94-0525 Western Area II Voucher 19 RESOLUTION
AUTHORIZING THE ISSUANCE OF VOUCHER NUMBER 19 OF
SPECIAL ASSESSMENT WESTERN ELGIN AREA II
1 WHEREAS, the engineer' s payment estimate in the amount of
$280,921 . 88 has previously been presented to the City for work
completed on Special Assessment Western Elgin Area II, a copy
of said engineer's estimate being attached hereto and made a
part hereof.
WHEREAS, a release of claim for lien has been received on
behalf of Countryside Industries, Inc. in the amount of
$118, 650. 60 against the amount of such estimate.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF LOCAL
IMPROVEMENTS OF THE CITY OF ELGIN, as follows :
Section 1 . That the Board of Local Improvements hereby
approves the issuance of the following voucher in the
following amount for Special Assessment Western Elgin Area II :
Voucher No. 19 in the amount of $118,580 . 60
to Arrow Road Construction
A copy of said voucher being attached hereto and made a part
hereof .
Section 2 . That this approval shall be forthwith
transmitted to the City Council of the City of Elgin.
s/ George VanDeVoorde
George VanDeVoorde, President
Board of Local Improvements
City of Elgin
Presented: May 25, 1994
Adopted:
Vote: Yeas Nays
Recorded:
Attest:
s/ Dolonna Mecum
Dolonna Mecum, Secretary
SPECIAL ASSESSMENT VOUCHER
CITY OF ELGIN
STATE OF ILLINOIS
COUNTIES OF KANE AND COOK
VOUCHER NO. 19 WESTERN ELGIN AREA II
SPECIAL ASSESSMENT NO. TX 92 0004
$118,580. 60
SPECIAL ASSESSMENT VOUCHER OF THE CITY OF ELGIN, KANE AND COOK
COUNTIES, ILLINOIS:
To the Finance Director of the City of Elgin, Illinois .
From funds to be obtained by collection of the special assessment
made by the City of Elgin, Kane and Cook Counties, Illinois, in
proceedings filed in the Circuit Court of Kane County, Illinois,
and confirmed by the said Court on the 23rd day of July, 1992 and
on the 1st day of September, 1992, in proceedings bearing Docket
Number TX 92 0004 for the purpose of paying the cost of
construction work of the improvement known as Western Elgin
Area II in said City of Elgin, the said City of Elgin will pay to
Arrow Road Construction, or order, when collected, the sum of One
Hundred Eighteen Thousand Five Hundred Eighty Dollars and
60/100ths ($118,580 .60) with interest thereon from the date hereof
at the rate of seven percent (7%) per annum.
This Voucher is given pursuant to authority conferred by the
General Assembly of the State of Illinois in Article 9,
Division 2, Paragraphs 9-2-1 through 9-2-144 of the Illinois
Municipal Code (Ill. Revised Statutes, Chapter 24, Paragraphs
9-2-1 through 9-2-144) , in the matter of the aforesaid improvement
and is the 20th Voucher issued on account of such work done.
This voucher was authorized by the Board of Local Improvements.
IN WITNESS WHEREOF, the City of Elgin Board of Local Improvements
has caused this Voucher to be executed by its Mayor, countersigned
by its Clerk, and its corporate s al to be affixed hereto at the
City of Elgin, Illinois, this �7-t ..:y of May, 1994.
George/%anDeVoorde, Mayor
Countersigned: , 441 Y r10 \4- yfie /v ISM° . Zyle% fCC",�,
Dolonna Mecum, City Clerk / I
Received the original of the foregoing Voucher this 0.1P day of
1994 .
