93-0811 Western Area II Voucher 7 RESOLUTION
AUTHORIZING THE ISSUANCE OF VOUCHER NUMBER 7 OF
SPECIAL ASSESSMENT WESTERN ELGIN AREA II
WHEREAS, the engineer' s payment estimate in the amount of
$408,951 . 03 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. 7 in the amount of $408,951 . 03
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: August 11, 1993
Adopted: August 11, 1993
Vote: Yeas 5 Nays 0
Recorded:
Attest:
s/ Dolonna Mecum
Dolonna Mecum, Secretary
V
SPECIAL ASSESSMENT VOUCHER
CITY OF ELGIN
STATE OF ILLINOIS
COUNTIES OF KANE AND COOK
VOUCHER NO. 7 WESTERN ELGIN AREA II.
SPECIAL ASSESSMENT NO. TX 92 0004
$408,951 . 03
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 Four
Hundred Eight Thousand Nine Hundred Fifty-One Dollars and 03/100
($408,951 .03) 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 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. 6 FROM JULY 1, 1993 TO JULY 24, 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 28176 $4.64 $130,736.64
2 TRENCH BACKFILL CU YD 10334 $191,592.36 9175 $18.54 $170,104.50
3 SUB-BASE GRANULAR MATERIAL TYPE B TON 4381 $53,170.44 3661 $12.12 $44,371.32
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 3190 $7.97 $25,424.30
6 8' AGGREGATE BASE COURSE, TYPE B TON 34619 $303,608.63 16364 $8.77 $143,512.28
7 8' BITUMINOUIS BASE COURSE TON 4227 $127,824.48 2500 $30.24 $75,600.00
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 2700 $27.14 $73,278.00
10 RELOCATE WATER OR SLUDGE MAIN EACH 10 $20,600.00 4 $2,060.00 $8,240.00
11 10' DIA. RCCP STORM SEVER TYPE I, CLASS IV LN FT 234 $3,615.30 252 $15.45 $3,893.40
12 12' DIA. RCCP STORM SEWER TYPE I, CLASS IV LN FT 2864 $47,198.72 2594 $16.48 $42,749.12
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 $43,451.76 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 SEVER TYPE 2, CLASS III LN FT 1150 $21,321.00 1156 $18.54 $21,432.24
17 21' DIA. RCCP STORM SEVER TYPE I, 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 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 6S6 $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 $1,328.70 193 $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 IN 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
SO 4' DIA. MANHOLE TYPE A EACH 18 $16,686.00 15 $921.00 $13,905.00
S1 5' DIA. MANHOLE TYPE A EACH 46 $61,594.00 50 $1,339.00 $66,950.00
S2 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 92 $815.50 $80,546.00
S4 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 38 $103.00 $3,914.00
S7 B6.18 COMBINATION CURB & GUTTER IN FT 38492 $297,543.16 20500 $7.73 $158,465.00
18 116 BARRIER CURB LN 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 IN FT 3154 $4,888.70 983 $1.55 $1,523.65
4I SIDEWALK REMOVAL SO FT 52485 $15,745.50 23802 $0.30 $7,140.60
42 BITUMINOUS SURFACE REMOVAL (COLD MILLING) SO 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
44 SODDING SO YD 33297 $80,578.74 $2.42 $0.00
45 TRAFFIC CONTROL L SUM 1 $44,476.43 0.55 $44,476.43 $24,462.04
46 MOBILIZATION L SUM 1 $60,358.00 1.00 $60,358.00 $60,358.00
47 SIDEWALK SO FT 54134 $122,342.84 19000 $2.26 $42,940.00
48 DRIVEWAY SO YD 6433 $129,496.29 920 $20.13 $18,519.60
49 WATER MAIN ENCASEMENT LN FT 14 $1,442.00 $103.00 $0.00
50 ENGINEERS FIELD OFFICE L SUM 1 $9,270.00 0.55 $9,270.00 $5,098.50
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, 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
SO 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 $1,687,530.94
MISCELLANEOUS EXTRAS AND CREDIT VALUE
CHANGE ORDER $1, 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
TOTAL MISCELLANEOUS EXTRAS AND CREDITS $42,071.56
TOTAL VALUE OF COMPLETED WORK $1,729,602.50
DEDUCT RETAINAGE (101) $172,960.25
BALANCE DUE ON COMPLETED WORK $1,556,642.25
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
TOTAL MISCELLANEOUS DEBITS & PREVIOUS PAYMENTS $1,147,691.22
NET AMOUNT DUE $408,951.03
/ / '
APPROVED ! - DATED 7-3 D , 1993
s-_ / v PROJECT ENGINEER
SIGNED .� /��.�/ DATED 72/4;7 , 1993
CITY ENGINEER
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 Street & Sewer Improvements
for the premises known as Various Streets
of which City of Elgin
is the owner.
