93-0609 Western Area II Voucher 4 RESOLUTION
AUTHORIZING THE ISSUANCE OF VOUCHER NUMBER 4 OF
SPECIAL ASSESSMENT WESTERN ELGIN AREA II
WHEREAS, the engineer's payment estimate in the amount of
$394,614 . 16 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. 4 in the amount of $394,614 . 16
to Arrow Road Construction
A copy of said voucher being attached hereto and made a part
hereof.
s/ George VanDeVoorde
George VanDeVoorde, President
Presented: June 9, 1993
Adopted: June 9, 1993
Omnibus 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. 4 WESTERN ELGIN AREA II
SPECIAL ASSESSMENT NO. TX 92 0004
$394,614 . 16
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
Three Hundred Ninety-Four Thousand Six Hundred Fourteen Dollars
and 16/100 ($394,614 . 16) 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 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 fixed hereto at the
City of Elgin, Illinois, this /'c d of ,-,P- , 1993 .
George Vya eVoorde, Mayor
Countersigned: i'C '� Lz- M-@ ctc r`
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. 4 FROM MAY 1,1993 TO JUNE 1,1993
PAYABLE TO: ARROW ROAD CONSTRUCTION
3401 SOUTH BUSSE ROAD
P.O. BOX 334
MOUNT PROSPECT, ILLINOIS 60056
(708)437-0700
TEM AWARDED ADDED DEDUCTED COMPLETED
o. DESCRIPTION UNIT QUANTITY VALUE QUANTITY QUANTITY QUANTITY UNIT PRICE VALUE
1 EARTH EXCAVATION CU YD 49265 $228,589.60 8798 $4.64 $40,822.72
2 TRENCH BACKFILL CU YD 10334 $191,592.36 8700 $18.54 $161,298.00
3 SUB-BASE GRANULAR MATERIAL TYPE B TON 4387 $53,170.44 1016 $12.12 $12,313.92
4 TOPSOIL PLACEMENT (4") SO YD 33598 $43,341.42 $1.29 $0.00
5 12" AGGREGATE BASE COURSE, TYPE B TON 6635 $52,880.95 266 $7.97 $2,120.02
6 8" AGGREGATE BASE COURSE, TYPE B TON 34619 $303,608.63 849 $8.77 $7,445.73
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 4 $2,060.00 $8,240.00
11 10" DIA. RCCP STORM SEWER TYPE I, CLASS IV LN FT 234 $3,615.30 206 $15.45 $3,182.70
12 12" DIA. RCCP STORM SEWER TYPE I, CLASS IV LN FT 2864 $47,198.72 1929 $16.48 $31,789.92
13 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 71 $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 I, CLASS IV LW FT 329 $6,777.40 363 $20.60 $7,477.80
18 21° DIA. RCCP STORM SEWER TYPE 2, CLASS III LN FT 624 $12,854.40 674 $20.60 $13,884.40
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 IN 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 LN 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 LN FT 1243 $64,014.50 285 $51.50 $14,677.50
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 $1,328.10 122 $30.90 $3,769.80
27 10" DIA. PVC SANITARY SEWER LN 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 49 $1,339.00 $65,611.00
