93-1013 Western Area II Voucher 11 RESOLUTION
AUTHORIZING THE ISSUANCE OF VOUCHER NUMBER 11 OF
SPECIAL ASSESSMENT WESTERN ELGIN AREA II
WHEREAS, the engineer's payment estimate in the amount of
$530,583.63 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. 11 in the amount of $530,583 . 63
to Arrow Road Construction.
A copy of said voucher being attached hereto and made a part
hereof.
s/ George VanDeVoorde
George VanDeVoorde, President
Presented: October 13, 1993
Adopted: October 13, 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. 11 WESTERN ELGIN AREA II
SPECIAL ASSESSMENT NO. TX 92 0004
$530,583 .63
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 Five
Hundred Thirty Thousand Five Hundred Eighty Three Dollars and
63/100ths ($530,583 . 63) 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 11th 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 October, 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 CONTRACTORS JOB NUMBER: 675
ESTIMATE NO.8 FROM JULY 24,1993 TO AUGUST 25,1993 CONTRACTORS INVOICE NUMBER: 60854
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 46068 $4.64 $213,755.52
2 TRENCHBACKFILL CU YD 10334 $191,592.36 9175 $18.54 $170,104.50
3 SUB-BASE GRANULAR MATERIAL TYPE B TON 4387 $53,170.44 5995 $12.12 $72,659.40
4 TOPSOIL PLACEMENT(4") SQ YD 33598 $43,341.42 12000 $1,29 $15,480.00
5 12"AGGREGATE BASE COURSE,TYPE B TON 6635 $52,880.95 6615 $7.97 $52,721.55
6 8"AGGREGATE BASE COURSE,TYPE B TON 34619 $303,608.63 30865 $8.77 $270,686.05
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 8000 $0.78 $6,240.00
9 BITUMINOUS SURFACE PLANT MIX,CLASS B(MODIFIED) TON 18695 $507,382.30 8055 $27.14 $218,612.70
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 $3,615.30 252 $15.45 $3,893.40
12 12"DIA.RCCP STORM SEWER TYPE I,CLASS IV LN FT 2864 $47,198.72 2875 $16.48 $47,380.00
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 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 2T 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 1222 $51.50 $62,933.00
25 14"x 23"ELL.RCCP ST.SEWER,TYPE I,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 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 50 $1,339.00 $66,950.00
32 6'DIA.MANHOLE TYPE A EACH 7 $21,630.00 9 $3,090.00 $27,810.00
33 4'DIA.CATCH BASIN,TYPE A(QTY REDUCED C.O.#1) EACH 105 $91,927.50 98 $875.50 $85,799.00
34 2'DIA.INLET,TYPE A EACH 2 $1,030.00 3 $515.00 $1,545.00
35 ADJUSTING FRAMES&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 B6.18 COMBINATION CURB&GUTTER LN FT 38492 $297,543.16 36200 $7.73 $279,826.00
38 B6 BARRIER CURB LN FT 414 $3,626.64 420 $8.76 $3,679.20
39 DRIVEWAY PAVEMENT REMOVAL SQ YD 1148 $2,663.36 3000 $2.32 $6,960.00
40 COMBINATION CURB&GUTTER REMOVAL LN FT 3154 $4,888.70 2777 $1.55 $4,304.35
41 SIDEWALK REMOVAL(39,000 S.F.INCREASE C.O.#2) SQ FT 52485 $15,745.50 52485 $0.30 $15,745.50
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
44 SODDING SQ YD 33297 $80,578.74 12000 $2.42 $29,040.00
