93-0414 Western Area II Voucher 1 RESOLUTION
AUTHORIZING THE ISSUANCE OF VOUCHER NUMBER 1 OF
SPECIAL ASSESSMENT WESTERN ELGIN AREA II
WHEREAS, the engineer's first payment estimate in the
amount of $132,444 . 11 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, 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. 1 in the amount of $132,444 . 11
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: April 14, 1993
Adopted: April 14, 1993
Vote: Yeas 6 Nays 0
Recorded:
Attest:
s/ Dolonna Mecum
Dolonna Mecum, Secretary
fw. SPECIAL ASSESSMENT VOUCHER
CITY OF ELGIN
STATE OF ILLINOIS
COUNTIES OF KANE AND COOK
VOUCHER NO. 1 WESTERN ELGIN AREA II
SPECIAL ASSESSMENT NO. TX 92 0004
$132,444 . 11
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 Thirty-Two Thousand Four Hundred Forty-Four Dollars and
Eleven Cents ( $132,444 . 11) 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 first Voucher issued on account of such work done.
This voucher was authorized by a vote of the City Council of the
City of Elgin, Kane and Cook Counties, Illinois, at a meeting held
on the day of , 1993 .
IN WITNESS WHEREOF, the City of Elgin 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 .
ARROW ROAD CONSTRUCTION
By
CITY OF ELGIN
KANE COUNTY, ILLINOIS
AREA II STREET AND SEWER IMPROVEMENTS
CITY COST CENTER 7109
ENGINEER'S PAYMENT ESTIMATE
ESTIMATE NO. 1 FROM JANUARY 1, 1993 TO
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 $4.64 $0.00
2 TRENCH HACXFILL CU YD 10334 $191,592.36 300 $18.54 $5,562.00
3 SUB-BASE GRANULAR MATERIAL TYPE B TON 4387 $53,170.44 $12.12 $0.00
4 TOPSOIL PLACEMENT (4") SQ YD 33598 $43,341.42 $1.29 $0.00
5 i2° AGGREGATE BASE COURSE, TYPE B TON 6635 $52,880.95 $7.97 $0.00
6 8° AGGREGATE BASE COURSE, TYPE B TON 34619 $303,608.63 $8.77 $0.00
7 8° BITUMINOUIS BASE COURSE TON 4227 $127,824.48 $30.24 $0.00
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 $27.14 $0.00
10 RELOCATE WATER OR SLUDGE MAIN EACH 10 $20,600.00 $2,060.00 $0.00
11 10" DIA. RCCP STORM SEWER TYPE I, CLASS IV LN FT 234 $3,615.30 $15.45 $0.00
12 12" DIA. RCCP STORY SEWER TYPE I, CLASS IV LN FT 2864 $47,198.72 $16.48 $0.00
13 15" DIA. RCCP STORM SEWER TYPE 1, CLASS IV LN FT 2103 $34,657.44 $16.48 $0.00
14 15" DIA. FCC? STORM SEWER TYPE 2, CLASS III LN FT 2637 $43,457.76 $16.48 $0.00
15 18" DIA. RCCP STORM SEWER TYPE 1, CLASS IV LN FT 70 $2,018.80 $28.84 $0.00
16 18" DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 1150 $21,321.00 $18.54 $0.00
17 21' DIA. RCCP STORM SEWER TYPE I, CLASS IV LN FT 329 $6,777.40 $20.60 $0.00
18 21" DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 624 $12,854.40 $20.60 $0.00
19 24" DIA. RCCP STORM SEWER TYPE 2, CLASS Iii LN FT 1346 $31,886.74 $23.69 $0.00
20 27" DIA. RCCP STORM SEWER TYPE I, CLASS IV LN FT 312 $9,640.80 $30.90 $0.00
21 27" DIA. FCC? STORM SEWER TYPE 2, CLASS III LN FT 391 $12,081.90 $30.90 $0,00
22 36" DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 1717 $67,203.38 $39.14 $0.00
23 42" DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 661 $29,275.69 $44.29 $0.00
24 48" DIA. FCC? STORM SEWER TYPE 2, CLASS III LN FT 1243 $64,014.50 $51.50 $0.00
25 14' x 23" ELL. RCCP ST. SEWER, TYPE 1, CLASS IV LN FT 629 $25,914.80 $41.20 $0.00
26 8' DIA. PVC SANITARY SEWER LN FT 43 $1,328.70 34 $30.90 $1,050.60
27 10" DIA. PVC SANITARY SEWER LN FT 245 $8,832.25 258 $36.05 $9,300.90
28 15" DIA. PVC SANITARY SEWER IN FT 6 $1,854.00 6 $309.00 $1,854.00
29 MANHOLE SPECIAL NO. 1 EACH 1 $3,914.00 $3,914.00 $0.00
30 4' DIA. MANHOLE TYPE A EACH 18 $16,686.00 $927.00 $0.00
31 5' DIA. MANHOLE TYPE A FACE 46 $61,594.00 $1,339.00 $0.00