32 6' DIA. MANHOLE TYPE A EACH 7 $21,630.00 4 $3,090.00 $12,360.00
33 4' DIA. CATCH BASIN, TYPE A EACH 115 $100,682.50 63 $875.50 $55,156.50
34 2' DIA. INLET, TYPE A EACH 2 $1,030.00 1 $515.00 $515.00
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 32 $103.00 $3,296.00
37 86.18 COMBINATION CURB & GUTTER LN FT 38492 $297,543.16 1776 $7.73 $13,728.48
38 86 BARRIER CURB LW FT 414 $3,626.64 $8.76 $0.00
39 DRIVEWAY PAVEMENT REMOVAL SO YD 1148 $2,663.36 620 $2.32 $1,438.40
40 COMBINATION CURB & GUTTER REMOVAL LN FT 3154 $4,888.70 983 $1.55 $1,523.6`.
41 SIDEWALK REMOVAL SO FT 52485 $15,745.50 23802 $0.30 $7,140.6(
42 BITUMINOUS SURFACE REMOVAL (COLD MILLING) SO YD 3586 $7,315.44 $2.04 $0.0(
43 FIRE HYDRANTS TO BE MOVED EACH 3 $4,635.00 3 $1,545.00 $4,635.0(
44 SODDING SO YD 33297 $80,578.74 $2.42 $0.0(
45 TRAFFIC CONTROL L SUM 1 $44,476.43 0.33 $44,476.43 $14,677.22
46 MOBILIZATION L SUM 1 $60,358.00 1.00 $60,358.00 $60,358.0(
47 SIDEWALK SO FT 54134 $122,342.84 $2.26 $0.0(
48 DRIVEWAY SO YD 6433 $129,496.29 $20.13 $0.01
49 WATER MAIN ENCASEMENT LN FT 14 $1,442.00 $103.00 $0.0(
50 ENGINEERS FIELD OFFICE L SUM 1 $9,270.00 0.33 $9,270.00 $3,059.1(
51 UNDERGROUND LIFT STATION L SUM 1 $47,380.00 $47,380.00 $0.0(
52 4" DUCTILE IRON FORCEMAIN LN FT 1372 $21,197.40 $15.45 $0.0`
53 DUCTILE IRON PIPE, CLASS 52, CEMENT LINED 4" LN FT 10 $2,575.00 15 $257.50 $3,862.51
54 DUCTILE IRON PIPE, CLASS 52, CEMENT LINED 6" LN FT 10 $2,575.00 65 $257.50 $16,737.51
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 $15,862.01
57 GATE VALVE, 8° EACH 1 $360.50 1 $360.50 $360.51
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 $10,300.0(
61 WATER SERVICES FAR SIDE EACH 35 $23,432.50 38 $669.50 $25,441.01
TOTALS $3,176,663.90 $987,048.81
MISCELLANEOUS EXTRAS AND CREDIT VALUE
TOTAL MISCELLANEOUS EXTRAS AND CREDITS $0.00
TOTAL VALUE OF COMPLETED WORK $987,048.85
DEDUCT RETAINAGE (10%) $98,704.89
BALANCE DUE ON COMPLETED WORK $888,343.97
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
TOTAL MISCELLANEOUS DEBITS & PREVIOUS PAYMENTS $493,729.81
NET AMOUNT DUE $394,614.16
APPROVED .( _,,,,ii / �� _ - DATED 6.---/- ?3 , 1993
' ��' PROJECT ENGINEER 6 - /- ‘?3
SIGNED X11/��=�- DATED , 1993
CITY ENGINEER
SINCE :" 1925
�T Ak INVOICE NO. 60244
ARROW ROAD CONSTRUCTION COMPANY
3401 SOUTH BUSSE ROAD • P.O. BOX 334 • MT. PROSPECT. ILLINOIS 60056
TELEPHONE 437-0700
SOLD TO: LOCATION:
City of Elgin 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. NO. TERMS PICKED UP AT PLANT INVOICE DATE
675 4/Partial NET 10 DAYS 5/28/93
4.r. $`.,! d v ti� r 4i yz } 0 fi x Ii SS xgi c, .V Y F I k F� P
_ J. 1. . N,,itr
4V
x,.' rf 1iN f 4kf- M t� r ,t ,I W ry a it k K :ew„a 5 i,4i u,.$ 4-4414' � a'I ,'. �x 's '3''7 ''
��,r '"� wP 4., a•� ,fix t,-SM„,*4.� "r� z sv�^, " .; :m. �, -� i J % ,k' s,.� s a � n�'4i ,...,: , . i g ”'/
Contract Work Completed To Date (See Attached) 987,048 .85
Less: 10% Retention -98,704.89
888,343.96
Less: Pay Request #1 -132,444.11
Pay Request #2 (Adjusted) -229,183.05
Pay Request #3 (Adjusted) -132,102.64
Amount Due: 394,614.16
A SERVICE CHARGE OF 11/2% PER MONTH (18%PER ANNUM) r
FORM 101 2-83 WILL RE CHARGED ON ALL ACCOUNTS AFTER 30 DAYS
WAIVER OF LIEN TO DATE
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 Area II Steet & Sewer Improvements
for the premises known as
Various Streets
of which City of Elgin
is the owner.
