093 TEMPORARY PAVEMENT MARKING, 948.0000 LFT 1.O3OO0 976.44
I, YELLOW, { IN.
0096 SHEET SIGNS, ENCLOSED LENS 6.0000 SFT 13.O9000 78.54
WITH LEGEND, 0.100 IN. THICKNESS
0097 SIGN, SHEET, ENCAPSULATED LENS 27.7200 SFT 17.21000 477.06
WITH LEGEND (0.100 IN. THICKNESS
DATE: 10/08/98
CONTRACT: -97525
ESTIMATE: 018
PROJECT: ROAD
PERIOD: 9/16/98
PO NO.:
LETTING: 8/06/97
THRU 9/30/98
CITY OF CANNEL
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 2
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OE CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0098 SIGN POST, A 44.0000 LET 5.67000 249.{8
0099 SIGN POST, B 104.0000 LET 5.78000 601.12
0122 POLE CIRCUIT CABLE, 1C NO. 10 720.0000 LET .75000 5{0.00
STRANDED COPPER
0123 CONNECTOR KIT, UNFUSED 8.0000 EACH 34.23000 273.84
0124 CONNECTOR KIT, FUSED 8.0000 EACH 34.73000 277.84
0125 MULTIPLE COMPRESSION FITTING, 12.0000 EACH 18.66000 223.92
NOT WATERPROOFED
0126 INSULATING LINK, NOT WATERPROOFED 16.0000 EACH i7.46000 279.36
0128 WIRE, NO. { COPPER IN PLASTIC DUCT, 407.0000 LET 10.82000
IN TRENCH, { 1/C
0129 WIRE., NO. { COPPER IN PLASTIC DUCT, 200.0000 LET 10.82000 2,164.00
IN CONDUIT, 4 1/C
O131 CONCRETE FOUNDATION WITH GROUNDING, 1.0000 EACH 700.89000 700.89
30 IN. X 30 IN. X 96 IN.
O142 FIELD OFFICE, 550 SQ FT. 1.0000 MOS 1,448.10000 1,448.10
0143 MAINTAINING TRAFFIC .1000 LSUM 72,786.09000 7,273.61
0144 CONSTRUCTION ENGINEERING .0800 LSUM 237,397.10000 18,991.77
0146 CPM SCHEDULING .10OO LSUM 1,071.65000 107.17
O147 MATERIAL TESTING .0500 LSUM 22,707.55000 1,135.38
0220 COMPACTED AGGREGATE FOR BASE -5,501.1400 TON 8.81000 (48,465.04)
SIZE NO. 53
0224 WASTE EXCESS COMMON EXCAVATION 1,582.0000 CYS 6.25000 9,887.50
0234 LIGHT POLE, 40' EMH, 10' MAST ARM, 8.0000 EACH 1,771.76000 14,174.08
BREAKAWAY BASE, PAINTED BLACK.
N 0244 REMOVE SIGNAL POLES 1.0000 LSUM 1,699.37OOO 1,699.37
0255 6" PVC IRRIGATION SLEEVES 751.0000 LFT 11.62000 8,726.62
DATE: 10/08/98
CONTRACT: -97525
ESTIMATE: O18
PROJECT: ROAD
PERIOD: 9/16/98
PO NO.:
LETTING: 8/06/97
THRU 9/30/98
CITY OF CANNEL
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 3
DAN GRESKANP
ANERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
N 0256 GEOTEXTILES, EXTRA THICK 500.0000 SYS 2.00000 1,000.00
N 0258 MANHOLE CORING FOR MOFFIT DRAIN 1.0000 LSUM 1,479.00000 1,¢79.00
N 0259 PETROMAT FABRIC 13,760.0000 SYS 1.32000 18,163.20
0260 BITUMINOUS BINDER 8, LV 155.4400 TON 27.11000 4,213.98
N 0262 MOBILIZATION AND DEMOBILIZATION 1.0000 LSUM 3,685.00000 3,685.00
FOR CLEARING
N 0263 CORING HOLES FOR UNDERDRAIN 1.0000 LSUM 1~3.75000 1~3.75
STR. #425A
N 026{ 'ONEWAY' SIGNS 6.0000 EACH 70.00000 420.00
0265 COMMERCIAL STONE NO. 53 FOR 7,847.5600 TON 10.10000 79,260.36
MULTI-USE PATH
N 0270 CURB REMOVAL AT 126TH STREET .- 150.0000 LFT {.83000 724.50
N 0271 RESET STRINGLINE FOR WIDENING 4,600.0000 LFT .54000 2 484.00
0272 5 IN. COMMERCIAL STONE FOR WIDENING 751.3200 TON 10.48000 7 873.83
N 0273 3 IN. {53 TYPE O STONE 995.2100 TON ~4.39000 14,321.07
N 0274 BITUMINOUS BASE 5D, MV FOR WIDENING 968.1100 TON 26.46000 25,616.19
N 0275 BITUMINOUS BASE 8C, MV FOR WIDENING 300.1300 TON 33.12000 9.940.31
N 0276 NO. 5 BASE, TWO LIFTS FOR WIDENING 767.9200 TON 26.50000 20,349.88
N 0278 SUBGRADE TESTING FOR WIDENING 1.0000 LSUM 880.00000 880.00
N 0279 CONSTRUCTION ENGINEERING 1.OOOO LSUM 7,700.00000 7,700.00
FOR WIDENING
N 0280 6 IN. PVC SDR35 SLEEVES 2~0.0000 LET 13.31000 3,194.40
FOR WIDENING
N O281 TRAFFIC MAINTENANCE FOR MILLING 1.0000 LSUM 1,150.00000 1,150.00
N 0285 SPECIAL FOUNDATION 2.0000 EACH 3,317.06000 6,634.12
N 0287 CORE HOLES FOR GUARDRAIL 1.0000 LSUM 1,320.00000 1,320.00
DATE: 10/08/98
CONTRACT: -97525
ESTIMATE: 018
PROJECT: ROAD
PERIOD: 9/16/98
PO NO.:
LETTING: 8/06/97
THRU 9/30/98
CITY OF CARMEL
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P,
Page
DAM GRESKAMP
AMERICAM CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN'
ITEM ITEMS OF CONTRACT QUAMTITY UNIT UNIT PRICE EXTENSION
400,308.70
LIQUIDATED DAMAGES OTHER DEDUCTIONS
PURSUAMT TO THE PROVISION AMD PENALTIES OF IC 1971 5-11-10 I HEREBY CENTtRY THAT THE FOREGOING ACCOUNT IS JUST AMD CORRECT, THAT
THE AMOUNT CLAIMED IS LEGALLY DUE, AFTER ALLOWING ALL JUST CREDITS, AMD THAT NO PART OF THE SAME HAS BEEN PAID.