32 6' DIA. MANHOLE TYPE A EACH 7 $21,630.00 $3,090.00 $0.00
33 4' DIA. CATCH BASIN, TYPE A EACH 115 $100,682.50 $875.50 $0.00
34 2' DIA. INLET, TYPE A EACH 2 $1,030.00 $515.00 $0.00
35 ADJUSTING FRAMES & GRATES EACH 101 $10,403.00 $103.00 $0.00
36 CB'S & DRY WELLS TO BE FILLED WITH SAND EACH 41 $4,223.00 $103.00 $0.00
37 86.18 COMBINATION CURB & GUTTER LN FT 38492 $297,543.16 $7.73 $0.00
38 86 BARRIER CURB LN FT 414 $3,626.64 $8.76 $0.00
39 DRIVEWAY PAVEMENT REMOVAL SQ VD 1148 $2,663.36 $2.32 $0.00
40 COMBINATION CURB 3 GUTTER REMOVAL LN FT 3154 $4,888.70 $1.55 $0.00
41 SIDEWALK REMOVAL SQ FT 52485 $15,745.50 $0.30 $0.00
42 BITUMINOUS SURFACE REMOVAL (COLD MILLING) SQ 7D 3586 $7,315.44 $2.04 $0.00
42
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 $2.42 $0.00
45 TRAFFIC CONTROL L SUM 1 $44,476.43 0.11 $44,476.43 $4,892.41 .
46 MOBILIZATION L SUM 1 $60,358.00 0.10 $60,358.00 $6,035.80
47 SIDEWALK SQ FT 54134 $122,342.84 $2.26 $0.00
48 DRIVEWAY SQ YD 6433 $129,496.29 $20.13 $0.00
49 WATER MAIN ENCASEMENT LN FT 14 $1,442.00 $103.00 $0.00
50 ENGINEERS FIELD OFFICE L SUM 1 $9,270.00 0.11 $9,270.00 $1,019.70
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 6 $257.50 $1,545.00
54 DUCTILE IRON PIPE, CLASS 52, CEMENT LINED 6' LN FT 10 $2,575.00 60 $257.50 $15,450.00
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 13 $1,133.00 $14,729.00
5T 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 11 $2,060.00 $22,660.00
60 WATER SERVICES NEAR SIDE EACH 27 $11,124.00 $412.00 $0.00
61 WATER SERVICES FAR SIDE EACH 35 $23,432.50 $669.50 $0.00
TOTALS $3,176,663.90 $147,160.13
MISCELLANEOUS EXTRAS AND CREDIT VALUE
TOTAL MISCELLANEOUS EXTRAS AND CREDITS $0.00
TOTAL VALUE OF COMPLETED WORK $147,160.13
DEDUCT BETAINAGE (10%) $14,716.01
BALANCE DUE ON COMPLETED WORK $132,444.11
MISCELLANEOUS DEBITS VALUE
PREVIOUS PAYMENTS
$0.00
NET AMOUNT DUE $132,444.11
APPROVED DATED 4-- I i993
�� P70J?CT ENGINEER
SIGNED_ ✓ ✓� /' 9T �/
C� ,� � DATED �f , 1993
CITY ENGINEER
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WAIVER OF LIEN TO DATE
STATE OF ILLINOIS SS Gty rY
COUNTY OF Cook
Loan#
TO WHOM IT MAY CONCERN:
WHEREAS the undersigned has been employed by City of Elgin
to furnish Area TT Street & Sewer Improvements
for the premises known as Various Streets
of which City of Elgin is the owner.
One Hundred Thirty Two Thousand
THE undersigned,for and in consideration of Four Hundred Forty Four and 12/100.
($ 112,444-12 )Dollars,and other good and valuable considerations,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,
furnished to this date by the undersigned for the above-described premises.
Given under my hand and seal this
12th day of March 93
19 •
Signature and Seal: ,e_1 `
NOTE:All waivers must be for the full amount paid.If waiver is for a corporation,corporate name s oul be used,corporate seal of ixed and title of
officer signing waiver should be set forth;if waiver is fora partnership,the partnership name should be used,partner should sign and designate himself
as partner. 11}-
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
Vise President of the Arrow Road Construction Company
who is the contractor for the Area II Street & Sewer Tmprovements work on the
building located at Various Streets
owned by City of Elgin
That the total amount of the contract including extras is$ 3,176,663-90 on which he has received payment of
$ 0.00 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 Company L.E.M. 3,176,663.90 0.00 132,444.12 3,044,219.78
All materials taken from fully paid stock and delivered to ,job site in Arrow's trucks.
