HomeMy WebLinkAboutCC-09-28-98-03 Hazel Dell PaymtResolution No. CC-09-28-98-03
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 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
of-~j5:~--4,~ ~,-~ ~w , 1998, by a vote of- ~ ayes and C~ nays.
COMMON Ci~)UNCIL OF THE CITY OF CARMEL, INDIANA
Officer ~ ' ~' B ~~'~ ~ '
Carter ~ )
day
Luci Snyder
Billy L. Walker
Diana L. Cordray, Clerk
Presented by me to the Mayor of the City of Carmel, Indiana the fl ~/' day of
~ 5.,-_ ~ Lr-7~",-~ '~ 1998.
Diana L. Cordray, ~~
Approved by me, Mayor of the City of Carmel, Indiana, t~s ;~9[/' day of . ~8~L~ ~_~4 , 1998.
'a~es Brainard, May~r'
ATTEST:
Diana L. Cordray, rer
EXHIBIT A
PAYMENT REQUISITION NO. 28
PAYEE
Milestone Contractors
P.O. Box 421450
5950 S. Belmont Ave.
Indianapolis, IN 46242-1459
AMOUNT
DUE
$356,632.33
CHARACTER OF EXPENDITURE
Construction costs in connection
with Hazel Dell Parkway.
o9/22/98
CONSTRUCTION PROJECT INVOICE
Date: 9/21/98
Name of Company: Milestone Contractors LP
Address & Zip:
Milestone Contractors LP
P.O. Box 421450
5950 S. Belmont Ave.
Indianapolis, IN 46242-1459
Telephone No.: (317) - 788 - 1040
Fax No.:
(317) - 7ss - 1098
Project Name: Hazel Dell Parkway
Invoice No.: 017
Construction pay items as per PROGRESS ESTIMATE #017 as shown on the attached invoice dated ..
........ ~ .......
9/18/98 ................ ..:
Submitted by American Consulting Engineers, Inc.
R ' d~Represen~~~tve'~~~/
Print Name
Project Name: HAZEL DELL PARKWAY
Project No.: 97-02
Invoie~ No.: 017
Period: 9/01/98 Thru 9/15/98'
STRUCTURE NO. 1 (Blue Woods Creek Bridge) ............................
STRUCTURE NO. 2- (Cool Creek Bridge) ..................... - ..............
STRUCTURE NO. 3 (Mitehener Ditch) ...................... . ........~ ......
~'age s of ~,
392,499.35
$3,758.80
0.00
0,00 :..,.
BILLING THIS ESTIMATE $ 396,258.15
LESS RETAINAGE ,PROGRESS ESTIMATE .... ~ 39,625.82.',."..~.
DUE THIS ESTIMATE.- $ 356,632.33
DATE: 9/18/98 CITY OF CANNEL
CONTRACT: -97525 PROGRESS ESTIMATE
ESTIMATE: 0t7
PROJECT: ROAD
PERIOD: 9/01/98 THRU 9/15/98 CONTRACTOR
PO NO.: MILESTONE CONTRACTORS, L.P.