THE undersigned,for and in consideration of Four Hundred Eight Thousand, Nine Hundred Fifty-One and 03/100
($4 08,951.03 )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
26th day of July , 19 93 .
Signature and Seal: •/7
NOTE:All waivers must be for the full amount paid.If waiver is fora corporation,corporate names 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 Area II Street & Sewer Improvements 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
$ 1, 147,691.22 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. * 3,176,663.90 1.147.691.22 408,951.03 1,620,021.65
*All materials taken from fully paid stock and delivered to joosite in Arrow's trucks.
TOTAL LABOR AND MATERIAL TO COMPLE'T'E 3,176,663.90 1,147,691.22 408,951.03 1,620,021.65
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 26th day of July , 19 93 .
2 �t.L4._
•
"OFFICIAL SEAL" '
Subscribed and sworn to before me is MAE L. VESE day of July 19 93
My Co misJ,Io State
pi of Illinois
/4/9 `/i 1/ _
F.1722 R1/89 My Commission Expires 8/4/94 7
SINCE >ahi 1925
AkINVOICE NO. 60539
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
OUR JOB NO. EST.NO. CUSTOMER CONTRACT OR P.O. NO. TERMS PICKED UP AT PLANT INVOICE DATE
675 Partial NET 10 DAYS 7/26/93
�� r P A `' , d r'* 4 L j x } , t A ,'w
w Y 'y
` f ,4], ;„. I 0 i y F ,„4.x f," " � ,SS s ? r '� � . a� it 4” i N. i --s to .� •r0 n� �+r , ,°' �_v,x x �. 9 � 14.4;,1�,�, key ti_ra,W,,� . ; , �»t 344 t mi8 z r "; `$i r ..��" .,..�� yr N >v; "t`,,,,"1 �
a —?<f
Contract Work Completed To Date (See Attached) 1,729,602.50
Less: 10% Retention: -- 172,960.25
1,556,642.25
Less: Pay Request #1 -132,444.12
#2 (Adjusted) -229,183.05
# 3 (Adjusted) -132,102.64
#4 -394,614.16
#5 -259,347.25
Amount Due: '. 408,951.03
A SERVICE CHARGE OF 1'/2% PER MONTH (18% PER ANNUM)
FORM 101 2-83 WILL BE CHARGED ON ALL ACCOUNTS AFTER 30 DAYS n
•
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: JULY 29, 1993
CONTRACT NO. EST. NO. :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 16,591 76,982.24 11,585 53,754.40 28,176 130,736.64
2. TRENCH BACKFILL CY 10,334 18.54 191,592.36 9,175 170,104.50 9,175 170,104.50
3. SUBBASE GRAN TN 4,387 12.12 53,170.44 1,060 12,847.20 2,601 31,524.12 3,661 44,371.32
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 1,387 11,054.39 1,803 14,369.91 3,190 25,424.30
BASE CSE TYPE B
6. 8" AGGREGATE TN 34,619 8.77 303,608.63 7,173 62,907.21 9,191 80,605.07 16,364 143,512.28
BASE CSE TYPE B
7. 8" BITUMINOUS TN 4,227 30.24 127,824.48 1,117 33,778.08 1,383 41,821.92 2,500 75,600.00
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 1,266 34,359.24 1,434 38,918.76 2,700 73,278.00
PLANT MIX CL B MOD
10. RELOCATE WATER OR EA 10 2060.00 20,600.00 4 8,240.00 4 8,240.00
SLUDGE MAIN
11. 10" DIA RCCP SS LF 234 15.45 3,615.30 252 3,893.40 252 3,893.40
TYPE 1 CL IV
