HomeMy WebLinkAbout94-293 •
Resolution No. 94-293
RESOLUTION
APPROVING CHANGE ORDER NO. 2 IN THE CONTRACT WITH
PALUMBO BROTHERS, INC. FOR NORTH MCLEAN BOULEVARD IMPROVEMENTS
WHEREAS, the City of Elgin has heretofore entered into a
contract with Palumbo Brothers, Inc. for the North McLean
Boulevard improvements; and
WHEREAS, it is necessary and desirable to modify the
terms of the contract as is described in Change Order No. 2 ,
attached hereto.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF ELGIN, ILLINOIS, that Richard B. Helwig, City Manager,
be and is hereby authorized and directed to execute Change
Order No. 2, a copy of which is attached hereto and made a
part hereof by reference.
s/ George VanDeVoorde
George VanDeVoorde, Mayor
Presented: October 26, 1994
Adopted: October 26, 1994
Omnibus Vote: Yeas 7 Nays 0
Attest:
s/ Dolonna Mecum
Dolonna Mecum, City Clerk
ELGIN, ILLINOIS
PROJECT #8330 North McLean Boulevard Improvements
CHANGE ORDER NO.2
SCOPE:This change order covers additional work necessary to:
13 . provide adjustments to the existing signal controller at
Forest Drive and North McLean to operate the new signals . The
existing controller was not set up to operate permanent
signals . During the planning of the project staff planned to
make the necessary adjustments via the radio interconnect and
the central computer. Since the radio interconnect is not
available, the adjustments were completed in the field by the
Contractor.
14 . provide adjustments to sanitary sewer manholes that were
not included in the North McLean plans . The sanitary sewer was
constructed just prior to the North McLean project and the
manhole were left low to prevent damage during the road work.
,/
REASONS FOR CHANGE:This Change Order 0 will account for the
additional pay items which are due to circumstances not
reasonably foreseeable at the time the contracts were signed.
SUMMARY OF CHANGES IN CONTRACT AMOUNT: The amount of the
contract will be revised as follows :
ITEM ADD
13. Modify Existing Controller, 1 EA $630.00
14 . Sanitary Sewer Manhole Adjustments, 11 EA $7,507 .50
The total amount of the above items is $8, 137 .50 . This change
order combined with Change Order number 1, which increased the
contract amount by $85,572 . 69, increases the contract amount
from $1,201,991 . 39 to $1,295,701.58 .
I. .
NORTH McLEAN BOULEVARD IMPROVEMENTS
CHANGE ORDER NO.2
August 11, 1994
Page 2
OTHER CONTRACT PROVISIONS: All other contract provisions shall
remain the same.
Agreed to this � day of , 1993 .
Recommended:
EN NEERING DIV - ON
BY• ; ILL1� ' did aff S
iff //7
Accepted:
Party of the Second Part (Contractor)
/e,By:
Title: vice. N.446t4.01-
Date:
AL,475f 22 ` l L
Approved:
CITY OF ELGIN
Party of the First Part (Owner)
By:
Title:
Date:
in
1 oPPE
Agenda Item No .
9 �
��+�Tn r�
October 5, 1994
TO: Mayor and Members of the City Council
FROM: Richard B. Helwig, City Manager
SUBJECT: North McLean Boulevard Improvements - Authorization
for Change Order No. 2, Final Payment and Final
Acceptance (ST05)
PURPOSE
This memorandum will provide the Mayor and City Council with
information to consider Change Order No. 2, final payment,
and the final acceptance of the North McLean Boulevard
improvements .
BACKGROUND
The North McLean Boulevard project was awarded to Palumbo
Brothers, Inc. at the May 13, 1992 City Council meeting in
the amount of $1,201,991 . 39 . Change Order No. 1, approved on
August 25, 1993, increased the project cost by $85,572 .69 .
Change Order No. 2, . in the amount of $8, 137 .50, will bring
the final project cost to $1,458,243.99 .
The August 25, 1993 Council Action also increased contract
item quantities by an additional amount of $169,697 . 78 .
The project has been substantially complete since October of
1993, but was kept open in anticipation of the delivery of
one item, item 108, the Radio Interconnect Interface Unit,
which is the device needed to communicate with the signal
controller from a central computer. Unfortunately, it does
not appear that this device will become available in the near
future. Therefore, the device has been deleted from the
contract.
