94-0525 Western Area II Voucher 20 RESOLUTION
AUTHORIZING THE ISSUANCE OF VOUCHER NUMBER 20 OF
SPECIAL ASSESSMENT WESTERN ELGIN AREA II
WHEREAS, the engineer' s payment estimate in the amount of
$191, 655 . 32 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. 20 in the amount of $191, 655 . 32
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: May 25, 1994
Adopted: May 25, 1994
Vote: Yeas 6 Nays 0
Recorded:
Attest:
s/ Dolonna Mecum
Dolonna Mecum, City Clerk
SPECIAL ASSESSMENT VOUCHER
CITY OF ELGIN
STATE OF ILLINOIS
COUNTIES OF KANE AND COOK
VOUCHER NO. 20 WESTERN ELGIN AREA II
SPECIAL ASSESSMENT NO. TX 92 0004
$191,655.32
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 Ninety-One Thousand Six Hundred Fifty-Five and 32/100ths
($191,655.32) 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 seal o be affixed hereto at the
City of Elgin, Illinois, this 14th d=,rof July, 1994.
George , nDeVoorde, Mayor
Countersigned: z,.,,,,(' // l -c,c4 t,-
Dolonna Mecum, City Clerk
Received the original of the foregoing Voucher this /r day of
July, 1994.
ARROW OAD CONSTRUCTION
BY �� ����
•
CITY OF ELGIN
KANE COUNTY,ILLINOIS
AREA II STREET AND SEWER IMPROVEMENTS
CITY COST CENTER No:7109
ENGINEER'S FINAL PAYMENT ESTIMATE CONTRACTORS JOB NUMBER: 675
ESTIMATE NO.11 FROM DECEMBER 7,1993 TO JULY 1,1994 CONTRACTOR'S INVOICE NUMBER: 61880
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 QUANTIT QUANTITY QUANTITY UNIT PRICE VALUE
1 EARTH EXCAVATION CU YD 49265 $228,589.60 2129 47136 $4.64 $218,711.04
2 TRENCHBACKFILL CU YD 10334 $191,592.36 49 10285 $18.54 $190,683.90
3 SUB-BASE GRANULAR MATERIAL TYPE B TON 4387 $53,170.44 2198 6585 $12.12 $79,810.20
4 TOPSOIL PLACEMENT(4") SQ YD 33598 $43,341.42 625 32973 $1.29 $42,535.17
5 12'AGGREGATE BASE COURSE,TYPE B TON 6635 $52,880.95 127 6508 $7.97 $51,868.76
6 8"AGGREGATE BASE COURSE,TYPE B TON 34619 $303,608.63 3383 31236 $8.77 S273,939.72
7 8"BITUMINOUIS BASE COURSE TON 4227 $127,824.48 3981 8208 $30.24 $248,209.92
8 BITUMINOUS MATERIALS(PRIME COAT) GAL 21143 $16,491.54 243 20900 $0.78 $16,302.00
9 BITUMINOUS SURFACE PLANT MIX,CLASS B(MODIFIE TON 18695 $507,382.30 1913 20608 $27.14 $559,301.12
10 RELOCATE WATER OR SLUDGE MAIN EACH 10 $20,600.00 6 4 $2,060.00 $8,240.00
11 10"DIA.RCCP STORM SEWER TYPE I,CLASS IV LN FT 234 $3,615.30 17 251 $15.45 $3,877.95
12 12'DIA.RCCP STORM SEWER TYPE I,CLASS IV LN FT 2864 $47,198.72 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 $34,558.56
14 15"DIA.RCCP STORM SEWER TYPE 2,CLASS III LN FT 2637 $43,457.76 102 2739 $16.48 $45,138.72
15 18'D1A.RCCP STORM SEWER TYPE I,CLASS IV LN FT 70 $2,018.80 1 71 $28.84 $2,047.64