THE undersigned,for and in consideration of Three Hundred Ninety-Four Thousand, Six Hundred Fourteen & 16/100
($ 394,614.16 )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 hand and seal this
27th day of May , 19 93
Signature and Seal: 4r-3;.0---
NOTE:All waivers must be for the full amount paid.If waiver is fora corporation, rporate name should 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 Area II Street & Sewer u.rovements work on the
building located at Various Streets
owned by CI of Elfin
That the total amount of the contract including extras is$3,176,663.90 on which he has rec-ived payment of
$ 493,729.80 prior to this payment.That all waivers are true,correct and genuine and delivered uncon•'tionally 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 rnished 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 requi .' to complete said
work according to plans and specifications:
re CONTRACT AMOUNT THIS BALANCE
• NAMES WHAT FOR PRICE PAID PAYME DUE
Arrow Road Construction Co. L.E.M.* 3,176,663.90 493,729.80 394,614.6 2,288,319.94
* All materials taken from full s • • and delivered to joosite in , • s trucks.
TOTAL LABOR AND MATERIAL TO COMPLETE 3,176,663.90 493,729.80 394,614, 6 2,288,319.94
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,1.bor or other work
of any kind done or to be done upon or in connection with said work other than above stated.
Signed this 27th day of May 19 93
/
"OFFICIAL SEAL"
Subscribed and sworn to before me this 2710 ,E L. GENOVESE d., of May 19 93
Notary Public, State of Illinois
F.1722 R1/8s My Commisrlon Ex;ins 8/4/94 �� r'
•
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: 5/28/93
CONTRACT NO. EST. NO. :4/PARTIAL
EST UNIT TOTAL TOTAL TO THIS EST. COMPLETED THIS EST. TOTAL TO DATE
LINE DESCRIPTION UNIT QTY COST COST QTY COST QTY COST QTY COST
1. EARTH EXCAVATION CY 49,265 4.64 228,589.60 5,500 25,520.00 3,298 15,302.72 8,798 40,822.72
2. TRENCH BACKFILL CY 10,334 18.54 191,592.36 4,000 74,160.00 4,700.00 87,138.00 8,700 161,298.00
3. SUBBASE GRAN TN 4,387 12.12 53,170.44 1,016.00 12,313.92 1,016 12,313.92
MATERIAL TYPE B
4. TOPSOIL PLACEMENT SY 33,598 1.29 43,341.42
(4")
5. 12" AGGREGATE TN 6,635 7.97 52,880.95 266.00 2,120.02 266 2,120.02
BASE CSE TYPE B
6. 8" AGGREGATE TN 34,619 8.77 303,608.63 849.00 7,445.73 849 7,445.73
BASE CSE TYPE B
7. 8" BITUMINOUS TN 4,227 30.24 127,824.48
BASE CSE
8. BITUMINOUS MATERIAL GAL 21,143 0.78 16,491.54
(PRIME COAT)
9. BITUMINOUS SURFACE TN 18,695 27.14 507,382.30
PLANT MIX CL B MOD
10. RELOCATE WATER OR EA 10 2060.00 20,600.00 4.00 8,240.00 4 8,240.00
SLUDGE MAIN
