HomeMy WebLinkAboutCC-07-20-98-01 Hazel Dell PaymtResolution No. CC-07-20-98-01
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 ~xuthority 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.
oP~kSS ?y2he Common Council of the City of Carmel, Indiana this ~9~g57~ day
~ 7' ,1998, by a vote of 7 ayes and ~ nays.
· ' Officer Robert Battreal, President
ATTEST:
Presented by to the Mayor of the City of Carmel, Indiana the 7,Z0'~ day of
d,Z, . ,1998.
Diana L. Cordray, Clerk-Treasurer
Approved by me, Mayor of the City of Carmel, Indiana, this flcflt~ day of
t~ ,1998.
Brmnard' Mayor
ATTEST:
Di'/ina L. Cordray, Cle
EXHIBIT A
PAYMENT REQUISITION NO. 19
PAYEE
1. Milestone Contractors
P.O. Box 421450
5950 S. Belmont Ave.
Indianapolis, IN 46242-1459
$401,851.33
CHARACTER OF EXPENDITURE
Construction costs in connection
with Hazel Dell Parkway.
07/06/98
TELECOPIER COVER LETTER
Please deliver the following pages immediately to:
Company:
From:
A.C.E. Project No.:
Dote:
Fox number called:
Total number of pages, including cover letter:
Telecopier operator for this transmission:
IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE CALL US BACK AS SOON AS POSSIBLE,
USING THE TELEPHONE NUMBER LISTED ABOVE,
CONSTRUCTION PROJECT INVOICE
Dare: 6/22/98
Name of Company:
,,tddress & Zip:
Milcstonc Contractors
P.O. Box 421450
5950 S. Belmont Ave.
Indianapolis, IN 46242-1459
Telephone No.: (317) - 788 - 1040
Fax No.:
(317)- 788 - 1098
Project Name: Hazd Dell Parkway
Invoice No.: 0 11
Construction pay items as per PROGRESS ESTIMATE #011 as shown on the attached invoice dated
6/22/98.
Submitted by American Consulting Engineers, Inc.
es'~ct Represe~
Print Name
Project Name: HAZEL DELL PARKWAY
Project No.: 97--02
Invoice No.: 011
Period: 6/1/98 Thru 6/15/98
ROAD ................................................................. $
STRUC'RJRE NO. 1
STRUCTURE NO. 2
STRUCTURE NO. 3
(Blu~ Woods Cre~k Bride) ............................
(Cool Creek Bridge) ...................................
(Mitchener Ditch) ....................................
BILLING THIS ESTIMATE
LESS KErAINAGE PROGRESS ESTIMATE
DUE THIS ESTIMATE
399,679.45
7,292.70
9,281.88
30,247.45
446,501.48
44,650.15
401,851.33
DATE: 6/22/98 INDIANA DEPARTMENT OF TRANSPORTATION
CONTRACT: -97525 PROGRESS ESTINATE
ESTIMATE: 011
PROJECT: ROAD
PERIOD: 6/01/98 THRU 6/15/98 CONTRACTOR
PO NO.: MILESTONE CONTRACTORS, L,P.