16 18'DIA.RCCP STORM SEWER TYPE 2,CLASS III LN FT 1150 $21,321.00 6 1156 $18.54 $21,432.24
17 21"DIA RCCP STORM SEWER TYPE I,CLASS IV LN FT 329 $6,777.40 34 363 $20.60 $7,477.80
18 21'DIA RCCP STORM SEWER TYPE 2,CLASS III LN FT 624 $12,854.40 53 677 $20.60 S13,946.20
19 24'DIA.RCCP STORM SEWER TYPE 2,CLASS HI LN FT 1346 $31,886.74 181 1165 $23.69 $27,598.85
20 27'DIA RCCP STORM SEWER TYPE I,CLASS IV LN FT 312 $9,640.80 32 280 $30.90 $8,652.00
21 27"DIA RCCP STORM SEWER TYPE 2,CLASS III LN FT 391 $12,081.90 17 408 $30.90 $12,607.20
22 36'DIA RCCP STORM SEWER TYPE 2,CLASS III LN FT 1717 $67,203.38 589 1128 $39.14 $44,149.92
23 42"DIA.RCCP STORM SEWER TYPE Z CLASS III LN FT 661 $29,275.69 5 656 $44.29 $29,054.24
24 48"DIA RCCP STORM SEWER TYPE 2,CLASS III LN FT 1243 $64,014.50 20 1223 $51.50 $62,984.50
25 14'x 23'ELL.RCCP ST.SEWER,TYPE 1,CLASS IV LN FT 629 $25,914.80 3 632 $41.20 $26,038.40
26 8"DIA PVC SANITARY SEWER LN FT 43 $1,328.70 146 189 $30.90 $5,840.10
27 10'DIA PVC SANITARY SEWER LN FT 245 $8,832.25 13 258 $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 2 16 $927.00 $14,832.00
31 5'DIA MANHOLE TYPE A EACH 46 $61,594.00 3 49 $1,339.00 $65,611.00
32 6 DIA.MANHOLE TYPE A EACH 7 $21,630.00 2 9 $3,090.00 $27,810.00
33 4'DIA.CATCH BASIN,TYPE A(QTY REDUCED C.O.#1) EACH 105 $91,927.50 7 98 $875.50 $85,799.00
34 2'DIA INLET,.TYPE A EACH 2 $1,030.00 1 3 $515.00 $1,545.00
35 ADJUSTING FRAMES&GRATES EACH 101 $10,403.00 61 40 $103.00 $4,120.00
36 CB'S&DRY WELLS TO BE FILLED WITH SAND EACH 41 $4,223.00 2 43 $103.00 $4,429.00
37 B6.I8 COMBINATION CURB&GUTTER LN FT 38492 $297,543.16 2906 41398 $7.73 $320,006.54
38 B6 BARRIER CURB LN FT 414 $3,626.64 6 420 $8.76 $3,679.20
39 DRIVEWAY PAVEMENT REMOVAL SQ YD 1148 $2,663.36 673 1821 $2.32 $4,224.72
40 COMBINATION CURB&GUTTER REMOVAL LN FT 3154 $4,888.70 296 2858 $1.55 $4,429.90
41 SIDEWALK REMOVAL(39,000 S.F.INCREASE C.O.#2) SQ FT 52485 $15,745.50 30758 122243 $0.30 $36,672.90
42 BITUMINOUS SURFACE REMOVAL(COLD MILLING) SQ YD 3586 $7,315.44 1678 1908 $2.04 $3,892.32
43 FIRE HYDRANTS TO BE MOVED EACH 3 $4,635.00 3 $1,545.00 $4,635.00
44 SODDING SQ YD 33297 $80,578.74 324 32973 $2.42 $79,794.66
45 TRAFFIC CONTROL L SUM 1 $44,476.43 1.00 $44,476.43 $44,476.43
46 MOBILIZATION L SUM 1 $60,358.00 1.00 $60,358.00 $60,358.00
47 SIDEWALK(39,070 S.F.INCREASED QUANTITY C.O.#2) SQ FT 93204 $210,641.04 30688 123892 $2.26 $279,995.92
48 DRIVEWAY SQ YD 6433 $129,496.29 767 7200 $20.13 $144,936.00
49 WATER MAIN ENCASEMENT LN FT 14 $1,442.00 14 $103.00 $0.00
50 ENGINEERS FIELD OFFICE L SUM 1 $9,270.00 1.00 $9,270.00 $9,270.00
