HomeMy WebLinkAbout96-96 Resolution No. 96-96
RESOLUTION
APPROVING CHANGE ORDER NO. 2 IN THE CONTRACT WITH
TRI-ON CONSTRUCTION COMPANY FOR NATIONAL STREET IMPROVEMENTS
WHEREAS, the City of Elgin has heretofore entered into a
contract with Tri-On Construction Company for the National
Street 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/ Kevin Kelly
Kevin Kelly, Mayor
Presented: April 10, 1996
Adopted: April 10, 1996
Omnibus Vote: Yeas 6 Nays 0
Attest:
s/ Dolonna Mecum
Dolonna Mecum, City Clerk
NATIONAL STREET IMPROVEMENTS
CHANGE ORDER No. 2
January 31, 1996
SCOPE: This change order covers additional work necessary to:
item 2x. to deliver the old signal equipment (salvaged) from the
four signalized intersections of National Street to the Public
Works Complex.
item 5x. maintain the temporary signals at Illinois Route 31 and
National Street for seven months beyond the contract. With the
exception of this intersection, the project was completed in
November of 1994 . Because of delays in Illinois Department of
Transportation review of the signal material for this
intersection, this intersection could not be completed until
July of 1995.
item 9x. provide the traffic control for the Illinois Route 31
and National Street intersection during the period following
substantial completion and the installation of the permanent
signals . See item 5x.
Items 6x, 7x, 8x and 11x. restore sanitary sewer service to 280
and 282 National Street. In November of 1994 , the owner of 282
National Street contacted Public Works regarding a sewage back
up. The National Street project, substantially complete at this
time, included storm sewer and water main installations which
were believed to have broken a clay sanitary sewer serving 280
and 282 National Street.
item 6x. locating the problem and temporary pavement
repairs for the sanitary sewer service repair at 280 and
282 National Street. Item completed on a time and
material basis .
item 7x. to provide manholes for repair the sanitary
sewer service at 280 and 282 National Street. This item
is based upon an agreed price found in change order
#1 .
item 8x. install sewer pipe for the repair of the
sanitary sewer service at 280 and 282 National Street.
Item completed on a time and material basis .
item 11x. permanently repair sidewalk and pavement
damaged during the sanitary sewer service repair at 280
and 282 National Street. Item completed on a time and
material basis .
item 10x. provide flagman protection at the Chicago Northwestern
railroad crossing of National Street. It was not anticipated
that the City would be assessed flagman costs .
National Street Improvements
Change Order No. 2
January 31, 1996
Page 2
REASONS FOR CHANGE: This Change Order number 2 is required to
account for additional pay items and changes to contract 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/(DEDUCT)
2x Salvage old signals 1 Lump Sum $1,000 . 00
to the City
5x Temporary Traffic 7 Cal . Months $2,800 . 00
Signal Maintenance
6x Temporary and Partial 1 Lump Sum $3,998 . 18
Pavement Repairs
7x Sanitary Manholes 2 Each $3,000 . 00
8x Sanitary Repair 1 Lump Sum $5, 157 .51
9x Traffic Control 1 Lump Sum $2,067 . 95
10x Railroad Flagmen 1 Lump Sum $5,342 . 10
llx Street Repair 1 Lump Sum $2,931 . 34
Adjustment to contract pay item quantities $27 ,552 . 34
(See the attached final pay estimate)
The total amount of the above items is $53,849 .42 . The total
amount of change order number 1 is $14,939 . 90 and the total of
both change orders is $68,789 . 32 . The two change orders
increase the contract amount from $2,934,000. 64 to $3,002,789 . 96 .
National Street Improvements
Change Order No. 2
January 31, 1996
Page 3
OTHER CONTRACT PROVISIONS: All other contract provisions shall
remain the same.
Agreed to this (/ /T day of (f��Q�, , 1996 .
Recommended: (J
Engineering Division
/ or.
24.
64
l /
/e: Y / /d /G
/�
Accepted: ,
Party of the Second Part, Tri-On Construction Company
Or
By N►iiir.i /II..i �_ ,
Title: CACateff/NL
Date:
Approved:
Party of the First Part, City of Elgin
By: 1 t 1��"0----
Title: aLt5,--,1
Date: 4 / 4(46
A .