LETTING: 8/06/97
ITEM ITEMS OF CONTRACT QUANTITY UNIT
Page
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
UNIT PRICE EXTENSION
0002 EXCAVATION, COMMON 11,620.0000 CYS 3.25000 37,765.00
0003 BORROW 270.0000 CYS 3.25000 877.50
0010 B BORROW 76.0000 CYS 16.00000 1,216.00
0012 COMP. AGG. FOR BASE, O, SIZE NO. 53 78.9000 TON 13.01000 1,026.~9
0016 BITUMINOUS BASE 5, MV 5,384.5900 TON 20.35000 109,576.41
0018 BITUMINOUS BINDER 8, MV 3,021.2600 TON 21.12000 63,809.01
0019 BITUMINOUS BASE, 5D, MV 635.8500 TON 20.04000 12,742.43
0023 BITUMINOUS MATERIAL FOR TACK COAT 6.9600 TON 142.05000 988.67
0029 CURB AND GUTTER, CONCRETE 7,778.0000 LET 5.86000 45,579.08
0031 BITUMINOUS NIX. FOR APPROACHES, MV 228.2500 TON 3¢.25000 7,817.56
0032 CEMENT CONC. PAVE. FOR DRIVE., 6IN. 535.0800 SYS 2{.87000 13,307.44
0036 POND LINER FOR WELLHEAD PROTECTION 1,062.7700 SYS 7.41000 7,875.13
0044 PIPE, REINFORCED CONCRETE, 18 IN. 5.0000 LFT 22.60000 113.00
00~8 PIPE, REINFORCED CONCRETE, 21 IN. 7.0000 LFT 23.92000 167.~4
0055 PIPE, REINFORCED CONCRETE, 12 IN. 438.0000 LFT 19.7¢000 8,6¢6.12
0060 PIPE END SECTION, 12 IN. 3.0000 EACH 167.26000 501.78
0061 PIPE END SECTION, 15 IN. 4.0000 EACH 186.60000 746.~0
0067 PIPE, REINFORCED CONCRETE, 15 IN. 196.0000 LET 19.83000 3,886.68
0075 INLET, JlO ¢.0000 EACH 850.89000 3,403.56
0076 INLET, MIO 2.0000 EACH 866.97000 1,733.94
0080 CATCH BASIN, E7 1.0000 EACH 692.29000 692.29
0092 CONSTRUCTION SIGN, A 8.0000 EACH 278.68000 2,229.44
0093 TEMPORARY PAVEMENT MARKING, 6,648.0000 LET 1.03000 6,847.44
I, YELLOW, ~ IN.
/ ,qe rd o//o
DATE: 6/22/98
CONTRACT: -97525
ESTIMATE: 011
PROJECT: ROAJ3
PERIOD: 6/01/98
PO NO.:
LETTING: 8/06/97
THRU 6/li/98
INUIANA DEPARTMENT OF TRANSPORTATION
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 2
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0094 TEMPORARY PAVEMETN MARKING, 63.0000 LET 1.03000 64.89
I, WHITE, 4 IN.
0219 BITUMINOUS BASE 8C, MV 857.1100 TON 24.38000 20,896.3¢
0220 COMPACTED AGGREGATE FOR BASE 1,090.2000 TON 8.81000 9,604.66
SIZE NO. 53
0222 LIME STABILIZATION 8,405.6400 SYS 2.97000 24,964.75
022i WASTE EXCESS COMMON EXCAVATION 2,016.0000 CYS 6.25000 12,600.00
DATE: 6/22/98
CONTRACT: -97525
ESTIMATE: 011
PROJECT: ROAD
PERIOD: 6/O1/98
PO NO.:
LETTING: 8/06/97
THRU 6/15/98
INDIANA DEPARTMENT OF TRANSPORTATION
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 3
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
399,679.45
LIQUIDATED DANAGES 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 O[ BARRICADES
YES NO , ERECTION OF DETOUR SIGNS YES NO , CURING OF CONCRETE YES NO , MAINTENANCE OF TEMPORARY RUNROUNDS YES NO ,
PREPARATION OF PAYROLLS YES NO , BASED ON FOREGOING CONDITIONS THIS ESTIMATE (SHOULD) (SHOULD NOD BE DELAYED.
PROJECT ENGINEER
DATE DISTRICT DATE
OPERATIONS SUPPORT DATE
DATE: 6/22/98
CONTRACT: -97525
ESTIMATE: 011
PROJECT: STRUCTURE 1
PERIOD: 6/01/98 THRU 6/15/98
PO NO.:
LETTING: 8/06/97
INDIANA DEPARTMENT OF TRANSPORTATION
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE
INDPLS., IN
MEN ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0153 GEOTEXTILES 375.0000 SYS 2.50000 937.50
0154 RIPRAP, REVETMENT 18 IN. 317.2000 TON 16.00000 5,075.20
0161 CONCRETE, C, IN SUPERSTRUCTURE -1.6000 CYS 375.00000 (600.00)
0165 SURFACE SEAL .lO00 LSUM 4,700.00000 1,880.00
7,292.70
DATE: 6/22/98
CONTRACT: -97525
ESTIMATE: 011
PROJECT: STRUCTURE l
PERIOD: 6/0~/98 THRU 6/~5/98
PO NO.:
LETTING: 8/06/97
'INDIANA DEPARTMENT OF TRANSPORTATION
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 2
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RD.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
LIQUIDATED DAMAGES OTHER DEDUCTIONS
PURSUANT TO THE PROVISION AND PENALTIES OR' IC 1971 5-11-10 I HEREBY CERTII[Y 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 SANE 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 (SHOULDkC(SHOULD NO1}BE DELAYED.