AR QAROAD CO STRU ION
—mor •
By , J---
•
•
•
CITY OF ELGIN
,KANE COUNTY,ILLINOIS
AREA 0 STREET AND SEWER IMPROVEMENTS
CITY COST CENTER 7109
ENGINEER'S PAYMENT ESTIMATE
CONTRACTORS 708 NUMBER:675
, ESTIMATE NO.10 FROM OCTOBER 26,Ilia TO DECEMBER 7,1193 CONTRACTOR'S INVOICE NUMBER:
•
PAYABLE TO:ARROW ROAD CONSTRUCTION
3401 SOUTH BUSSE ROAD
P.O.BOX 334
MOUNT PROSPECT.ILLINOIS 60056
(70S)437-0700
ITEM AWARDED ADDED DEDUCTED COMPLETED
No. DESCRIPTION UNIT QUANTITY VALUE QUANTITY QUANTITY QUANTITY UNIT PRICE VALUE
1 EARTH EXCAVATION CU YD 49265 5228,589.60 2129 47136 $4.64 $218,711.04
2 TRENCH BACKFILL CU YD 10334 $191,592.36 49 10285 $11.54 $190,683.90
3 SUB-BASE GRANULAR MATERIAL TYPE B TON 4387 $53,170.44 2198 • 6515 $12.12 $79,81020
4 TOPSOIL PLACEMENT(41 SQ YD 33598 $43,341.42 625 32973 $1.29 $42,535.17
S 12'AGGREGATE BASE COURSE,TYPE B TON 6635 552,880.95 - 127 6508 $7.97 551268.76
6 r AGGREGATE BASE COURSE.TYPE B TON 34619 5303.601163 3313 31236 58.77 $273,939.72
7 "'BITUMINOUS BASE COURSE TON 4227 5127,124.48 3981 1206 530.24 $248,209.92
8 BITUMINOUS MATERIALS(PRIME COAT) GAL 21143 516,49134 243 20900 $0.71 $16,30200
9 BITUMINOUS SURFACE PLANT MIX.CLASS B(MODIFIED) TON 11695 5507,382.30 1913 20608 527.14 5559,301.12
10 RELOCATE WATER OR SLUDGE MAIN EACH 10 $20,600.00 6 4 52,060.00 58,240.00
11 10'DIA.RCCP STORM SEWER TYPE I,CLASS IV LN FT 234 53,61 5.30 17 251 515.45 53,177.95
12 12'DIA.ROCP STORM SEWER TYPE 1,CLASS IV LN FT 2864 $47,191.72 93 2957 $16.48 $48,731.36
13 15*DIA RCCP STORM SEWER TYPE I,CLASS IV LN FT 2103 $34,657.44 6 2097 $16.48 134,55836 '
14 15'DIA.RCCP STORM SEWER TYPE 2 CLASS III LN FT '2637 543.457.76 102 2739 $16.48 $45,138.72
15 Sr DIA RCCP STORM SEWER TYPE 1.CLASS IV LN FT 70 52.011.80 1 71 528.14 $2047.64
16 tr DIA RCCP STORM SEWER TYPE 2 CLASS III LN FT 1150 521321.00 6 1156 $18.54 521,43224
17 21'DIA.RCCP STORM SEWER TYPE I.CLASS IV LN FT 329 56,777.40 34 363 520.60 17,477.10
1S 21'DIA RCCP STORM SEWER TYPE 2,CLASS III LN FT 624 512254.40 53 677 $20.60 513,946.20
19 24'DIA RCCP STORM SEWER TYPE 2.= LN FT 1346 131,886.74 III 1165 523.69 327,598.15
20 27"DIA RCX'STORM SEWER TYPE I. LN FT 312 $9,640.80 32 280 530.90 58,65100
21 27'DIA.RCCP STORM SEWER TYPE 2 CLASS III LN FT 391 $12,081.90 17 408 $30.90 $12607.20
22 36'DIA.ROCP STORM SEWER TYPE 2 CLASS III LN FT 1717 $67,20338 519 1125 139.14 $44,149.92
23 42'DIA RCCP STORM SEWER TYPE 2 CLASS III LN FT 661 529,275.69 5 656 54429 529,054.24
24 4r DIA.RCCP STORM SEWER TYPE 2 CLASS III LN FT 1243 564,014.50 20 1223 $5150 $62984.50
25 14'x23'ELL.RCCP ST.SEWER.TYPE 7,CLASS IV LN FT 629 525,914.80 3 632 54120 $26,035.40
26 r DIA PVC SANITARY SEWER LN FT 43 51,328.70 146 189 $30.90 $5,840.10
27 10'DIA.PVC SANITARY SEWER LN FT 245 $1,132.25 13 258 536.05 $9.300.90
21 13'DIA.PVC SANITARY SEWER LN FT 6 $1,854.00 6 5309.00 S1,154.00
29 MANHOLE SPECIAL NO.1 EACH 1 53,914.00 1 13,914.00 53,914.00
