HomeMy WebLinkAbout93-0908 Western Area II Voucher 9 RESOLUTION
AUTHORIZING THE ISSUANCE OF VOUCHER NUMBER 9 OF
SPECIAL ASSESSMENT WESTERN ELGIN AREA II
WHEREAS, the engineer' s payment estimate in the amount of
$662,493 .09 has 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.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF LOCAL
IMPROVEMENTS OF THE CITY OF ELGIN, 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. 9 in the amount of $662,493 . 09
to Arrow Road Construction
A copy of said voucher being attached hereto and made a part
hereof.
s/ George VanDeVoorde
George VanDeVoorde, President
Board of Local Improvements
City of Elgin
Presented: September 8, 1993
Adopted: September 8, 1993
Vote: Yeas 7 Nays 0
Recorded:
Attest:
s/ Dolonna Mecum
Dolonna Mecum, Secretary
SPECIAL ASSESSMENT VOUCHER
CITY OF ELGIN
STATE OF ILLINOIS
COUNTIES OF KANE AND COOK
VOUCHER NO. 9 WESTERN ELGIN AREA II
SPECIAL ASSESSMENT NO. TX 92 0004
$662,493 .09
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 Six
Hundred Sixty-Two Thousand Four Hundred Ninety-Three Dollars and
09/100 ($662,493 .09) with interest thereon from the date hereof at
rthe 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 fourth 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 seal to be affixed hereto at the
City of Elgin, Illinois, this day of , 1993 .
George VanDeVoorde, Mayor
Countersigned:
Dolonna Mecum, City Clerk
Received the original of the foregoing Voucher this day of
, 1993.
eft.
ARROW ROAD CONSTRUCTION
By
CITY OF ELGIN
KANE COUNTY, ILLINOIS
AREA II STREET AND SEWER IMPROVEMENTS
CITY COST CENTER 7109
ENGINEER'S PAYMENT ESTIMATE CONTRACTOR'S JOB NUMBER: 675
ESTIMATE NO. 7 FROM JULY 24, 1993 TO AUGUST 25, 1993
PAYABLE TO: ARROW ROAD CONSTRUCTION
3401 SOUTH BUSSE ROAD
P.O. BOX 334
MOUNT PROSPECT, ILLINOIS 60056
(708)437-0700
ITEM AWARDED ADDED DEDUCTED COMPLETED
No. DESCRIPTION UNIT QUANTITY VALUE QUANTITY QUANTITY QUANTITY UNIT PRICE VALUE
1 EARTH EXCAVATION CU YD 49265 $228,589.60 45705 $4.64 $212,071.20
2 TRENCH BACKFILL CU YD 10334 $191,592.36 9175 $18.54 $170,104.50
3 SUB-BASE GRANULAR MATERIAL TYPE B TON 4387 $53,170.44 3683 $12.12 $44,637.96
4 TOPSOIL PLACEMENT (4') SO YD 33598 $43,341.42 1250 $1.29 $1,612.50
S 12' AGGREGATE BASE COURSE, TYPE B TON 6635 $52,880.95 6635 $7.97 $52,880.95
6 8' AGGREGATE BASE COURSE, TYPE B TON 34619 $303,608.63 31138 $8.77 $273,080.26
7 8' BITUMINOUIS BASE COURSE TON 4227 $127,824.48 4281 $30.24 $129,457.44
8 BITUMINOUS MATERIALS (PRIME COAT) GAL 21143 $16,491.54 $0.78 $0.00
9 BITUMINOUS SURFACE PLANT MIX, CLASS B (MODIFIED) TON 18695 $507,382.30 6944 $27.14 $188,460.16
10 RELOCATE WATER OR SLUDGE MAIN EACH 10 $20,600.00 4 $2,060.00 $8,240.00