51 UNDERGROUND LIFT STATION L SUM 1 $47,380.00 1.00 $47,380.00 $47,380.00
52 4'DUCTILE IRON FORCEMAIN LN FT 1372 $21,197.40 27 1399 $15.45 $21,614.55
53 DUCTILE IRON PIPE,CLASS 52,CEMENT LINED 4" LN FT 10 $2575.00 5 15 $257.50 $3,862.50
54 DUCTILE IRON PIPE,CLASS 52,CEMENT LINED 6" LN FT 10 $2,575.00 55 65 $257.50 $16,737.50
55 DUCTILE IRON PIPE,CLASS 52,CEMENT LINED 8" LN FT 2890 . $53,580.60 33 2857 $18.54 $52,968.78
56 VALVE VAULT 5'DIAMETER,TYPE 1 FRAME CLOSED LI EACH 11 $12,463.00 3 14 $1,133.00 $15,862.00
57 GATE VALVE,8' 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 CONN&710N EACH 11 $22,660.00 12 $2,060.00 $24,720.00
60 WATER SERVICES NEAR SIDE EACH 27 $11,124.00 1 26 $412.00 $10,712.00
61 WATER SERVICES FAR SIDE EACH 35 $23,432.50 3 38 $669.50 $25,441.00
TOTALS $3,256,207.10 $3,524,338.83
•This total reflects quantity changes included in Change Orders#1
UNIT
MISCELLANEOUS EXTRAS AND CREDITS QUANTITY PRICE VALUE
CHANGE ORDER#1,JUNE 24,1993
62. 2'DIA TYPE"C"CATCH BASIN EACH 15 $681.25 $10,218.75
63. 6"DIA PVC SANITARY SEWER LN FT 687 $29.98 $20,596.26
64. STRUCTURE RECONSTRUCTION EACH 60 $550.00 $33,000.00
65. FRAME&GRATE,TYPE I EACH 52 $150.00 $7,800.00
66. DUST CONTROL UNIT 15 $13.00 $195.00
CHANGE ORDER#2,AUGUST 25,1993
67. 5'DIA SANITARY MANHOLE EACH 3 $1,700.00 $5,100.00
68. UNSUITABLE SOIL REMOVAL&REPLACEMENT CU VD 8452 $29.00 $245,108.00
69. 8"CONCRETE PATCH SQ YD 36 $20.00 $720.00
70. 10"ASPHALT PATCH SQ YD 379 $40.00 $15,160.00
CHANGE ORDER#3,DECEMBER 8,1993
71. PETROMAT SQ YD 3420 $1.06 $3,625.20
72. 6"X6"WOLMANI7FD TIMBER TREE WELLS SQ FT 538 $23.00 $12,374.00
73. B-BOXES L SUM I $10,000.00 $10,000.00
74. 36"CONC PIPE RETURNED(PERFORATED) L SUM 1 $13,443.42 $13,443.42
75. CREDIT FOR RECYCLED BIT-MIX TON 1 8990 $1.50 ($28,485.00)
76. CREDIT FOR REDUCED THICKNESS OF C.C&G. L.F. 41398 $0.80 ($33,118.40)
77. DEDUCTION FOR WATERMAIN REPAIR L SUM 1 $3,187.67 ($3,187.67)
78. DEDUCTION FOR SIGN REPLACEMENT L SUM 1 $3,781.95 ($3,781.95)
TOTAL MISCELLANEOUS EXTRAS AND CREDITS $308,767.61
TOTAL VALUE OF COMPLETED WORK $3,833,106.44
DEDUCT RETAINAGE(0%) $0.00
BALANCE DUE ON COMPLETED WORK $3,833,106.44
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
PAYOUT NUMBER 7,AUGUST 27,1993 $662,493.09
PAYOUT NUMBER 8,SEPTEMBER 30 1993 $530,583.63
PAYOUT NUMBER 9,OCTOBER 29,1993 $610,810.27
PAYOUT NUMBER 10,DECEMBER 9,1993 $280,921.88
TOTAL MISCELLANEOUS DEBITS&PREVIOUS PAYMENTS $3,641,451.12
NET AMOUNT DUE $181,655.32
APPRO z• d►L 14.4-12- r. ` DATED —7 '— I ,1584
411M7'....—ROJECT_ ENGINEER
APPROVED ��l, ∎�� At . _' DATED / ,1854