Change Order No. 2 in the amount of $8, 137.50 is for
controller modifications and sewer manhole adjustments as
more fully described on the attached Change Order No. 2
document.
Change Order No. 2 for North McLean Boulevard
October 5, 1994
Page 2
All other work has been inspected by the City' s engineers and
has been completed in accordance with the plans and
specifications .
COMMUNITY GROUPS/INTERESTED PERSONS CONTACTED
None.
FINANCIAL IMPACT
The result of the two change orders and contract quantity
changes increases the contract amount to $1,458,243 . 99 .
Summary:
Item Amount
Awarded Contract $ 1,201,991 .39
Change Order No. 1 85, 572 . 69
Change Order No. 2 8, 137 . 50
Net Increase Contract
Quantities * 162 ,542 .41
Final Contract $ 1,458,243 . 99
* Please note that the final measured contract item quantity
increase of $162 ,542 .41 is slightly less than the $169,697 . 78
authorized on August 25, 1993 .
Payouts to date total $1 ,443,631 .44 , leaving a balance due
Palumbo Brothers, Inc . of $14 ,612 .55 . The project expenses
are funded from the 1992 G.O. Bond Fund (project #339531) .
LEGAL IMPACT
None.
RECOMMENDATION
It is recommended that the City Council authorize the City
Manager to execute Change Order No. 2 in the amount of
$8, 137 .50. It is also recommended that final payment in the
amount of $14 ,612 .55 be authorized and the completed North
McLean Improvement project be accepted. A copy of the Change
Order and the final pay estimate are attached for your
consideration.
r
Change Order No. 2 for North McLean Boulevard
October 5, 1994
Page 3
espectfully ub ' tted,
00,60 . 404 00-a4geli
' James L. Kristiansen
Public Works Director
Richard B. Helwig
City Manager
JE/do
Attachments
:TY OF ELGIN N. M IEAN BLVD. PAY ESTIMATE NO. 9 PALUMBO BROS., INC Date 05-Aug-94
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EM ITEM UNIT PLAN ADDED DELETED ADJUSTED COMPLETED UNIT
OUANTITY QUANTITY QUANTITY QUANTITY QUANTITY PRICE COST
1 : TREE REMOV 6-15 : ID : 197.0 : 55.0 : : 252.0 : 252.0 : $10.00 ; $2,520.00 1
2 : TREE REMOV OVER 15 : ID : 513.0 348.0 : : 861.0 : 861.0 : $12.00 : $10,332.00
3 : EARTH EXCAVATION : CY :17,764.0 10341.0 : ; 28105.0 28105.0 ; $5.00 $140,525.00
4 : POROUS GRAN EMB SPEC : TN : 2,422.0 : 14569.0 : : 16991.0 16991.0 : $8.00 $135,928.00
5 : TRENCH BACKFILL : CY : 972.0 : 25.0 : : 997.0 : 997.0 ; $18.00 : $17,946.00
6 : SUB GRAN BACKFILL A 4 : SY :28,915.0 4095.0 : : 33010.0 33010.0 : $2.50 : $82,525.00