45 TRAFFIC CONTROL L SUM 1 $44,476.43 0.77 $44,476.43 $34,246.85
46 MOBILIZATION L SUM I $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 90000 $2.26 $203,400.00
48 DRIVEWAY SQ YD 6433 $129,496.29 5000 $20.13 $100,650.00
49 WATER MAIN ENCASEMENT LN FT 14 $1,442.00 $103.00 $0.00
50 ENGINEERS FIELD OFFICE L SUM 1 $9,270.00 0.77 $9,270.00 $7,137.90
51 UNDERGROUND LIFT STATION L SUM 1 $47,380.00 0.50 $47,380.00 $23,690.00
52 4"DUCTILE IRON FORCEMAIN LN FT 1372 $21,197.40 1371 $15.45 $21,181.95
53 DUCTILE IRON PIPE,CLASS 52,CEMENT LINED 4" LN FT 10 $2,575.00 15 $257.50 $3,86250
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 2857 $18.54 $52,968.78
56 VALVE VAULT 5'DIAMETER,TYPE 1 FRAME CLOSED LID EACH 1l $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
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 $3,256,207.10 $2,720,506.96
UNIT
MISCELLANEOUS EXTRAS AND CREDITS QUANTITY PRICE VALUE
CHANGE ORDER#1,JUNE 24,1993
62. 2'DIA TYPE"C"CATCH BASIN EACH 14 $681.25 $9,537.50
63. 6"DIA PVC SANITARY SEWER LN FT 672 $29.98 $20,146.56
64. STRUCTURE RECONSTRUCTION EACH 25 $550.00 $13,750.00
65. FRAME&GRATE,TYPE I EACH $150.00 $0.00
66. DUST CONTROL UNIT $13.00 $0.00
CHANGE ORDER#2,AUGUST 25,1993
67. 5'DIA SANITARY MANHOLE EACH $1,700.00 $0.00
68. UNSUITABLE SOIL REMOVAL&REPLACEMENT CU YD 4500 $29.00 $130,500.00
69. 8"CONCRETE PATCH SQ YD $20.00 $0.00
70. 10"ASPHALT PATCH SQ YD $40.00 $0.00
TOTAL MISCELLANEOUS EXTRAS AND CREDITS $173,934.06
TOTAL VALUE OF COMPLETED WORK $2,894,441.02
DEDUCT RETAINAGE(5%) $144,722.05
BALANCE DUE ON COMPLETED WORK $2,749,718.97
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
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
TOTAL MISCELLANEOUS DEBITS&PREVIOUS PAYMENTS $2,219,135.34
NET AMOUNT DUE j9 c� $530,583.63
APPROV= ' / - a DATED r — / ,1993
/ 0 /dr.
PROJECT ENGINEER �J �/
APPROVED DATED /✓ / 1993
/ CITY ENGINEER
SINCE ;,; 1925
A x x INVOICE NO. 60854
ARROW ROAD CONSTRUCT" '"tV COMPANY
3401 SOUTH BUSSE ROAD • P.O. BOX 334 • MT. PROSPECT. ILLINOIS 60056
TELEPHONE 437-0700
SOLD ra City of Elgin LOCATION: Area II Street & Sewer Improvement
150 Dexter Court
ELgin, IL 60120-5555
OUR JOB NO. EST.NO. CUSTOMER CONTRAC , ). NO. TERMS PICKED UP AT PLANT INVOKE DATE
NET 10 DAYS 9/27/93
675 Partial
V f3 1, & x kP",r ' O iy i�q
: [. 1 . >`, P ' e'R.- 1 Q,.. rx ` DEBC� -v *,Ayer(' S,V l''''.y 7 '6�t 1`-' .,d C* §i�i'(9 `1 a! 1, .. ,7 't .,.
Rxh. A 't i4f4:11 '_3 R,� Nr t� ",40...,4,-,,q;;;;,4'.,a M -� L Y �Ir G h �. Y r.
'�k�"` � � $'q R °�,. " .: s i ° � Tx•"� '�`�ye r�k �. saa�i xis � -,�d k c�P�.. 4' }`i.,,a�i }Y§�� .... �t��,,� -.. r;T,;�;
Contract Wor'_ mmpleted To Date (See Attached) 2,889,806.02
Less: 5% :' ':ion -144,490.30
2,745.315.72
Less: Pay " -st #1 -132,444.12
#2 -229,183.05
#3 -132,102.64
#4 -394,614.16
r5 -259,347.25
#6 -408,951.03
#7 -662,493.09
T,,-al: --5-2-f Tif :-3-8'
A SERVICE CHF" .- '',F 1%% PER MONTH 118%PER ANNUM) 53G1rp,6.