Or / ' CITY GINEER •
•
•
CITY OF ELGIN
KANE COUNTY,ILLINOIS
AREA II STREET AND SEWER IMPROVEMENTS
CITY COST CENTER No:7109
ENGINEER'S FINAL PAYMENT ESTIMATE CONTRACTOR'S JOB NUMBER: 675
ESTIMATE NO.11 FROM DECEMBER 7,1993 TO JULY 1,1894 CONTRACTOR'S INVOICE NUMBER: 61880
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 QUANTIT QUANTITY QUANTITY UNIT PRICE VALUE
1 EARTH EXCAVATION CU YD 49265 $228,589.60 2129 47136 $4.64 $218,711.04
2 TRENCH BACKFILL CU YD 10334 $191,592.36 49 10285 $18.54 $190,683.90
3 SUB-BASE GRANULAR MATERIAL TYPE B TON 4387 $53,170.44 2198 6585 $12.12 $79,810.20
4 TOPSOIL PLACEMENT(4") SQ YD 33598 $43,341.42 625 32973 $1.29 $42,535.17
5 12'AGGREGATE BASE COURSE,TYPE B TON 6635 $52,880.95 127 6508 $7.97 $51,868.76
6 8"AGGREGATE BASE COURSE,TYPE B TON 34619 $303,608.63 3383 31236 $8.77 $273,939.72
7 8"BITUMINOUIS BASE COURSE TON 4227 $127,824.48 3981 8208 $30.24 $248,209.92
8 BITUMINOUS MATERIALS(PRIME COAT) GAL 21143 $16,491.54 243 20900 $0.78 $16,302.00
9 BITUMINOUS SURFACE PLANT MIX,CLASS B(MODIFIE TON 18695 $507,382.30 1913 20608 $27.14 $559,301.12
10 RELOCATE WATER OR SLUDGE MAIN EACH 10 $20,600.00 6 4 $2,060.00 $8,240.00
11 10'DIA.RCCP STORM SEWER TYPE I,CLASS IV LN FT 234 $3,615.30 17 251 $15.45 $3,877.95
12 12'DIA.RCCP STORM SEWER TYPE I,CLASS IV LN FT 2864 $47,198.72 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 $34,558.56
14 15'DIA.RCCP STORM SEWER TYPE 2,CLASS III LN FT 2637 $43,457.76 102 2739 $16.48 $45,138.72
15 18'DIA.RCCP STORM SEWER TYPE 1,CLASS IV LN FT 70 $2,018.80 1 71 $28.84 $2,047.64
16 18'DIA.RCCP STORM SEWER TYPE 2,CLASS III LN FT 1150 $21,321.00 6 1156 $18.54 $21,432.24
17 21"DIA.RCCP STORM SEWER TYPE I,CLASS IV LN FT 329 $6,777.40 34 363 $20.60 $7,477.80
18 21"DIA RCCP STORM SEWER TYPE 2,CLASS III LN FT 624 $12,854.40 53 677 $20.60 $13,946.20
19 24"DIA.RCCP STORM SEWER TYPE 2,CLASS III LN FT 1346 $31,886.74 181 1165 $23.69 $27,598.85
20 27'DIA.RCCP STORM SEWER TYPE I,CLASS IV LN FT 312 $9,640.80 32 280 $30.90 $8,652.00
21 27"DIA RCCP STORM SEWER TYPE 2,CLASS III LN FT 391 $12,081.90 17 408 $30.90 $12,607.20
22 36'DIA.RCCP STORM SEWER TYPE 2,CLASS III LN FT 1717 $67,203.38 589 1128 $39.14 $44,149.92
23 42'DIA RCCP STORM SEWER TYPE 2,CLASS III LN FT 661 $29,275.69 5 656 $44.29 $29,054.24
24 48"DIA RCCP STORM SEWER TYPE 2,CLASS III LN FT 1243 $64,014.50 20 1223 $51.50 $62,984.50
25 14'x 23"ELL.RCCP ST.SEWER,TYPE 1,CLASS IV LN FT 629 $25,914.80 3 632 $41.20 $26,038.40
26 8"DIA.PVC SANITARY SEWER LN FT 43 $1,328.70 146 189 $30.90 $5,840.10
27 10'DIA PVC SANITARY SEWER LN FT 245 $8,832.25 13 258 $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 2 16 $927.00 $14,832.00