PROJECT ENGINEER /
0ATE DISTRICT OATE
OPERATIONS SUPPORT DATE
DATE: 6/22/98
CONTRACT: -97525
ESTIMATE: 011
PROJECT: STRUCTURE 2
PERIOD: 6/01/98 TMRU 6/15/98
PO NO.:
LETTING: 8/06/97
INDIANA DEPARTMENT OF TRANSPORTATION
PROGRESS ESTIMATE
CONTRACTOR
NILESTONE CONTRACTORS, L.P.
Page
DAN GRESKANP
AMERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE RB.
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0175 GEOTEXTILES 550.0000 SYS 2.50000 1,375.00
0176 REPRAP, REVETMENT 18 IN. 276.6800 TON 16.00000 4,426.88
0187 SURFACE SEAL .4000 LSUN 8,700.00000 3,480.00
9,281.88
DATE: 6/22/98
CONTRACT: -97525
ESTIMATE: 011
PROJECT: STRUCTURE 2
PERIOD: 6/01/98 THRU 6/15/98
PO NO.:
LETTING: 8/06/97
INDIANA DEPARTMENT OF TRANSPORTATION
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page 2
BAN GRESKANP
ANERICAN CONSULTING ENGINEERS, INC.
4165 NILLERSVILLE
INDPLS., IN
ITEM ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
LIQUIDATED OANAGES 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 SANE HAS BEEN PAID.
p Q..
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 NOT) BE DELAYED.
DATE DISTRICT DATE
OPERATIONS SUPPORT DATE
DATE: 6/22/98
CONTRACT: -97525
ESTIRATE:
PROJECT: STRUCTURE 3
PERIOD: 6/01/98 THRU 6/15/98
PO NO.:
LETTING: 8/06/97
INDIANA DEPARTMENT OF TRANSPORTATION
PROGRESS ESTIMATE
CONTRACTOR
MILESTONE CONTRACTORS, L.P.
Page
DAN GRESEANP
ANERICAN CONSULTING ENGINEERS, INC.
4165 MILLERSVILLE
INDPLS., IN
IT~ ITEMS OF CONTRACT QUANTITY UNIT UNIT PRICE EXTENSION
0196 CURB, INTEGRAL, CONCRETE 203.3000 LFT 15.0OOOO 3,049.50
0200 CONCRETE, A, SUBSTRUCTURE 7.6000 CYS 375.00000 2,850.00
0205 CONCRETE BRIDGE RAILING TRANSITION, ~.0000 EACH 1,750.00000 7,000.00
MODIFIED
0206 CONCRETE, C, RAILING 127.34OO LFT 130.OOOOO 16,554.20
0207 SURFACE SEAL .2500 LSUM 3,175.00000 793.75
DATE: 6/22/98
CONTRACT: -97525
ESTIMATE: 011
PROJECT: STRUCTURE
PERIOD: 6/O1/98 THRU
PO NO.:
LETTING: 8/06/97
INDIANA DEPARTMENT OF TRANSPORTATION
PROGRESS ESTI~TE
CONTRACTOR
NILESTONE CONTRACTORS, L.P.
Page 2
DAN GRESIANP
ANERICAN CONSULTING ENGINEERS, INC.
{165 NILLERSVILLE RD.
INDPLS., IN
ITEN ITENS OF CONTRACT QUHTITY UNIT HIT PRICE EXTENSION
30,2{7.45
LIQUIDATED DANAGES 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 SANE 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 NOT) BE DELAYED.
PROJECT ENGINEER ~ DATE
DISTRICT DATE
OPERATIONS SUPPORT DATE