11. 10" DIA RCCP SS LF 234 15.45 3,615.30 36 556.20 170.00 2,626.50 206 3,182.70
TYPE 1 CL IV
12. 12" RCCP SS LF 2,864 16.48 47,198.72 866 14,271.68 1,063.00 17,518.24 1,929 31,789.92
TYPE 1 CL IV
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: 5/28/93
CONTRACT NO. EST. NO. :4/PARTIAL
EST UNIT TOTAL TOTAL TO THIS EST. COMPLETED THIS EST. TOTAL TO DATE
LINE DESCRIPTION UNIT QTY COST COST QTY COST QTY COST
QTY COST
13. 15" RCCP SS LF 2,103 16.48 34,657.44 1,220 20,105.60 877.00 14,452.96 2,097 34,558.56
TYPE 1 CL IV
14. 15" RCCP SS LF 2,637 16.48 43,457.76 482 7,943.36 2,257.00 37,195.36 2,739 45,138.72
TYPE 2 CL III
15. 18" RCCP SS LF 70 28.84 2,018.80 71 2,047.64 71 2,047.64
TYPE 1 CL IV
16. 18" RCCP SS LF 1,150 18.54 21,321.00 229 4,245.66 927.00 17,186.58 1,156 21,432.24
TYPE 2 CL III
17. 21" RCCP SS LF 329 20.60 6,777.40 363 7,477.80 363 7,477.80
TYPE 1 CL IV
18. 21" RCCP SS LF 624 20.60 12,854.40 338 6,962.80 336.00 6,921.60 674 13,884.40
TYPE 2 CL III
19. 24" RCCP SS LF 1,346 23.69 31,886.74 237 5,614.53 928.00 21,984.32 1,165 27,598.85
TYPE 2 CL III
20. 27" RCCP SS LF 312 30.90 9,640.80 280 8,652.00 280 8,652.00
TYPE 1 CL IV
21. 27" RCCP SS LF 391 30.90 12,081.90 408 12,607.20 408 12,607.20
TYPE 2 CL III
22. 36" RCCP SS LF 1,717 39.14 67,203.38 840 32,877.60 288.00 11,272.32 1,128 44,149.92
TYPE 2 CL III
23. 42" RCCP SS LF 661 44.29 29,275.69 656 29,054.24 656 29,054.24
TYPE 2 CL III
24. 48" RCCP SS LF 1,243 51.50 64,014.50 285 14,677.50 285 14,677.50
TYPE 2 CL III
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: 5/28/93
CONTRACT NO. EST. NO. :4/PARTIAL
EST UNIT TOTAL TOTAL TO THIS EST. COMPLETED THIS EST. TOTAL TO DATE
LINE DESCRIPTION UNIT QTY COST COST QTY COST QTY COST QTY COST
25. 14" X 23" ELL RCCP LF 629 41.20 25,914.80 632.00 26,038.40 632 26,038.40
SS TY 1 CL IV
26. 8" DIA PVC LF 43 30.90 1,328.70 112 3,460.80 10.00 309.00 122 3,769.80
SANITARY SEWER
27. 10" DIA PVC LF 245 36.05 8,832.25 258 9,300.90 258 9,300.90
SANITARY SEWER
28. 15" DIA PVC LF 6 309.00 1,854.00 6 1,854.00 6 1,854.00
SANITARY SEWER
29. MANHOLE SPECIAL EA 1 3914.00 3,914.00 1.00 3,914.00 1 3,914.00
NO. 1
30. 4' DIA EA 18 927.00 16,686.00 4 3,708.00 12.00 11,124.00 16 14,832.00
MANHOLE TY A
31. 5' DIA EA 46 1339.00 61,594.00 22 29,458.00 27.00 36,153.00 49 65,611.00
MANHOLE TYPE A
32. 6' DIA EA 7 3090.00 21,630.00 4 12,360.00 4 12,360.00
MANHOLE TYPE A
33. 4' DIA CATCH BASIN EA 115 875.50 100,682.50 34 29,767.00 29.00 25,389.50 63 55,156.50
TYPE A
34. 2' DIA INLET EA 2 515.00 1,030.00 1 515.00 1 515.00
TYPE A
35. ADJUSTING FRAMES & EA 101 103.00 10,403.00
GRATES
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: 5/28/93