31 5'DIA.MANHOLE TYPE A EACH 46 $61,594.00 3 49 $1,339.00 $65,611.00
32 6'DIA.MANHOLE TYPE A EACH 7 $21,630.00 2 9 $3,090.00 $27,810.00
33 4'DIA CATCH BASIN,TYPE A(QTY REDUCED C.O.#1) EACH 105 $91,927.50 7 98 $875.50 $85,799.00
34 2'DIA INLET,TYPE A EACH 2 $1,030.00 1 3 $515.00 $1,545.00
35 ADJUSTING FRAMES&GRATES EACH 101 $10,403.00 61 40 $103.00 $4,120.00
36 CB'S&DRY WELLS TO BE FILLED WITH SAND EACH 41 $4,223.00 2 43 $103.00 $4,429.00
37 B6.18 COMBINATION CURB&GUTTER LN FT 38492 $297,543.16 2906 41398 $7.73 $320,006.54
38 B6 BARRIER CURB LN FT 414 $3,626.64 6 420 $8.76 $3,679.20
39 DRIVEWAY PAVEMENT REMOVAL SQ YD 1148 $2,663.36 673 1821 $2.32 $4,224.72
40 COMBINATION CURB&GUTTER REMOVAL LN FT 3154 $4,888.70 296 2858 $1.55 $4,429.90
41 SIDEWALK REMOVAL(39,000 S.F.INCREASE C.O.#2) SQ FT 52485 $15,745.50 30758 122243 $0.30 $36,672.90
42 BITUMINOUS SURFACE REMOVAL(COLD MILLING) SQ YD 3586 $7,315.44 1678 1908 $2.04 $3,892.32
43 FIRE HYDRANTS TO BE MOVED EACH 3 $4,635.00 3 $1,545.00 $4,635.00
44 SODDING SQ YD 33297 $80,578.74 324 32973 $2.42 $79,794.66
45 TRAFFIC CONTROL L SUM 1 $44,476.43 1.00 $44,476.43 $44,476.43
46 MOBILIZATION L SUM 1 $60,358.00 1.00 $60,358.00 $60,358.00
47 SIDEWALK(39,070 S.F.INCREASED QUANTITY C.O.#2) SQ FT 93204 $210,641.04 30688 123892 $2.26 $279,995.92
48 DRIVEWAY SQ YD 6433 $129,496.29 767 7200 $20.13 $144,936.00
49 WATER MAIN ENCASEMENT LN FT 14 $1,442.00 14 $103.00 $0.00
50 ENGINEERS FIELD OFFICE L SUM 1 $9,270.00 1.00 $9,270.00 $9,270.00
51 UNDERGROUND LIFT STATION L SUM 1 $47,380.00 1.00 $47,380.00 $47,380.00
52 4"DUCTILE IRON FORCEMAIN LN FT 1372 $21,197.40 27 1399 $15.45 $21,614.55
53 DUCTILE IRON PIPE,CLASS 52,CEMENT LINED 4" LN FT 10 $2,575.00 5 15 $257.50 $3,862.50
54 DUCTILE IRON PIPE,CLASS 52,CEMENT LINED 6" LN FT 10 $2,575.00 55 65 $257.50 $16,737.50
55 DUCTILE IRON PIPE,CLASS 52,CEMENT LINED 8" LN FT 2890 $53,580.60 33 2857 $18.54 $52,968.78
56 VALVE VAULT 5'DIAMETER,TYPE 1 FRAME CLOSED LI EACH 11 $12,463.00 3 14 $1,133.00 $15,862.00
57 GATE VALVE,8" 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 1 26 $412.00 $10,712.00
61 WATER SERVICES FAR SIDE EACH 35 $23,432.50 3 38 $669.50 $25,441.00
TOTALS $3,256,207.10 $3,524,338.83
•This total reflects quantity changes included in Change Orders#1
UNIT
MISCELLANEOUS EXTRAS AND CREDITS QUANTITY PRICE VALUE
CHANGE ORDER#1,JUNE 24,1993
62. 2'DIA TYPE'C"CATCH BASIN EACH 15 $681.25 $10,218.75
63. 6'DIA PVC SANITARY SEWER LN FT 687 $29.98 $20,596.26
64. STRUCTURE RECONSTRUCTION EACH 60 $550.00 $33,000.00