10' DIA. RCCP STORM SEWER TYPE I, CLASS IV LN FT 234 $3,615.30 252 $15.45 $3,893.40
elL 12' DIA. RCCP STORM SEWER TYPE 1, CLASS IV LN FT 2864 $47,198.72 2758 $16.48 $45,451.84
i3 15' DIA. RCCP STORM SEWER TYPE I, CLASS IV LN FT 2103 $34,657.44 2097 $16.48 $34,558.56
14 15' DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 2637 $43,457.76 2739 $16.48 $45,138.72
15 18' DIA. RCCP STORM SEWER TYPE 1, CLASS IV LN FT 70 $2,018.80 11 $28.84 $2,047.64
16 18' DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 1150 $21,321.00 1156 $18.54 $21,432.24
17 21' DIA. RCCP STORM SEWER TYPE 1, CLASS IV LN FT 329 $6,777.40 363 $20.60 $7,477.80
18 21' DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 624 $12,854.40 677 $20.60 $13,946.20
19 24' DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 1346 $31,886.74 1165 $23.69 $27,598.85
- 20 27' DIA. RCCP STORM SEWER TYPE I, CLASS IV LN FT 312 $9,640.80 280 $30.90 $8,652.00
21 27' DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 391 $12,081.90 408 $30.90 $12,607.20
22 36' DIA. RCCP STORM SEWER TYPE 2, CLASS III IN FT 1717 $67,203.38 1128 $39.14 $44,149.92
23 42' DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 661 $29,275.69 656 $44.29 $29,054.24
24 48' DIA. RCCP STORM SEWER TYPE 2, CLASS III IN FT 1243 $64,014.50 367 $51.50 $18,900.50
25 14' x 23' ELL. RCCP ST. SEWER, TYPE 1, CLASS IV LN FT 629 $25,914.80 632 $41.20 $26,038.40
26 8' DIA. PVC SANITARY SEWER LN FT 43 $1,328.70 193 $30.90 $5,963.70
27 10' DIA. PVC SANITARY SEWER IN FT 245 $8,832.25 258 $36.05 $9,300.90
28 15' DIA. PVC SANITARY SEWER LN FT 6 $1,854.00 6 $309.00 $1,854.00
29 MANHOLE SPECIAL NO. 1 EACH 1 $3,914.00 1 $3,914.00 $3,914.00
30 4' DIA. MANHOLE TYPE A EACH 18 $16,686.00 16 $927.00 $14,832.00
31 5' DIA. MANHOLE TYPE A EACH 46 $61,594.00 50 $1,339.00 $66,950.00
32 6' DIA. MANHOLE TYPE A EACH 7 $21,630.00 5 $3,090.00 $15,450.00
33 4' DIA. CATCH BASIN, TYPE A EACH 115 $100,682.50 95 $875.50 $83,172.50
34 2' DIA. INLET, TYPE A EACH 2 $1,030.00 1 $515.00 $515.00
35 ADJUSTING FRAMES i GRATES EACH 101 $10,403.00 30 $103.00 $3,090.00
36 CB'S & DRY WELLS TO BE FILLED WITH SAND EACH 41 $4,223.00 40 $103.00 $4,120.00
37 86.18 COMBINATION CURB & GUTTER LN FT 38492 $297,543.16 30202 $7.73 $233,461.46
pa B6 BARRIER CURB IN FT 414 $3,626.64 420 $8.76 $3,679.20
DRIVEWAY PAVEMENT REMOVAL SQ YD 1148 $2,663.36 1062 $2.32 $2,463.84
40 COMBINATION CURB & GUTTER REMOVAL LN FT 3154 $4,888.70 1241 $1.55 $1,923.55
41 SIDEWALK REMOVAL SQ FT 52485 $15,745.50 31532 $0.30 $9,459.60
42 BITUMINOUS SURFACE REMOVAL (COLD MILLING) SQ YD 3586 $7,315.44 $2.04 $0.00
43 FIRE HYDRANTS TO BE MOVED EACH 3 $4,635.00 3 $1,545.00 $4,635.00
4
I
SODDING SO YD 33297 $80,578.74 1250 $2.42 $3,025.00
TRAFFIC CONTROL L SUM 1 $44,476.43 0.66 $44,476.43 $29,354.44