7 : TOP SOIL PLACE 4 : SY :10,309.0 ; 586.0 ; 10895.0 10895.0 ; $1.25 : $13,618.75
3 : BIT SHOULDERS 9 : SY : 301.0 : : : 301.0 : 301.0 : $12.00 : $3,612.00
i : BIT BASE CSE 5 : SY :53,536.0 1208.0 : : 54744.0 ; 54744.0 ; $5.90 ; $322,989.60
) ; BIT MATLS PR CT : 6L : 6,657.0 : : 4177.0 2480.0 ; 2480.0 : $0.66 : $1,636.80
1 : A66 PR CT ; TN : 71.0 : : 59.0 : 12.0 : 12.0 : $10.00 ; $120.00
: BIT C BIND CSE 'B' 12 : TN : 4,150.0 : : 96.0 : 4054.0 : 4054.0 : $21.00 : $85,134.00
i : BIT CON SC 'D'CLI T2 : TN : 2,221.0 : 126.0 : : 2347.0 2347.0 ; $23.00 ; $53,981.00
1 : INCIDENTAL BIT SURF : TN : 190.0 : : 139.0 : 51.0 : 51.0 : $36.00 : $1,938.00
i : CLASS X CONC OUTLET : CY ; 3.0 : : : 3.0 : 3.0 : $215.00 : $645.00
STONE DUMPED RIPRAP ; SY .: 109.0 ; : 7.0 ; 102.0 : 102.0 : $40.00 ; $4,080.00
' : STORM SEWER 1 12 : LF : 1,177.0 ; : 795.0 : 382.0 : 382.0 : $18.00 : $6,876.00
1 : STORM SEWER 1 15 : LF : 80.0 : : 80.0 : 0.0 : : $20.00 : $0.00 _
' : STORM SEWER 1 18 : LF : 55.0 : 11.0 ; 44.0 : 44.0 : $22.00 : $968.00
: STORM SEWER 2 12 LF. : 1,486.0 : : 877.0 : 609.0 609.0 : $19.00 : $11,571.00
'WORM SEWER 2 15 LF : 609.0 : : 338.0 : 271.0 : 271.0 : $21.00 ; $5,691.00
"WORM
MAIN 8 : LF : 119.0 : 49.0 : : 168.0 : 168.0 : $30.00 ; $5,040.00
; VALVE BOX ADJ ; EA ; 4.0 : 4.0 : 0.0 : : $100.00 ; $0.00
: PRESSURE CONNECTION EA ; 4.0 : 2.0 : : 6.06.0 $2,000.00 $12,000.00
: DUST CONTROL WATERING : UN : 432.0 : : 432.0 ; 0.0 ; ; $27.88 : $0.00
: CB TA 4 DIA TIIF 76 ; EA : 2.0 : : : 2.0 ; 2.0 : $825.00 ; $1,650.00
: CB TC T3F1,6 : EA ; 7.0 : 1.0 ; 6.0 : 6.0 $575.00 ; $3,450.00 1
: CB TC T86 : EA : 3.0 : : 1.0 : 2.0 : 2.0 : $475.00 : $950.00
: CB TC T11F66 : EA 13.0 : ; 1.0 : 12.0 : 12.0 : $560.00 : $6,720.00
: CB TC T23F$6 : EA 3.0 : - : 3.0 : 3.0 : $550.00 $1,650.00
MAN TA 4 DIA TIF CL EA : 14.0 : 3.0 : : 17.0 : 17.0 : $825.00 : $14,025.00
MAN TA 5 DIA TIF CL ; EA ; 2.0 : ; 1.0 : 1.0 : 1.0 : $1,200.00 : $1,200.00
INLETS TA T3F116 : EA : 4.0 ; : 1.0 ; 3.0 : 3.0 : $525.00 : $1,575.00-
; INLETS TA T11Fi6 : EA : 8.0 ; 2.0 : ; 10.0 : 10.0 : $520.00 : $5,200.00 I
: VV TA 5 DIA TIF CL ; EA : 4.0 ; 1.0 : : 5.0 : 5.0 : $1,100.00 : $5,500.00
: MAN ADJUST EA : 39.0 : 9.0 : : 48.0 : 48.0 ; $150.00 : $7,200.00 1
: STRUCTURE TO BE REMVD : EA : 3.0 : 1.0 : 4.0 : 4.0 : $200.00 : $800.00
: REM EXIST CULVERTS ; EA : 4.0 : : 2.0 : 2.0 : 2.0 $300.00 : $600.00
: COMB MI6 TB6.12 : LF : 5,901.0 3716.0 : ; 9617.0 9617.0 : $8.00 : $76,936.00
: COMB CC116 TB6.18 LF ; 1,456.0 . : 1456.0 : 0.0 : ; $8.95 : $0.00