TOTAL LABOR AND MATERIAL TO COMPLETE 3,176,663.90 0.00 132,444.12 3,044,219.78
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 12th day of March , 19933_ .
"MFR.;_ . SEAL" /
Subscribed and sworn to before me this Jahn S. MUELLER d. of March , 19 93 .
-tar/ utile, State of Illinois
My Commission Expires 2/16/95
F.1722 R1/89 ,M�y. A/ -
• SINCE' 1925
AL INVOICE NO. 60031
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 &
150 Dexter Court Sewer Improvements
Elgin, IL 60120-555
Attn: Mr. Steve Pertzborn
OUR JOB NO. EST.NO. CUSTOMER CONTRACT OR P.O. NO. TERMS PICKED UP AT PLANT
INVOICE DATE
675 1/Partial NET 10 DAYS 3/12/93
dii AN tTY ITE141 w DE CRtpTto$ PRICE Amouor
Contract Work Completed To Date (See Attached) 147,160.13
Less: 10% Retention -14,716.01
Total: 132,444. 12
A SERVICE CHARGE OF VA% PER MONTH (18% PER ANNUM)
FORM 101 2-83 WILL BE CHARGED ON ALL ACCOUNTS AFTER 30 DAYS
PROJECT NAME: Area II Street & Sewer Improvements JOB NO.: 675
CONTRACTOR: City of Elgin DATE: March 12, 1993
CONTRACT NO.: ESTIMATE NO.: 1/Partial
PAGE NO.: 1
TOTAL TO THIS COMPLETED THIS
ESTIMATE ESTIMATE TOTAL TO DATE
EST UNIT
LINE DESCRIPTION UNIT QTY COST TOTAL COST QTY COST QTY COST QTY COST
1. Earth Excavation cy 49,265 4.64 228,589.60
2. Trench Backfill cy 10,334 18.54 191,592.36 300 5,562.00 300.00 5,562.00
3. Subbase Gran Material tn 4,387 12.12 53,170.44
4. Topsoil Placement (4"( sy 33,598 1.29 43,341.42
5. 12"Aggregate Base Cse tn 6,635 7.97 52,880.95
Type B
6. 8"Aggregate Base Cse Type B tn 34,619 8.77 303,608.63
7. 8" Bituminous Base Cse tn 4,227 30.24 127,824.48
8. Bituminous Material (Prime gal 21,143 0.78 16,491.54
Coat)
9. Bituminous Surface Plant Mix tn 18,695 27.14 507,382.30
CL B Mod
10. Relocate Water or Sludge ea 10 2,060.00 20,600.00
Main
11. 10" Dia RCCP SS lf 234 15.45 3,615.30
Type 1 CL IV
12. 12" RCCP SS Type 1 CL IV If 2,864 16.48 47,198.72
13. 15" RCCP SS Type 1 CL IV if 2,103 16.48 34,657.44
.14. 15" RCCP SS Type 2 CL III lf 2,637 16.48 43,457.76
PROJECT NAME: Area II Street & Sewer Improvements JOB NO.: 675
CONTRACTOR: City of Elgin DATE: March 12, 1993
CONTRACT NO.: ESTIMATE NO.: 1/Partial
PAGE NO.: 2
TOTAL.TO THIS COMPLETED THIS
ESTIMATE ESTIMATE TOTAL TO DATE
EST UNIT
LINE DESCRIPTION UNIT QTY COST TOTAL COST QTY COST QTY COST QTY COST
15. 18"RCCP SS Type 1 CL IV If 70 28.84 2,018.80
16. 18" RCCP SS Type 2 CL III If 1,150 18.54 21,321.00
17. 21"RCCP SS Type 1 CL IV if 329 20.60 6,777.40
18. 21" RCCP SS Type 2 CL III If 624 20.60 12,854.40
19. 24" RCCP SS Type 2 CL III if 1,346 23.69 31,886.74
20. 27" RCCP SS Type 1 CL IV If 312 30.90 9,640.80
21. 27"RCCP SS Type 2 CL III If 391 30.90 12,081.90
22. 36" RCCP SS Type 2 CL III If 1,717 39.14 67,203.38
23. 42"RCCP SS Type 2 CL III If 661 44.29 29,275.69
24. 48" RCCP SS Type 2 CL III If 1,243 51.50 64,014.50
25. 14"X 23" ELL RCCP SS TY 1 If 629 41.20 25,914.80
CL IV
26. 8" Dia PVC Sanitary Sewer if 43 30.90 1,328.70 34 1,050.60 34.00 1,050.60
27. 10" Dia PVC Sanitary Sewer If 245 36.05 8,832.25 258 9,300.90 258.00 9,300.90