46 MOBILIZATION L SUM 1 $60,358.00 1.00 $60,358.00 $60,358.00
47 SIDEWALK SO FT 54134 $122,342.84 48093 $2.26 $108,690.18
48 DRIVEWAY SO YD 6433 $129,496.29 2220 $20.13 $44,688.60
49 WATER MAIN ENCASEMENT IN FT 14 $1,442.00 $103.00 $0.00
50 ENGINEERS FIELD OFFICE L SUM 1 $9,270.00 0.66 $9,270.00 $6,118.20
51 UNDERGROUND LIFT STATION L SUM 1 $47,380.00 $47,380.00 $0.00
52 4' DUCTILE IRON FORCEMAIN LN FT 1372 $21,197.40 . $15.45 $0.00
53 DUCTILE IRON PIPE, CLASS 52, CEMENT LINED 4' LN FT 10 $2,575.00 15 $257.50 $3,862.50
54 DUCTILE IRON PIPE, CLASS 52, CEMENT LINED 6' LN FT 10 $2,575.00 65 $257.50 $16,737.50
55 DUCTILE IRON PIPE, CLASS 52, CEMENT LINED 8' LN FT 2890 $53,580.60 2843 $18.54 $52,709.22
56 VALVE VAULT 5' DIAMETER, TYPE 1 FRAME CLOSED LID EACH 11 $12,463.00 14 $1,133.00 $15,862.00
57 GATE VALVE, B' EACH 1 $360.50 1 $360.50 $360.50
58 FIRE HYDRANT EACH 4 $5,356.00 4 $1,339.00 $5,356.00
59 PRESSURE CONNECTION EACH 11 $22,660.00 12 $2,060.00 $24,720.00
60 WATER SERVICES NEAR SIDE EACH 27 $11,124.00 25 $412.00 $10,300.00
61 WATER SERVICES FAR SIDE EACH 35 $23,432.50 38 $669.50 $25,441.00
TOTALS $3,176,663.90 $2,293,860.37
MISCELLANEOUS EXTRAS AND CREDIT VALUE
CHANGE ORDER 11, JUNE 24, 1993
62. TYPE 'C' CATCH BASIN EACH 12 $681.25 $8,175.00
63. 6' DIA PVC SANITARY SEWER LN FT 672 $29.98 $20,146.56
64. STRUCTURE RECONSTRUCTION EACH 25 $550.00 $13,750.00
r
TOTAL MISCELLANEOUS EXTRAS AND CREDITS $42,071.56
TOTAL VALUE OF COMPLETED WORK $2,335,931.93
DEDUCT RETAINAGE (5%) $116,796.60
BALANCE DUE ON COMPLETED WORK $2,219,135.34
MISCELLANEOUS DEBITS VALUE
- PREVIOUS PAYMENTS -
PAYOUT NUMBER 1, APRIL 1, 1993 $132,444.12
PAYOUT NUMBER 2, APRIL 22, 1993 $229,183.05
PAYOUT NUMBER 3, MAY 4, 1993 $132,102.64
PAYOUT NUMBER 4, JUNE 1, 1993 $394,614.16
PAYOUT NUMBER 5, JULY 1, 1993 $259,347.25
PAYOUT NUMBER 6, JULY 30, 1993 $408,951.03
TOTAL MISCELLANEOUS DEBITS & PREVIOUS PAYMENTS $1,556,642.25
NET AMOUNT DUE $662,493.09
APPROV 1 s ` Oir DATED p- 36 1993
0 ,
�� � � `' PROJECT ENGINEER �i
SIGNED �;,tr�A a� /�L — DATED U , 1993
rim' 4111111r CITY ENGINEER
RESOLUTION
AUTHORIZING THE ISSUANCE OF VOUCHER NUMBER 10 OF
SPECIAL ASSESSMENT WESTERN ELGIN AREA II
WHEREAS, the engineer's payment estimate in the amount of
$22,838.39 has 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.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF LOCAL
IMPROVEMENTS OF THE CITY OF ELGIN, 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. 10 in the amount of $22,838. 39
to WVP Corporation.
A copy of said voucher being attached hereto and made a part
hereof.
George VanDeVoorde, President
Board of Local Improvements
City of Elgin
Presented: September 8, 1993
Adopted:
Vote: Yeas Nays
Recorded:
Attest:
Dolonna Mecum, Secretary
r