: PAVEMENT REM : SY : 1,691.0 : : 415.0 : 1276.0 : 1276.0 : $5.00 ; $6,380.00
: DRIVE PAVEMENT REM : SY : 50.0 : 116.0 : : 166.0 166.0 : $7.00 : $1,162.00
: COMB CURB GUTTER REM : LF : 1,747.0 : 1291.0 : ; 3038.0 ; 3038.0 : $3.00 : $9,114.00
SIDEWALK REM : SF 818.0 : 608.0 ; 210.0 : 210.0 : $1.25 $262.50 j
: PCC DRIVEWAY PAVT 6 : SY ; 483.0 : 319.0 : ; 802.0 : 802.0 : $22.55 : $16,085.10
P CONC SIDEWALK 4 : SF :30,979.0 : 100.0 : : 31079.0 : 31079.0 : $2.15 : $66,819.85
;1 111 TY A : LF 125.0 : : : 125.0 ; 125.0 : $12.90 : $1,612.50
1HAF BAR TERM BLR-19-1 : EA : 1.0 : : : 1.0 : 1.0 : $800.00 : $800.00 1
: TEMP PAVEMENT : SY 2,025.0 : 436.0 : 2461.0 . 2461.0 : $6.75 : $16,611.75
FIRE NYDNTS TO BE MVD : EA 7.0 : 7.0 : 7.0 : $1,000.00 : $7,000.00
. McLEAN BLVD. PAY ESTIMATE NO. 9 PALUMBO BROS., INC Date O -Aug-94
:11.:*.' SODDIN6 : SY :10,800.0 : 577.0 10223.0 ; 10223.0 : $2.00 : $20,446.00
54 : NITROGEN FERT NUTR ; LB : 180.0 : : 180.0 : 180.0 : $1.25 : $225.00
55 : PHOSPHORUS FERT NUTR LB : 107.0 : 1.0 1 108.0 108.0 ; $1.25 : $135.00 1
56 : POTASSIUM FERT NUTR I LB : 72.0 : : : 72.0 : 72.0 : $1.25 : $90.00 II
17 SUPPLE MATERIN6 : UN ; 130.0 ; : 130.0 : 0.0 : : $0.01 : $0.00
58 ; PUT MARK TAPE T3 4 : LF . ; 3,000.0 : 2403.0 597.0 : 597.0 : $1.25 : $746.25
19 : TRAF CONT & PROT 2311 LS ; 1.0 : : 1.0 : 1.0 : $1,300.00 : $1,300.00
.0 : TRAF CONT & PROT U-2 : LS : 1.0 : ; 1.0 1.0 : $1,300.00 ; $1,300.00
A : TRAF CONT & PROT SPL : LS : 1.0 : : : 1.0 ; 1.0 : $19,000.00 : $19,000.00
2 ; RELOC EI LT POLE : EA I 3.0 : : : 3.0 : 3.0 : $1,000.00 ; $3,000.00
3 : TREE TRANSPLANT : EA : 8.0 : : 2.0 : 6.0 : 6.0 : $60.00 : $480.00
4 : THPL PVT MK LTR & SYM : SF : 443.0 ; : 74.0 : 369.0 : 369.0 : $2.10 : $774.90
5 ; THPL PVT MK LINE 4 : LF ;14,100.0 : : 28.0 14072.0 14072.0 : $0.36 : $5,065.92
6 : THPL PVT MK LINE 6 : LF : 1,630.0 : 259.0 : : 1889.0 : 1889.0 : $0.53 : $1,001.17
7 : THPL PYT MK LINE 12 : LF : 1,039.0 ; : 644.0 : 395.0 : 395.0 : $1.10 : 4434.50
3 : THPL PVT MK LINE 24 LF : 300.0 : : ,40.0 : 260.0 : 260.0 ; $2.20 : $572.00
1 : SHA 1F 3S BM 1 EA : 6.0 ; : 2.0 : 4.0 : 4.0 : $415.00 : $1,660.00
I : SH A 1F 3S MAN : EA : 8.0 : : : 8.0 I 8.0 : $500.00 $4,000.00
. : SH A IF 58 MAM : EA : 4.0 : : : 4.0 : 4.0 $672.00 : $2,688.00
SH A 2F 1-35 1-5S BM : EA ; 2.0 : 1.0 : : 3.0 : 3.0 : $1,035.00 : $3,105.00
: PED SH 2F BM I EA : 8.0 ; : 1.0 : 7.0 : 7.0 : $573.00 : $4,011.00
. : TS BACKPLATE : EA ; 12.0 : : : 12.0 : 12.0 : $100.00 : $1,200.00