LETTING: 8/06/97
ITEM ITEMS OF CONTRACT
Page 1
DAN GRESKAMP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE
INDPLS., IN
QUANTITY UNIT UNIT PRICE EXTENSION
0002 EXCAVATION, COMMON 62.0000 CYS 3.25000 201.50
0010 B BORROW 49.9900 CYS 16.00000 799.84
0016 BITUMINOUS BASE 5, MV 3,186.9200 TON 20.35000 64,853.82
O017 BITUMINOUS BINDER 8, LV -2,262.6500 TON 24.42000 (55,253.91)
0018 BITUMINOUS BINDER 8, MV 200.2700 TON 21.12000 4,229.70
O019 BITUMINOUS BASE, 5D, MV 1,707.4700 TON 20.04000 34,217.70
0020 BITUMINOUS SURFACE I1, LV -1,179.6600 TON 31.00000 (36,569.46)
0023 BITUMINOUS MATERIAL FOR TACK COAT 12.7600 TON 142.05000 1,812.56
0029 CURB AND GUTTER, CONCRETE 10,579.0000 LFT 5.86000 61,992.94
0031 BITUMINOUS MIX. FOR APPROACHES, MV 75.1100 TON 34.25000 2,572.52
0032 CEMENT CORC. PAVE. FOR DRIVE., 6IN. 29.7700 SYS 24.87000 740.38
0038 MULCHED SEEDING, R 8,385.0000 SYS .36000 3,018.60
0046 PIPE, REINFORCED CONCRETE, 30 IN. 148.0000 LFT 33.15000 4,906.20
0055 PIPE, REINFORCED CONCRETE, 12 IN. 121.00OO LFT 19.74000 2,388.54
0067 PIPE, REINFORCED CONCRETE, 15 IN. 116.0000 LFT 19.83000 2,300.28
0068 AGGREGATE FOR UNDERDRAINS 154.7700 CYS 21.68000 3,355.41
0072 MANHOLE, ADJUST TO GRADE 2.8000 LFT 264.56000 740.77
0075 INLET, JlO 5.0000 EACH 850.89000 4,254.45
0076 INLET, MI0 1.0000 EACH 866.97000 866.97
0080 CATCH BASIN, E7 1.0000 EACH 692.29000 692.29
0082 MANHOLE, C4 1.0000 EACH 1,079.15000 1,079.15
0085 MANHOLE, K4 1.0000 EACH 2,686.63000 2,686.63
0086 MANHOLE, J4 2.0000 EACH 1,891.47000 3,782.94
0095 SIGN, SHEET, ENCLOSED LENS 6.2500 SFT 1.01000 6.31
WITH LEGEND (0.080 IN. THICKNESS)
DATE: 9/i8/98
CONTRACT: -97525
ESTIMATE: 017
PROJECT: ROAD
PERIOD: 9/01/98
PO NO.:
LETTING: 8/06/97
THRU 9/15/98
CITY OF CARMEL
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 2
DAN GRESKAMP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MiLLERSViLLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNiT PRICE EXTENSION
0097 SIGN, SHEET, ENCAPSULATED LENS 72.0000 SFT 17.21000 1,239.12
WITH LEGEND (0.100 IN. THICKNESS
0098 SIGN POST, A 169.0000 LFT 5.67000 958.23
0099 SIGN POST, B 84.0000 LFT 5.78000 485.52
0103 CONDUIT, STEEL, GALVANIZED, 2 IN. 16.0000 LFT 12.17000 194.72
0121 SERVICE POINT, II 2.0000 EACH 3,262.12000 6,524.24
0128 WIRE, NO. 4 COPPER IN PLASTIC DUCT, 354.5000 LFT 10.82000 3,835.69
IN TRENCH, 4 1/C
O129 WIRE, NO. 4 COPPER IN PLASTIC DUCT, 210.0OO0 LFT 10.82000 2,272.20
IN CONDUIT, 4 1/C
0131 CONCRETE FOUNDATION WITH GROUNDING, 7.0000 EACH 700.89000 4,906.23
30 IN. X 30 IN. X 96 IN.
0219 BITUMINOUS BASE 8C, MV 751.1300 TON 24.38000 18,312.55
0220 COMPACTED AGGREGATE FOR BASE 2,997.8600 TON 8.81000 26,411.15
SIZE NO. 53
0222 LIME STABILIZATION 10,500.0000 SYS 2.97000 31,185.00
0223 PAVEMENT MILLING, BITUMINOUS 4,533.0000 SYS 1.62000 7,343.46
O22~ WASTE EXCESS COMMON EXCAVATION 1,872.0000 CYS 6.25000 11,700.00
0235 21N. STEEL CONDUIT. 410.0000 LFT 19.29000 7,908.90
0250 12' SAWCUTTING 1,391.0000 LFT 1.58000 2,197.78
0255 6' PVC IRRIGATION SLEEVES 246.0000 LFT 11.62000 2,858.52
0260 BITUMINOUS BINDER 8, LV 3,147.0200 TON 27.11000 85,315.71
O261 BITUMINOUS SURFACE 11, LV 1,179.66OO TON 34.70000 40,934.20
0265 COMMERCIAL STONE NO. 53 FOR 2,796.0400 TO~ 10.I0000 28,240.00
MULTI-USE PATH
DATE: 9/18/98 CITY OF CAMEL
CONTRACT: -97525 PROGRESS ESTIMATE
ESTIMATE: O17
PROJECT: ROAD
PERIOD: 9/01/98 THRU 9/15/98 CONTRACTOR
PO NO.: MILESTONE CONTRACTORS, L.P.