FORM 101 2-83 �?E CI , N ALL ACCOUNTS AFTER 30 DAYS +
LI
• WAIVER OF LIEN TO DATE
STATE OF ILLINOIS SS Gty Jt
COUNTY OF Cook
Loan#
TO WHOM IT MAY CONCERN:
WHEREAS the undersigned has been employed by City of Elgin
to furnish Area II Street & Sewer Improvements
for the premises known as Various Streets
of which City of Elgin is the owner.
THE undersigned,for and in consideration of Five Hundred Thirty Thousand, Five Hundred Eighty—Three and 63/100
($ 530,583.63 )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
28th day of September , 19 93 .
Signature and Seal: / 44",;V—
NOTE:All waivers must be for the full amount paid.If waiver is for a corporation,corporate 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.
CONTRACTOR'S AFFIDAVIT
STATE OF ILLINOIS 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
$ 2,219, 135.34 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
Arras Road Construction Co. L.E.M. * 3,176,663.90 2219,135.34 530,583.63 426,944.93
*All materials taken from fully paid stock and delivered to jobsite in Arrc 's trucks.
TOTAL LABOR AND MATERIAL TO COMPLETE 3,176,663.90 2219,135.34 530,583.63 426,944.93
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 28th day of September 19 93
Stgnaturee �{iY
aa�f1•' I 7 J- r�eo v
Subscribed and sworn to before me thi MAF L �OVESE ( day of September , 19 93
LPcSeofiUInos otary F1722 Rt/89 y Commission Fx,�ira S/4/9�3 V//,/eLe
•
PROJECT NAME AREA II STREET&SEWER IMPROVEMENTS JOB NO.: 675
CONTRACTOR CITY OF ELGIN DATE:
CONTRACT NO. EST.NO.: 8/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 45,705 212,071.20 363 1,684.32 46,068 213,755.52
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 3,683 44,637.96 2,312 28,021.44 5,995 72,659.40
MATERIAL TYPE B
4. TOPSOIL PLACEMENT SY 33,598 1.29 43,341.42 1,250 1,612.50 10,750 13,867.50 12,000 15,480.00
(4")
5. 12"AGGREGA I E TN 6,635 7.97 52,880.95 6,635 52,880.95 (20) (159.40) 6,615 52,721.55
BASE CSE TYPE B
6. 8"AGGREGATE TN 34,619 8.77 303,608.63 31,138 273,080.26 (273) (2,394.21) 30,865 270,686.05
BASE CSE TYPE B
7. 8"BITUMINOUS TN 4,227 30.24 127,824.48 4,281 129,457.44 4,281 129,457.44
BASE CSE
8. BITUMINOUS MATERIAL GAL 21,143 0.78 16,491.54 8,000 6,240.00 8,000 6,240.00
(PRIME COAT)
9. BITUMINOUS SURFACE TN 18,695 27.14 507,382.30 6,944 188,460.16 1,111 30,152.54 8,055 218,612.70
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 2,758 45,451.84 117 1,928.16 2,875 47,380.00
TYPE 1 CL IV
PROJECT NAME AREA II STREET& SEWER IMPROVEMENTS JOB NO.: 675
CONTRACTOR CITY OF ELGIN DATE:
CONTRACT NO. EST.NO.: 8/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. 1.5"RCCP SS LF 2,637 16.48 43,457.76 2,739 4.5,138.72 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
4. 48"RCCP SS LF 1,243 51.50 64,014.50 367 18,900.50 855 44,032.50 1,222 62,933.00
TYPE 2 CL III
PROJECT NAME AREA II STREET& SEWER IMPROVEMENTS JOB NO.: 675
CONTRACTOR CITY OF ELGIN DATE:
CONTRACT NO. EST.NO.: 8/PARTIAL