65. FRAME&GRATE,TYPE I EACH 52 $150.00 $7,800.00
66. DUST CONTROL UNIT 15 $13.00 $195.00
CHANGE ORDER#2,AUGUST 25,1993
67. 5'DIA SANITARY MANHOLE EACH 3 $1,700.00 $5,100.00
68. UNSUITABLE SOIL REMOVAL&REPLACEMENT CU YD 8452 $29.00 $245,108.00
69. 8"CONCRETE PATCH SQ YD 36 $20.00 $720.00
70. 10"ASPHALT PATCH SQ YD 379 $40.00 $15,160.00
CHANGE ORDER#3,DECEMBER 8,1993
71. PETROMAT SQ YD 3420 $1.06 $3,625.20
72. 6"X6"WOLMANIZED TIMBER TREE WELLS SQ FT 538 $23.00 $12374.00
73. B-BOXES L SUM 1 $10,000.00 $10,000.00
74. 36"CONC PIPE RETURNED(PERFORATED) L SUM 1 $13,443.42 $13,443.42
75. CREDIT FOR RECYCLED BIT-MIX TON 18990 $1.50 ($28,485.00)
76. CREDIT FOR REDUCED THICKNESS OF C.C&G. L.F. 41398 $0.80 ($33,118.40)
77. DEDUCTION FOR WATERMAIN REPAIR L SUM 1 $3,187.67 ($3,187.67)
78. DEDUCTION FOR SIGN REPLACEMENT L SUM • 1 $3,781.95 ($3,781.95)
TOTAL MISCELLANEOUS EXTRAS AND CREDITS $308,767.61
TOTAL VALUE OF COMPLETED WORK $3,833,106.44
DEDUCT RETAINAGE(0%) $0.00
BALANCE DUE ON COMPLETED WORK $3,833,106.44
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 $132102.64
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
PAYOUT NUMBER 7,AUGUST 27,1993 $662,493.09
PAYOUT NUMBER 8,SEPTEMBER 30 1993 $530,583.63
PAYOUT NUMBER 9,OCTOBER 29,1993 $610,810.27
PAYOUT NUMBER 10,DECEMBER 9,1993 $280,921.88
TOTAL MISCELLANEOUS DEBITS&PREVIOUS PAYMENTS $3,641,451.12
NET AMOUNT DUE $191,965.32
/ 1
APPRO =" 1l ' DATED -7 - I ,1994
rim
/ '�"ROJECT ENGINEER
APPROVED �-�.jL�� /
` A _ DATED 7/, ,1994
iir / F. CITY GINEER •
•
SINCE , ?_., 1925
1:, INVOICE NO. 61880
ARROW ROAD CONSTRUCTION COMPANY
3401 SOUTH BUSSE ROAD • P.O.BOX 334 • MT. PROSPECT. ILLINOIS 60056
TELEPHONE 437-0700
SOLD TO: City of Elgin LOCATION: Area II Street & Sewer Improvements
150 Dexter Court
Elgin, IL 60120-5555
Attn: Mr. Steve Pertzborn
OUR JOB NO. EST.NO. CUSTOMER CONTRACT OR P.O. '.O. TERMS PICKED UP AT PLANT INVOICE DATE
675 Final NET 10 DAYS 6/22/94
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Retention Rel-a e Request
Contract Work Cor,"feted To Date 3,833,106.44
Less: Pay RequUo. ;r1 -132,444.12
2 -229,183.05
3 -132,102.64
4 -394,614.16
5 -259,347.25
6 -408,951.03
7 -662,493.09
8 -530,583.63
9 -610,810.27
'0 -280,921.88
Amount Due: 191,655.32
A SERVICE CHARGE OF 11/2% PER MONTH (18%PER ANNUM)
FORM 101 2-83 WILL BE CHARGED O'" ALL ACCOUNTS AFTER 30 DAYS
FINAL WAIVER OF LIEN
STATE OF ILLINOIS SS Gty#
COUNTY OF Cook •
Loan#
TO WHOM IT MAY CONCERN:
WHEREAS the undersigned has been employed by City of Elgin
to furnish Paving
for the premises known as Area II Street & Sewer Improvements
of which City of Elgin is the owner.