12. 12" RCCP SS LF 2,864 16.48 47,198.72 2,594 42,749.12 2,594 42,749.12
TYPE 1 CL IV
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: JULY 29, 1993
CONTRACT NO. EST. NO. :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 2,097 34,558.56 2,097 34,558.56
TYPE 1 CL IV
14. 15" RCCP SS LF 2,637 16.48 43,457.76 2,739 45,138.72 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 1,156 21,432.24 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 12,854.40 677 13,946.20 677 13,946.20
TYPE 2 CL III
19. 24" RCCP SS LF 1,346 23.69 31,886.74 1,165 27,598.85 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 1,128 44,149.92 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: JULY 29, 1993
CONTRACT NO. EST. NO. :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 26,038.40 632 26,038.40
SS TY 1 CL IV
26. 8" DIA PVC LF 43 30.90 1,328.70 193 5,963.70 193 5,963.70
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 3,914.00 1 3,914.00
NO. 1
30. 4' DIA EA 18 927.00 16,686.00 15 13,905.00 15 13,905.00
MANHOLE TY A
31. 5' DIA EA 46 1339.00 61,594.00 50 66,950.00 50 66,950.00
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 92 80,546.00 92 80,546.00
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 7 721.00 23 2,369.00 30 3,090.00
GRATES
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: JULY 29, 1993
CONTRACT NO. EST. NO. :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 38 3,914.00 38 3,914.00
TO BE FILLED WITH SAND
37. B6.18 COMB CURB LF 38,492 7.73 297,543.16 6,282 48,559.86 14,218 109,905.14 20,500 158,465.00
AND GUTTER
38. B6 BARRIER LF 414 8.76 3,626.64
CURB
39. DRIVEWAY PAVEMENT SY 1,148 2.32 2,663.36 620 1,438.40 620 1,438.40
REMOVAL
40. COMB CURB AND LF 3,154 1.55 4,888.70 983 1,523.65 983 1,523.65
GUTTER REMOVAL
41. SIDEWALK SF 52,485 0.30 15,745.50 23,802 7,140.60 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 0.44 19,569.63 0.11 4,892.41 0.55 24,462.04
46. MOBILIZATION LS 1 60358.00 60,358.00 1.00 60,358.00 1.00 60,358.00
47. SIDEWALK SF 54,134 2.26 122,342.84 19,000 42,940.00 19,000 42,940.00
48. DRIVEWAY SY 6,433 20.13 129,496.29 920 18,519.60 920.00 18,519.60
PROJECT NAME AREA II STREET & SEWER IMPROVEMENTS JOB NO. : 675
CONTRACTOR CITY OF ELGIN DATE: JULY 29, 1993
CONTRACT NO. EST. NO. :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 0.44 4,078.80 0.11 1,019.70 0.55 5,098.50
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: JULY 29, 1993
CONTRACT NO. EST. NO. :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 38 25,441.00 38 25,441.00
FAR SIDE
CHANGE ORDER #1:
63. TYPE C CATCH EA 8 681.25 5,450.00 12 8,175.00 12 8,175.00
BASIN
64. 6" DIA PVC LF 545 29.98 16,339.10 672 20,146.56 672 20,146.56
SANITARY SEWER
65. STRUCTURE EA 25 550.00 13,750.00 25 13,750.00 25 13,750.00
RECONSTRUCTION
3,212,203.00 1,275,212.47 454,390.03 1,729,602.50