•
ENGINEER'S PAYMENT ESTIMATE NO.19 Jan.26,1996
TRI-ON CONSTRUCTION COMPANY,INC. FINAL PAY ESTIMATE
NATIONAL STREET IMPROVEMENTS
ITEM PLAN ADDED DELETED ADJUSTED COMPLETED UNIT TOTAL
NO. ITEM UNIT QTY QTY QTY QTY QTY PRICE COST
1 TREE REMOV 6-15 IN DIA 16 39 0 55 55 $15.00 $825.00
2 TREE REMOV OVER 15 IN DIA 66 10 0 76 76 $25.00 $1,900.00
3 SPECIAL EXCAVATION CU YD 12165 749 0 12914 12914 $7.50 $96,855.00
4 POROUS GRAN EMB SPEC TON 7199 0 1896 5303 5303 $5.00 $26,515.00
5 TRENCH BACKFILL CU YD 4041 66 0 4107 4107 $20.90 $85,836.30
6 SUB GRAN MAT B TON 2754 597 0 3351 3351 $22.15 $74,224.65
7 TOP SOIL PLACE 4 SQ YD 5897 216 0 6113 6113 $1.15 $7,029.95
8 EXPLOR TRENCH 72 LIN FT 200 0 200 0 0 $10.00 $0.00
9 PCC BSE CSE 9 1/2 SQ YD 899 854 0 1753 1753 $25.00 $43,825.00
10 BIT BASE CSE 8 SQ YD 7620 1120 0 8740 8740 $10.00 $87,400.00
11 BIT MATLS PR CT GAL 5332 0 3997 1335 1335 $0.10 $133.50
12 AGG PR CT TON 110 0 97 13 13 $5.00 $65.00
13 LEV BIND MM T2 TON 1307 21 0 1328 1328 $24.00 $31,872.00
14 BIT C BIND CSE'B"T2 TON 791 795 0 1586 1586 $25.00 $39,650.00
15 BIT CON SC'D'CLI T2 TON 2434 0 29 2405 2405 $26.00 $62,530.00
16 INCIDENTAL BIT SURF TON 500 0 329 171 171 $31.00 $5,301.00
17 PCC PVT 8 1/2 HIN JT SQ YD 2615 0 90 2525 2525 $40.00 $101,000.00
18 AREA REF CR CON TRA SQ YD 20138 0 3686 16452 16452 $0.58 $9,542.16
19 GEOTECH FAB SQ YD 12582 1550 0 14132 14132 $1.00 $14,132.00
. 20 PROTECTIVE COAT SO YD 9973 0 449 9524 9524 $0.60 $5,714.40
21 STORM SEWER 1 12 LIN FT 325 93 0 418 418 $22.80 $9,530.40
22 STORM SEWER 1 15 LIN FT 56 0 56 0 0 $25.65 $0.00
23 STORM SEWER 1 18 LIN FT 74 0 74 0 0 $30.40 $0.00
24 STORM SEWER 2 12 LIN FT 1254 0 744 510 510 $22.80 $11,628.00
25 STORM SEWER 2 15 LIN FT 445 37 0 482 482 $25.65 $12,363.30
26 STORM SEWER 2 18 LIN FT 352 0 18 334 334 $30.40 $10,153.60
27 STORM SEWER REM LIN FT 431 399 0 830 830 $9.50 $7,885.00
28 PIPE UNDERDRAINS 6 LIN FT 240 0 40 200 200 $17.10 $3,420.00
29 CASING PIPE JACKED 4 LIN FT 92 29 0 121 121 $156.75 $18,966.75
30 CASING PIPE JACKED 24 LIN FT 257 19 0 276 276 $213.75 $58,995.00
31 ANCHOR PIPE 6 LIN FT 113 0 20 93 93 $71.25 $6,626.25
32 D I WATER MAIN 6 LIN FT 30 14 0 44 44 $34.20 $1,504.80
33 D I WATER MAIN 8 LIN FT 126 16 0 142 142 $34.20 $4,856.40
34 D I WATER MAIN 10 LIN FT 16 75 0 91 91 $36.10 $3,285.10
35 D I WATER MAIN 12 LIN FT 2522 0 1 2521 2521 $54.15 $136,512.15
36 D I WATER MAIN 16 LIN FT 20 20 0 40 40 $53.20 $2,128.00
37 D I BALL JT RIVER X PIPE 16 LIN FT 308 0 0 308 308 $800.00 $246,400.00
38 WATER VALVES 6 EACH 2 0 0 2 2 $427.50 $855.00
39 WATER VALVES 8 EACH 1 4 0 5 5 $641.25 $3,206.25
40 WATER VALVES 10 EACH 1 0 0 1 1 $760.00 $760.00
41 WATER VALVES 12 EACH 5 3 0 8 8 $855.00 $6,840.00