TS POST F 14 : EA : 4.0 : : : 4.0 : 4.0 : $495.00 : $1,980.00
TS POST F 16 EA : 4.0 ; : ; 4.0 : 4.0 : $545.00 ; $2,180.00 I
MAA & P 20 : EA 1.0 : 1.0 ; 1.0 $1,615.00 : $1,615.00
a MAA & P 28 : EA : 2.0 : : 2.0 : 2.0 : $1,935.00 : $3,870.00
S MAA & P 32 : EA : 3.0 : : 3.0 : 3.0 : $2,265.00 : $6,795.00
FAC STD S3 5P 14 CAB ; EA . 1.0 : 1.0 : 1.0 : $9,100.00 $9,100.00
IND L DET AMP : EA : 10.0 : ; . 10.0 : 10.0 : $165.00 I $1,650.00
DET LOOP T1 LF : 1,182.0 : 185.0 : 1 1367.0 : 1367.0 : $7.50 ; $10,252.50
PED PUSHBUTTON ; EA ; 8.0 : ; : 8.0 : 8.0 $135.00 ; $1,080.00
6ALVS CON T 1 1/4 : LF 1 544.0 10.0 1 : 554.0 : 554.0 : $3.80 ; $2,105.20
6ALVS CON T 1 1/2 : LF : 74.0 ; : 39.0 : 35.0 : 35.0 : $5.00 ; $175.00
6ALVS CON T 2 1 LF : 101.0 ; 13.0 : ; 114.0 : 114.0 ; $5.75 $655.50 -
6ALVS CON T 2 1/2 ; LF : 183.0 ; 1.0 : : 184.0 : 184.0 : $7.50 : $1,380.00
6ALVS CON 1 3 : LF 1 174.0 : ; 1.0 : 173.0 : 173.0 $9.50 $1,643.50
6ALVS CON T 3 1/2 : LF 193.0 : 1 4.0 : 189.0 : 189.0 : $11.00 : $2,079.00
6ALVS CON T 4 : LF 48.0 : : 12.0 : 36.0 : 36.0 ; $14.00 : $504.00
U D 11/0 CABLE T 1 : LF 71.0 14.0 ; 57.0 : 57.0 : $1.80 : $102.60
ELCBL C 6 2C LF ; 77.0 : 31.0 ; 46.0 : 46.0 ; $1.80 $82.80
ELCBL C 14 2C LF : 1,098.0 : 57.0 : : 1155.0 : 1155.0 $0.95 : $1,097.25
: ELCBL C 14 3C : LF : 1,683.0 ; 446.0 : ; 2129.0 2129.0 : $1.00 : $2,129.00
ELCBL C 14 5C : IF : 2,169.0 : 10.0 : : 2179.0 ; 2179.0 : $1.05 : $2,287.95
ELCBL C 14 7C : LF : 931.0 : : : 931.0 : 931.0 : $1.10 : $1,024.10 I
ELCBL C 14 2C TN SH : LF : 1,730.0 : 19.0 ; : 1749.0 1749.0 ; $0.95 : $1,661.55
SERV INSATLI TY C : EA 2.0 ; : : 2.0 ; 2.0 $600.00 : $1,200.00
CONC FDN TY A : LF : 24.0 : : : 24.0 ; 24.0 ; $130.00 : $3,120.00
CONC FDN TY D : LF ; 7.0 : : : 7.0 : 7.0 : $180.00 : $1,260.00
CONC FDN TY E 24D : LF : 34.5 : : : 34.5 : 34.5 ; $95.00 ; $3,277.50
iliC FDN TY E 300 : IF : 32.5 : : : 32.5 : 32.5 : $100.00 : $3,250.00
HANDHOLE : EA ; 11.0 : : 11.0 : 11.0 : $595.00 I $6,545.00
CONC HD HANDHOLE : EA ; 4.0 ' ; : 4.0 : 4.0 : $925.00 : $3,700.00
CONC DBL HANDHOLE . EA : 2.0 : ; : 2.0 ; 2.0 : $1,000.00 $2,000.00
TRENCH & BACKFILL : LF ; 1,331.0 ; : 49.0 : 1282.0 : 1282.0 $1.70 : $2,179.40
REL EX TS CONT & CAB : EA 1.0 : : 1.0 : 1.0 ; $1,140.00 : $1,140.00
IV OF ELGIN N. McLEAN BLVD. PAY ESTIMATE NO. 9 PALUMBO BROS., INC Date 05-Au -94
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I`; eADIO INTERCONN UNIT ; EA ; 1.0 ; ; 1.0 ; 0.0 ; ; $5,285.00 ; $0.00
REL EX RADIO INT ANT ; EA ; 1.0 ; ; 1.0 ; 0.0 ; ; $90.00 $0.00