The undersigned,for and in consideration of One Hundred Ninety—One Thousand, Six Hundred Fifty—Five and 32/100
($ 19 1,655.32 ) Dollars, and other good and valuable consideration, the receipt whereof is hereby acknowledged, do(es)
hereby waive and release any and all lien or claim of,or right to,lien,under the statutes of the State of Illinois,relating to mechanics'liens,with respect to
and on said above-described premises, and the improvements thereon, and on the material, fixtures, apparatus or machinery furnished, and on the
moneys,funds or other considerations due or to become due from the owner,on account of labor,services,material, fixtures,apparatus or machinery
heretofore furnished,or which may be furnished at any time hereafter,by the undersigned for the above-described premises.
Given under hand and seal this
23rd day of June 19 94
Signature and Seal:
NOTE:All waivers must be for the full amount paid. If waiver is for a corporation, rporate name s ould be used,corporate seal affixed and title of
officer signing waiver should be set forth;if waiver is for a partnership,the partnership name should be used,partner should sign and designate himself
as partner.
STATE OF ILLINOIS CONTRACTOR'S AFFIDAVIT
SS
COUNTY OF Cook
TO WHOM IT MAY CONCERN:
THE undersigned,being duly sworn,deposes and says that he is R. J. Rizzo
Vice President of the Arrow Road Construction Co.
who is the contractor for the paving work on the
building located at Area II Street & Sewer Improvements
owned by City of Elgin
That the total amount of the contract including extras is$3,833, 106.44 on which he has received payment of
$ 3,641,451 . 12 prior to this payment. That all waivers are true, correct and genuine and delivered unconditionally and that
there is no claim either legal or equitable to defeat the validity of said waivers.That the following are the names of all parties who have furnished material
or labor, or both for said work and all parties having contracts or sub contracts for specific portions of said work or for material entering into the
construction thereof and the amount due or to become due to each,and that the items mentioned include all labor and material required to complete said
work according to plans and specifications:
CONTRACT AMOUNT THIS BALANCE
NAMES WHAT FOR PRICE PAID PAYMENT DUE
Arrow Road Construction Co. L.E.M. * 3,833,106.44 3,641,451.12 191,655.32 0.00
All materials taken from fully paid stock and delivered to jobisite in Arran s trucks.
TOTAL LABOR AND MATERIAL TO COMPLETE _ 3,833,106.44 3,641,451.12 191,655.32 0.00
That there are no other contracts for said work outstanding,and that there is nothing due or to become due to any person for material,labor or other work
of any kind done or to be done upon or in connection with said work other than above stated.
Signed this 23rd day of June , 19
/_ /.�` '
•"OFFICIAL SEAL"
Subscribed and sworn to before me this 23rd dtig June 19 94
Notary Public, State of Illinois ( \
My Commission Ex^fires 8 4 • 1 J\ /
F.3870 Rl/89 i�(�/_