30 4 DIA MANHOLE TYPE A EACH 18 $16,686.00 2 16 $927.00 $14,13200
31 S DIA MANHOLE TYPE A EACH 46 $61,594.00 3 49 51,339.00 $65,611.00
32 B DIA MANHOLE TYPE A EACH 7 521,630.00 2 9 53.090.00 $27,110.00
33 4'DIA.CATCH BASIN,TYPE A(QTY REDUCED C.O.01) EACH 105 591,92730 7 98 5875.50 585.799.00
34 7 DIA.INLET,TYPE A EACH 2 51.030.00 I 3 5515.00 $1,545.00
35 ADJUSTING FRAMES t GRATES EACH 101 $10,403.00 61 40 $103.00 $4,120.00
36 CBS A DRY WELLS TO BE FILLED WITH SAND EACH 41 $4,223.00 2
•
43 $103.00 54.429.00
37 B6.18 COMBINATION CURB t GUTTER LN FT 38492 5297,543.16 2906 41398 57.73 3320.006.54
38 86 BARRIER CURB LN FT 414 13,626.64 6 420 $1.76 $3,679.20
39 DRIVEWAY PAVEMENT REMOVAL SQ YD 1148 $2,663.36 673 !821 5232 $4,224.72
40 COMBINATION CURB t GUTTER REMOVAL LN FT 3154 1!4218.70 ' 296 2858 $1.55 $4,429.90
41 SIDEWALK REMOVAL(39,000 S.F.INCREASE C.O.02) SQ FT 52485 $15,74530 30758 122243 50.30 536,672.90
42 BITUMINOUS SURFACE REMOVAL(COLD MILLING) SQ YD 3586 57,315.44 1675 1908 52.04 $3,89232
43 FIRE HYDRANTS TO BE MOVED EACH 3 $4,635.00 3 $1,545.00 54,635.00
44 SODDING ,SQ YD 33297 580,578.74 324 32973 52.42 379.794.66
45 TRAFFIC CONTROL L SUM 1 $44,476.43 1.00 ' $44,476.43 $44,476.43
•
46 MOBILIZATION L SUM 1 560,351.00 1.00 $60351.00 $60,358.00
47 SIDEWALK(39.070 SF.DICREASED QUANTITY C.0.I2) SQ FT 93204 1210,641.04 30618 123892 $226 5279,995.92 '
48 DRIVEWAY SQ YD 6433 $129,49629 767 7200 $20.13 $144,936.00
49 WATER MAIN ENCASEMENT LN FT 14 $1,442.00 14 5103.00 $0.00
SO ENGINEERS FIELD OFFICE L SUM 1 $9,270.00 1.00 59,270.00 59,270.00
51 UNDERGROUND LIFT STATION L SUM 1 547,380.00 1.00 $47,380.00 $47,380.00
52 4'DUCTILE IRON FORCEMAIN LN FT 1372 521,197.40 27 1399 $15.45 $21,614.55
33 DUCTILE IRON PIPE,CLASS 52,CEMENT LIKED 4' LN FT .10 52575.00 5 15 $23730 53.16250
54 DUCTILE IRON PIPE,CLASS 52,CEMENT LINED 6' LN FT 10 52575.00 55 65 $257.50 $16,737.50 •
55 DUCTILE IRON PIPE,CLASS 52,CEMENT LINED r LN FT 2890 553,510.60 33 2877 $18.54 $52,968.78
56 VALVE VAULTS DIAMETER.TYPE 1 FRAME CLOSED LID EACH 1: $12463.00 3 14 $1,133.00 115,862.00
57 GATE VALVE,r EACH 1 $36030 1 $360.50 5360.50
58 FIRE HYDRANT EACH 4 53356.00 4 51,339.00 55,356.00
59 PRESSURE CONNECTION EACH 11 52266000 12 52060.00 524,720.00
60 WATER SERVICES NEAR SIDE EACH 27 511,124.00 1 26- $412.00 510,712.00
61 WATER SERVICES FAR SIDE EACH 35 523.43250 3 38 - - $66930 ' 525,441.00
•
TOTALS - • $3,256,207.10 $3,524,338.83
•Ibis total rdlocts quantity the included in Change Orders 01 it 02 •
UNIT
MISCELLANEOUS EXTRAS AND CREDITS QUANTITY PRICE VALUE
CHANGE ORDER II.JUNE 7A,1993
62. 7 DIA TYPE VC CATCH BASIN EACH 15 $681.25 510,218.75
63.6'DIA PVC SANITARY SEWER LN FT 687 129.98 520,59626
a 64.STRUCTURE RECONSTRUCTION EACH 60 5550.00 533,000.00
65.FRAME A GRATE,TYPE I EACH 52 SI so.00 57,800.00
66-DUST CONTROL UNIT 15 513.00 5195.00
•
" CHANGE ORDER N2,AUGUST 25,1993