REMOV EX TS EQUIP ; EA ; 1.0 ; ; 1.0 ; 1.0 ; $1,500.00 ; $1,500.00
MAIN EX TR S16 INSTAL ; EA ; 1.0 ; ; ; 1.0 ; 1.0 ; $1,800.00 ; $1,800.00
ELECTRIC CABLE SPLICE EA ; 1.0 ; 11.0 ; ; 12.0 12.0 ; $50.00 ; $600.00
TEMP PT PVT MK 4 MHT ; LF ;18,200.0 ; ; 4981.0 ; 13219.0 ; 13219.0 ; $0.09 ; $1,189.71
TEMP PT PVT 111 4 YEL ; LF ;16,000.0 3481.0 12519.0 12519.0 ; $0.09 ; $1,126.71
PIPIT MARKING REMOVAL LF ; 500.0 1442.0 1942.0 ; 1942.0 ;. $0.50 ; $971.00
AGGREGATE ; TN ; 2,000.0 ; 761.0 ; ; 2761.0 ; 2761.0 ; $10.00 ; $27,610.00
CURB REM ; LF ; 35.0 ; ; 35.0 ; 0.0 ; ; $4.00 ; $0.00
CONC CURB TB ; LF ; 35.0 ; ; 35.0 ; 0.0 ; ; $8.50 ; $0.00
PROTECTIVE COAT ; SY ; 5,654.0 ; ; 125.0 ; 5529.0 ; 5529.0 ; $0.54 ; $2,985.66
EXPLOR TRENCH 52 LF 100.0 ; ; 47.0 ; 53.0 ; 53.0 ; $8.00 ; $424.00
ISM Mit ; MIS ; sists ; Mit ; 0.0 ; Mit ; sits: : sits:
TOTALS $1,367,544.52
MISCELLANEOUS EXTRAS VALUES
S.S. TYPE 1, 12"0' RING LF 287.0 8 $22.50 $6,457.50
S.S. TYPE 1, 15"0' RING LF e ; $0.00
MH & CB RECONSTRUCTION EA 8.0 Q $550.00 ; $4,400.00
S.S. TYPE 2, 12"0" RIN6 LF 934.0 f $23.50 ; $21,949.00
IrTYPE 2, 15' '0' RING LF 655.0 a $25.50 $16,702.50
`....iERMAIN LDWERIN6 (F.H.) LF 12.0 a $50.00 ; $600.00
PAVEMENT PATCHING 6' SY 762.0 a $34.75 ; $26,479.50
HI-EARLY CONC. DR. CY 98.0 8 $5.00 $490.00
FORCE ACCT. EXCAV TEST HOLES EA 1.0 E $1,237.19 ; $1,237.19
VARIABLE DEPTH 6RINDIN6 SY 898.0 a $6.00 ; $5,388.00
SH A IF 5S BM EA 2.0 a $577.50 ; $1,155.00
PED SH A 1F BM EA 2.0 8 $357.00 $714.00
MODIFY EXISTIN6 CONTROLLER EA 1.0 8 $630.00 ; $630.00
SANITARY MANHOLES ADJUST EA 11.0 Q $682.50 $7,507.50
B ; $0.00
TOTAL EXTRAS $93,710.19
TOTAL VALUE COMPLETED WORK $1,461,254.71
RETAINAGE (02) $0.00
BALANCE DUE $1,461,254.71
MISCELLANEOUS DEBITS VALUES
PAY ESTIMATE NO 1 :$175,997.05
PAY ESTIMATE NO 2 :3404,653.40 ;
AINLESTIMATE NO 3 :$472,805.41
ESTIMATE NO 4 ; $25,609.07
PAY ESTIMATE NO 5 :3263,563.71
PAY ESTIMATE NO 6 : $67,591.56
PAY ESTIMATE NO 7 : $25,978.82
PAY ESTIMATE NO 8 : $7,432.42 ;
TY OF ELGIN N. McLEAN BLVD. PAY ESTIMATE NO. 9 PALUMBO BROS., INC Date 05-Aug-94
CURB & BUTTER REBAR CREDIT LF 9617.0 a $0.16 : $1,538.72 ;
SURFACE VARIATIONS EA 32.0 a $46.00 ; $1,472.00
TOTAL DEBITS $1,446,642.16
NET AMOUNT DUE $14,612.55
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SIGNED Vis 1994rs k. y,,.,u.S EPtc t,,,,-,_t- TITLE
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SIGNED 1994 TITLE
CONTRACTOR
APPROVED 1994 TITLE
CITY OF ELGIN
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