LETTING: 8/06/97
Page 3
DAN GRESKAMP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
392,499.35
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 CLAIMED IS LEGALLY DUE, AFTER ALLOWING ALL JUST CREDITS, AND THAT NO PART OF THE SAME HAS BEEN PAID.
CONTRACTOR DATE
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(SHOULD) {SHOULD NOW BE DELAYED.
PROJECT ENGINEER
DATE
DISTRICT DATE
OPERATIONS SUPPORT DATE
DATE: 9/15/98 CITY OF CANNEL Page
CONTRACT: -97525 PROGRESS ESTIMA?E
ESTIMATE: 017 8AN GRESKAMP
PROJECT: STRUCTURE 1 kMERICAN CONSULTING ENGINEERS,'tNC.
PERIOD: 9/O1/98 TRRU 9/15/98 CONTRACTOR 4165 MILLERSVILLE RD.
PO NO.: MILESTONE CONTRACTORS, L.P. INDPLS., IN
LETTING: 8/06/97
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
O148 EXCAVATION, WATERWAY 1t3.00OO CY~~ 5.00000 565.00
0149 B BORROW FOR STRUCTURE BACKFiLL 20.4000 CYS SO.OO000 6i2.00
O150 COMPACTED AGGREGATE FOR BASE, O, 21.6300 TON 20.00000 432.60
SIZE NO. 53
O~51 CEMENT CONCRETE PAVEMENT, -.5000 SYS 40.00000 (20.O0)
REINFORCED, 10 IN.
O152 CURB, INTEGRAL, CONCRETE -1.7000 LFT 15.O0000 (25.50)
O153 GEOTEXTILES 150.O000 SYS 2.50000 375.00
0162 CONCRETE, C, RAILING .3300 LFT 130.00000 42.90
O167 PIPE, UNDERDRAIN, CORRUGATED 12.OO00 LFT 4.00000 48.00
PLASTIC, PERFORATED, 6 IN.
0503 COLORED A/rD PATTERNED CONCRETE -11.3000 SYS 24.00000 -~ (271.20)
0504 SILT BASIN .5000 LSUM 4,000.00000 2,000.00
DATE: 9/18/98 CITY OF CANNEL
CONTRACT: -97525 PROGRESS ESTIMATE
ESTIMATE: 017
PROJECT: STRUCTURE 1
PERIOD: 9/01/98 THRU 9/15/98 CONTRACTOR
PO NO.: MILESTONE CONTRACTORS, L.P.
LETTING: 8/06/97
Page 2
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 M!LLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUaNTiTY UNIT UNIT PRICE EXTENSION
3,758.80
LIQUIDATED DAMAGES OTHER DEDUCTIONS
PURSUANT TO THE PROVISION A/qD PENALTIES OF IC 1971 5-11-10 I HEREBY CERTIFY THAT THE FOREGOING ACCOUNT IS JUST AND CORRECT, THAT
THE AMOUNT CLAIMED IS LEGALLY DUE, AFTER ALLOWING ALL JUST CREDITS, AND THAT NO PART OF THE SAME HAS BEEN PAID.
CONTRACTOR DATE
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(SHOULD) ~HOULD NO'~BE DELAYED~
DATE DISTRICT ......... DATE
OPERATIONS SUPPORT DATE