EST UNIT TOTAL TOTAL TO THIS EST. COMPLETED THIS EST. TOTAL TO DA'ZE
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
SSTY1CLIV
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 16 14,832.00 16 14,832.00
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 5 15,450.00 4 12,360.00 9 27,810.00
MANHOLE TYPE A
33. 4' DIA CATCH BASIN EA 115 875.50 100,682.50 95 83,172.50 3 2,626.50 98 85,799.00
TYPE A
34. 2' DIA INLET EA 2 515.00 1,030.00 1 515.00 2 1,030.00 3 1,545.00
TYPE A
•
PROJECT NAME AREA II STREET&SEWER IMPROVEMENTS JOB NO.: 675
CONTRACTOR CITY OF ELGIN DATE:
CONTRACT NO. EST.NO.: 8/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
35. ADJUSTING FRAMES& EA 101 103.00 10,403.00 30 3,090.00 30 3,090.00
GRATES
36. CATCH BAS& DRYWELLS EA 41 103.00 4,223.00 40 4,120.00 40 4,120.00
TO BE FILLED WITH SAND
37. B6.18 COMB CURB LF 38,492 7.73 297,543.16 30,202 233,461.46 5,998 46,364.54 36,200 279,826.00
AND GU'FIER
38. B6 BARRIER LF 414 8.76 3,626.64 420 3,679.20 420 3,679.20
CURB
39. DRIVEWAY PAVEMENT SY 1,148 2.32 2,663.36 1,062 2,463.84 1,938 4,496.16 3,000 6,960.00
REMOVAL
40. COMB CURB AND LF 3,154 1.5.5 4,888.70 1,241 1,923.55 1,536 2,380.80 2,777 4,304.35
GUTTER REMOVAL
41. SIDEWALK SF 52,485 0.30 1.5,745.50 31,532 9,459.60 20,953 6,285.90 52,485 15,745.50
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 1,250 3,025.00 10,750 26,015.00 12,000 29,040.00
45. TRAFFIC CONTROL LS 1 44476.43 44,476.43 0.66 29,354.44 0.11 4,892.41 0.77 34,246.85
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 48,093 108,690.18 41,907 94,709.82 90,000 203,400.00
PROJECT NAME AREA II STREET&SEWER IMPROVEMENTS JOB NO.: 675
CONTRACTOR CITY OF ELGIN DATE:
CONTRACT NO. EST.NO.: 8/PARTIAL
EST UNIT TOTAL TOTAL TO THIS EST. COMPLETED TfIIS EST. TOTAL TO DATE
LINE DESCRIPTION UNIT QTY COST COST QTY COST QTY COST QTY COST
48. DRIVEWAY SY 6,433 20.13 129,496.29 2,220.00 44,688.60 2,780 55,961.40 5,000.00 100,650.00
49. WA TER MAIN LF 14 103.00 1,442.00
ENCASEMENT
50. ENGINEER'S FIELD LS 1 9270.00 9,270.00 0.66 6,118.20 0.11 1,019.70 0.77 7,137.90
OFFICE
51. UNDERGROUND LS 1 47380.00 47,380.00 0.50 23,690.00 0.50 23,690.00
LIFT STATION
1311 21,1$1.`ts
52. 4"DUCTILE IRON LF 1,372 15.45 21,197.40 1,071 16,546.95 _I4491' 79---
FORCE MAIN
53. DUCTILE IRON PIPE, LF 10 2.57.50 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 14 259.56 2,857 52,968.78
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
•
PROJECT NAME AREA II STREET& SEWER IMPROVEMENTS JOB NO.: 675
CONTRACTOR CITY OF ELGIN DATE:
CONTRACT NO. EST.NO.: 8/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
58. FIRE HYDRANT EA 4 1339.00 5,356.00 4 5,356.00 4 5,356.00
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 2 1,362.50 14 9,537.50
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
68. UNSUITABLE CY 4,500 29.00 130,500.00 4,500 130,500.00 4,500 130,500.00
REMOVAL& REPLACEMENT
3,342,703.00 2,335,931.93 553,874.09 2,889,806.02
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