CONTRACT NO. EST. NO. :4/PARTIAL
EST UNIT TOTAL TOTAL TO THIS EST. COMPLETED THIS EST. TOTAL TO DATE
LINE DESCRIPTION UNIT QTY COST COST QTY COST QTY COST QTY COST
36. CATCH BAS & DRYWELLS EA 41 103.00 4,223.00 17 1,751.00 15.00 1,545.00 32 3,296.00
TO BE FILLED WITH SAND
37. B6.18 COMB CURB LF 38,492 7.73 297,543.16 1,776.00 13,728.48 1,776 13,728.48
AND GUTTER
38. B6 BARRIER LF 414 8.76 3,626.64
CURB
39. DRIVEWAY PAVEMENT SY 1,148 2.32 2,663.36 138 320.16 482.00 1,118.24 620 1,438.40
REMOVAL
40. COMB CURB AND LF 3,154 1.55 4,888.70 296 458.80 687.00 1,064.85 983 1,523.65
GUTTER REMOVAL
41. SIDEWALK SF 52,485 0.30 15,745.50 8,357 2,507.10 15445.0 4,633.50 23,802 7,140.60
REMOVAL
42. BITUMINOUS SURFACE SY 3,586 2.04 7,315.44
REMOVAL (COLD MILLING)
43. FIRE HYDRANTS TO EA 3 1545.00 4,635.00 3 4,635.00 3 4,635.00
BE MOVED
44. SODDING SY 33,297 2.42 80,578.74
45. TRAFFIC CONTROL LS 1 44476.43 44,476.43 0.22 9,784.81 0.11 4,892.41 0.33 14,677.22
46. MOBILIZATION LS 1 60358.00 60,358.00 0.30 18,107.40 0.70 42,250.60 1.00 60,358.00
47. SIDEWALK SF 54,134 2.26 122,342.84
48. DRIVEWAY SY 6,433 20.13 129,496.29
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: 5/28/93
CONTRACT NO. EST. NO. :4/PARTIAL
EST UNIT TOTAL TOTAL TO THIS EST. COMPLETED THIS EST. TOTAL TO DATE
LINE DESCRIPTION UNIT QTY COST COST QTY COST QTY COST QTY COST
49. WATER MAIN LF 14 103.00 1,442.00
ENCASEMENT
50. ENGINEER'S FIELD LS 1 9270.00 9,270.00 0.22 2,039.40 0.11 1,019.70 0.33 3,059.10
OFFICE
51. UNDERGROUND LS 1 47380.00 47,380.00
LIFT STATION
52. 4" DUCTILE IRON LF 1,372 15.45 21,197.40
FORCE MAIN
53. DUCTILE IRON PIPE, LF 10 257.50 2,575.00 15 3,862.50 15 3,862.50
CL 52 CEMENT LINED 4"
54. DUCTILE IRON PIPE LF 10 257.50 2,575.00 65 16,737.50 65 16,737.50
CL 52 CEMENT LINED 6"
55. DUCTILE IRON PIPE LF 2,890 18.54 53,580.60 2,843 52,709.22 2,843 52,709.22
CL 52 CEMENT LINED 8"
56. VALVE VAULT 5 ' DIA EA 11 1133.00 12,463.00 14 15,862.00 14 15,862.00
TYPE 1 FRAME CLOSED LID
57. GATE VALVE 8" EA 1 360.50 360.50 1 360.50 1 360.50
58. FIRE HYDRANT EA 4 1339.00 5,356.00 4 5,356.00 4 5,356.00
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: 5/28/93
CONTRACT NO. EST. NO. :4/PARTIAL
EST UNIT TOTAL TOTAL TO THIS EST. COMPLETED THIS EST. TOTAL TO DATE
LINE DESCRIPTION UNIT QTY COST COST QTY COST QTY COST QTY COST
59. PRESSURE EA 11 2060.00 22,660.00 12 24,720.00 12 24,720.00
CONNECTION
60. WATER SERVICES EA 27 412.00 11,124.00 25 10,300.00 25 10,300.00
NEAR SIDE
61. WATER SERVICES EA 35 669.50 23,432.50 36 24,102.00 2.00 1,339.00 38 25,441.00
FAR SIDE
3,176,663.90 550,810.90 436,237.95 987,048.85