28. 15"Dia PVC Sanitary Sewer If 6 309.00 1,854.00 6 1,854.00 6.00 1,854.00
29. Manhole Special No. 1 ea 1 3,914.00 3,914.00
PROJECT NAME: Area II Street & Sewer Improvements JOB NO.: 675
CONTRACTOR: City of Elgin DATE: March 12, 1993
CONTRACT NO.: ESTIMATE NO.: 1/Partial
PAGE NO.: 3
TOTAL TO THIS COMPLETED THIS
EST UNIT
ESTIMATE ESTIMATE TOTAL TO DATE
LINE DESCRIPTION UNIT QTY COST TOTAL COST QTY COST QTY COST QTY COST
30. 4' Dia Manhole Type A ea 18 927.00 16,686.00
31. 5' Dia Manhole Type A ea 46 1,339.00 61,594.00
32. 6' Dia Manhole Type A ea 7 3,090.00 21,630.00
33. 4' Dia Catch Basin Type A ea 115 875.50 100,682.50
34. 2' Dia Inlet Type A ea 2 515.00 1,030.00
35. Adjusting Frames & Grates ea 101 103.00 10,403.00
36. Catch Basin & Drywells to be ea 41 103.00 4,223.00
Filled with Sand
37. 136.18 Comb Curb and Gutter If 38,492 7.73 297,543.16
38. B6 Barrier Curb If 414 8.76 3,626.64
39. Driveway Pavement Removal sy 1,148 2.32 2,663.36
40. Comb Curb and Gutter if 3,154 1.55 4,888.70
Removal
41. Sidewalk Removal sf 52,485 0.30 15,745.50
42. Bituminous Surface Removal sy 3,586 2.04 7,315.44
(Cold Milling)
43. Fire Hydrants to be Moved ea 3 1,545.00 4,635.00 3 4,635.00 3.00 4,635.00
44. Sodding sy 33,297 2.42 80,578.74
PROJECT NAME: Area II Street & Sewer Improvements JOB NO.: 675
CONTRACTOR: City of Elgin DATE: March 12, 1993
CON TRACT NO.: ESTIMATE NO.: 1/Partial
PAGE NO.: 4
TOTAL TO THIS COMPLETED THIS
ESTIMATE ESTIMATE TOTAL TO DATE
EST UNIT
LINE DESCRIPTION UNIT QTY COST TOTAL COST QTY COST QTY COST
QTY i COST'.:
45. Traffic Control LS 1 44476.43 44,476.43 0.11 4,892.41 0.11 4,892.41
46. Mobilization LS 1 60358.00 60,358.00 0.10 6,035.80 0.10 6,035.80
47. Sidewalk sf 54,134 2.26 122,342.84
48. Driveway sy 6,433 20.13 129,496.29
49. Water Main Encasement If 14 103.00 1,442.00
50. Engineer's Field Office LS 1 9,270.00 9,270.00 0.11 1,019.70 0.11 1,019.70
51. Underground Lift Station LS 1 47,380.00 47,380.00
52. 4" Ductile Iron Force Main If 1,372 15.45 21,197.40
53. Ductile Iron Pipe, CL 52 if 10 257.50 2,575.00 6 1,545.00 6.00 1,545.00
Cement Lined 4"
54. Ductile Iron Pipe CL 52 if 10 257.50 2,575.00 60 15,450.00 60.00 15,450.00
Cement Lined 6"
55. Ductile Iron Pipe CL 52 if 2,890 18.54 53,580.60 2,843 52,709.22 2,843.00 52,709.22
Cement Lined 8"
56. Valve Vault 5' Dia Type 1 ea 11 1,133.00 12,463.00 13 14,729.00 13.00 14,729.00
Frame Closed Lid
57. Gate Valve 8" ea 1 360.50 360.50 1 360.50 1.00 360.50
58. Fire Hydrant ea 4 1,339.00 5,356.00 4 5,356.00 4.00 5,356.00
59. Pressure Connection ea 11 2,060.00 22,660.00 11 22,660.00 11.00 22,660.00
PROJECT NAME: Area II Street & Sewer Improvements JOB NO.: 675
CONTRACTOR: City of Elgin DATE: March 12, 1993
CONTRACT NO.: ESTIMATE NO.: 1/Partial
PAGE NO.: 5
TOTAL TO THIS COMPLETED THIS
ESTIMATE ESTIMATE TOTAL TO DATE
EST UNIT
LINE DESCRIPTION UNIT QTY COST TOTAL COST QTY COST QTY COST QTY COST
60. Water Services Near Side ea 27 412.00 11,124.00
61. Water Services Far Side ea 35 669.50 23,432.50
$ 3,176,663.90 $ $ 147,160.13 $ 147,160.13