PER PLUS, SPECIFICATIONS, AND/OR SPECIAL PROVISIONS, THE FOLLOWING CONDITIONS APPLY ON THIS ESTIMATE. ERECTION OF BARRICADES
YES NO , ERECTION OF DETOUR SIGNS YES NO , CURING OF CONCRETE YES NO , MAINTENAMCE OF T~I~PORARY RUNAROUNDS YES NO
PREPARATION OF PAYROLLS YES NO , BASED ON FOREGOING CONDITIONS THIS ESTIMATE (SHOULD)(X~ULD NOT)BE DELAYED.
PROJECT 'ENGINEER
DATE DISTRICT DATE
OPERATIONS SUPPORT
DATE
CONSTRUCTION PROJECT INVOICE
· Date: 9/23/98
Name of Company:
Address & Zip:
Sundown Gardens
Sundown Gardens, Inc.
13400 Old Merdian St
Cannel, IN 46032
Telephone No.: (317) - 846-0620
Project Name: Hazel Dell Parkway Landscaping
Invoice No.: 005
Construction pay items as per PROGRESS ESTIMATE/K)05 as shown on the attached invoice dated
9/23/98.
Submitted by American Consulting Engineers, Inc.
Resident Project Representative~~'fl
Print Name
Project Name: HAZEL DELL PARKWAY LANDSCAPING
Project No.: 97-08
Invoie~ No.: 005
Period: 8/27/98 Thru 9/23/98
LANDSCAPE .............................................................. $ 39,361.84
BILLING THIS ESTIMATE
LESS RETAINAGE PROGRESS ESTIMATE
$ 39,361.8~4'
3,936.18
$ 35,425.66
DATE: 9/2{/98 CITY OF CANNEL
CONTRACT: -97526 PROGRESS ESTINATE
ESTIMATE: 005
PRO~ECT: LANDSCAPE
PERIOD: 8/27/98 THRU 9/23/98 CONTRACTOR
PO NO.: SUNDOWN GARDENS
LETTING: :12/17/97
Page 1
· DAN:GRESKANP.
-ANERICAN CONSULTING ENGINEERS, INC.
4165.'MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0001 PINUS NIGRA 86.0000 EACH 148.28000 12,752.08
0002 PICEA ABIES 112.0000 EACH 150.97000 = 16,908.6{
00¢0 SEEDLING(PROTECTIVE TUBE, 1,408.0000 EACH. 6.89000 9,701.12
.... FERTILIZEIi,-WEEDBAIIRIEIt~,~.
AND STAKES
DATE: 9/24/98 CITY OF CANNEL
CONTRACT: -97526 PROGRESS ESTIMATE
ESTIMATE: 005
PROJECT: LANDSCAPE '
PERIOD: 8/27/98 THRU 9/23/98 CONTRACTOR 4165 MILLERSVILLE RD.
PO NO,: ................ - ........... ........SUNDOWN GARDENS- .....~ ........... ...........................INDPLS,, IN ......
LETTING: 12/17/97
ITEM ITEMS
QUANTITY ......UNIT,,-~ ...........UNIT-PRICE .....................EXTENSION~
LIQUIDATED DAMAGES
OTHER DEDUCTIONS
PURSUANT TO THE PROVISION AND. PENALTIES OF IC 1971 5-11-10 I HEREBY CERTIFY THAT THE FOREGOING ACCOUNT IS JUST AND. CORRECT, THAT
THE AMOUNT CLA NED IS LEGALLY DUE AFq'E ALLOWING ALL JUST CREDITS, AND T AT NO PART OF THE SAME HAS BEEN PAID.
CTOR E"
PER PLANS, SPECIFICATIONS, AND/OR SPECIAL PROVISIONS, THE FOLLOWING CONDITIONS APPLY ON THIS ESTIMATE. ERECTION OF BARRICADES
YES NO , ERECTION OF DETOUR SIGNS YES NO , CURING OF CONCRETE YES NO , MAINTENANCE OF TEMPORARY RUNAROUNDS YES NO ,
PREPARATION OF PAYROLLS YES NO , BASED ON 'FOREGOING CONDITIONS THIS ESTIMATE-{SHOULB) ~HOULB NO~ BE DELAYED.
DATE
DISTRICT ................... DATE
OPERATIONS SUPPORT DATE