67.5'DIA SANITARY MANHOLE • EACH 3 $1,700.00 55,100.00
61. UNSUITABLE SOIL REMOVAL&REPLACEMENT CU YD 8452 $29.00 5245.108.00
69. r CONCRETE PATCH SQ YD 36 520.00 5720.00
M. 17 ASPHALT PATCH SQ YD 379 $40.00 515,160.00
CHANGE ORDER 83,DECEMBER 8,1993
71.PETROMAT SQ YD 3420 51.06 13,625.20
72.6'X6'WOLMAN1ZED TIMBER TREE WELLS SQ FT 538 $23.00 $12,374.00
73.B-BOXES L SUM 1 $10,000.00 510,000.00
74. 36'CONC PIPE RETURNED(PERFORATED) L SUM 1 $13,443.42 $13,443.42
75.CREDIT FOR RECYCLED BIT-MIX TON 18990 51.50 ($28,485.00)
76.CREDIT FOR REDUCED THICKNESS OF C.C&G. L.F. 41398 50.10 (133.118.40)
77.DEDUCTION FOR WATERMAIN REPAIR L SUM - 1 $3,187.67 ($3,117.67)
78.DEDUCTION FOR SIGN REPLACEMENT L SUM 1 $3,711.95 (53,711.95)
TOTAL MISCELLANEOUS EXTRAS AND CREDITS $308,767.61
TOTAL VALUE OF COMPLETED WORK 13.833.106.44
DEDUCT RETAINAGE(6%) *191.655.32
53,641,451.12
BALANCE DUE ON COMPLETED WORK
MISCELLANEOUS DEBITS r VALUE
PREVIOUS PAYMENTS
PAYOUT NUMBER 1,APRIL 1.1993 5132,444.12
PAYOUT NUMBER 2,APRIL 22,1993 5229:183.05
PAYOUT NUMBER 3,MAY 4,1993 $132,10264
PAYOUT NUMBER 4,TUNE I,1993 $394,614.16
PAYOUT NUMBER 5,JULY 1,1993 5259347.25
PAYOUT NUMBER 6,JULY 30,1993 $408,951.03
PAYOUT NUMBER 7,AUGUST 27,1993 $662.493.09
PAYOUT NUMBER 8,SEPTEMBER 301993 $530,583.63 •
PAYOUT NUMBER 9,OCTOBER 29,1993 5610,810.27
TOTAL MISCELLANEOUS DEBITS i PREVIOUS PAYMENTS 53360,529.24
•
NET AMOUNT DUE -7 - �0.m
ii
APPROVED J} ZA. i ~' DATED l.� 7 ,1993
PROJECT ENGINEER
APPROVED �'/Y'�.� DATED /2 - 7 ,11193
CITY ENGINEER
C
•
RELEASE OF CLAIM FOR LIEN AGAINST FUNDS
•
PLEASE TAKE NOTICE that, pursuant to Section 23 , Chapter 82 of
the Illinois Revised Statutes, on or about December 13, 1993,
COUNTRYSIDE INDUSTRIES, INC. served upon the City of Elgin,
Illinois, a certain Notice of Claim for Lien against public funds
in the amount of $118, 580.60 claimed to be due to COUNTRYSIDE
INDUSTRIES, INC. from ARROW ROAD CONSTRUCTION COMPANY on the public
improvement known as Area II Street Sewer Improvement Project, City
of Elgin. Subsequent thereto, a foreclosure lawsuit commonly known
as Countryside Industries. Inc. v. The City of Elgin and Arrow Road
Construction Company, Case No. 94-CH-642, was brought in the
Circuit Court of Cook County, Illinois.
WHEREAS, said claim for lien has been declared invalid by the
Circuit Court of Cook County, Illinois, and said action in
foreclosure has been dismissed with prejudice, COUNTRYSIDE
INDUSTRIES, INC. hereby releases, forever and unconditionally, the
aforementioned Notice of Claim for Lien served upon the City of
Elgin, and any claim upon City of . Elgin funds made by virtue of
said notice and the aforementioned foreclosure lawsuit.
COUNTRYSID INDUSTRIES, INC.
BY:
Its Attorney and Authorized Agent
SUBSCRIBED AND SWORN TO
before me this /J day
of AA . , 1994.
0 CIAL SEAL"
RICHARD L SCHENCKER
N•tar y Pub i! NOTARY PUBLIC,STATE OF ILLINOIS
MY COMMISSION EXPIRES 11/3/97