42 BUTTERFLY VALVES 16 EACH 2 0 1 1 1 $1,900.00 $1,900.00
43 ADJ WATER MAIN 6 LIN FT 60 0 60 0 0
$76.00 $0.00
44 ADJ WATER MAIN 8 LIN FT 60 0 40 20 20 $85.50 $1,710.00
45 ADJ WATER MAIN 10 LIN FT 60 0 49 11 11 $118.75 $1,306.25
46 ADJ WATER MAIN 12 LIN FT 60 0 60 0 0 $147.25 $0.00
47 TAP VALVE&SLEEVE 10 EACH 1 0 0 1 1 $2,660.00 $2,660.00
48 ABAND EX WATER MAIN LUMP SUM 1 0 0 1 1 $3,610.00 $3,610.00
49 WATER SERV LINE 3/4 LIN FT 333 0 333 0 0 $19.00 $0.00
50 WATER SERV LINE 1 LIN FT 500 139 0 639 639 $20.90 $13,355.10
51 CORP STOP 3/4 EACH 12 0 12 0 0 $119.00 $0.00
52 CORP STOP 1 EACH 17 4 0 21 21 $120.90 $2,538.90
53 CURB STOP 3/4 EACH 12 0 12 0 0 $33.25 $0.00
No.19(FINAL PAY ESTIMATE) PAGE 1
54 CURB STOP 1 EACH 17 10 0 27 27 $38.00 $1,026.00
55 ADJ SAN SEWER 8 LESS LIN FT 50 111 0 161 161 $142.50 $22,942.50
56 ADJ SAN SEWER OVER 8 LIN FT 50 0 34 16 16 $156.75 $2,508.00
57 ADJ WATER SERV LINES LIN FT 100 0 86 14 14 $26.60 $372.40
58 CB TA 4 DIA EACH 20 0 5 15 15 $950.00 $14,250.00
59 MAN TA 4 DIA EACH 15 0 0 15 15 $950.00 $14,250.00
60 INLETS TA EACH 2 10 0 12 12 $570.00 $6,840.00
61 INLETS SPCL EACH 3 0 2 1 1 $878.75 $878.75
62 W TA 5 DIA EACH 24 0 7 17 17 $1,520.00 $25,840.00
63 W TA 6 DIA EACH 2 0 1 1 1 $1,852.50 $1,852.50
64 STRUCTURES TO BE ADJ EACH 62 0 5 57 57 $285.00 $16,245.00
65 STRUCTURES TO BE REC EACH 5 9 0 14 14 $570.00 $7,980.00
66 STRUCTURES TO BE FILLED EACH 3 3 0 6 6 $190.00 $1,140.00
67 STRUCTURES TO BE REMV EACH 47 5 0 52 52 $166.25 $8,645.00
68 VALVE BOXES TO BE ADJ EACH 1 0 1 0 0 $237.50 $0.00
69 GRATES T8 EACH 1 0 1 0 0 $85.50 $0.00
70 FR&GRATES T11 EACH 20 0 2 18 18 $213.75 $3,847.50
71 FR&GRATES T11 MOD EACH 1 0 1 0 0 $213.75 $0.00
72 FR&GRATES SPEC EACH 15 3 0 18 18 $451.25 $8,122.50
73 FR&LIDS T1 OL EACH 4 0 0 4 4 $152.00 $608.00
74 FR&LIDS T1 CL EACH 74 7 0 81 81 $152.00 $12,312.00
75 COMB CC&G TB6.06 LIN FT 130 0 81 49 49 $15.00 $735.00
76 COMB CC&G TB6.12 LIN FT 7545 1048 0 8593 8593 $12.00 $103,116.00
77 COMB CC&G TB6.24 LIN FT 84 7 0 91 91 $20.00 $1,820.00
78 COMB CC&G TB6.24 VWGF LIN FT 106 0 19 87 87 $25.00 $2,175.00
79 CONC MEDIAN SURF 4 SQ FT 89 0 89 0 0 $6.00 $0.00
80 BIT SURF REM(CM)VAR D SQ YD 18918 0 1836 17082 17082 $1.30 $22,206.60
81 DRIVE PAVEMENT REM SQ YD 558 55 0 613 613 $5.60 $3,432.80
82 SIDEWALK REM SQ FT 42317 0 51 42266 42266 $0.65 $27,472.90
83 CL C PATCH SPCL 12 SQ YD 320 0 169 151 151 $32.00 $4,832.00
84 PVT PATCHING(FD) SQ YD 416 0 282 134 134 $38.30 $5,132.20
85 PCC DRIVEWAY PAVT 6 SQ YD 624 0 272 352 352 $36.00 $12,672.00
86 PCC DRIVEWAY PAVT 8 SQ YD 318 47 0 365 365 $39.00 $14,235.00
87 PC CONC SIDEWALK 5 SQ FT 36219 2505 0 38724 38724 $3.00 $116,172.00
88 PC CONC SIDEWALK 6 SQ FT 2101 0 459 1642 1642 $3.40 $5,582.80
89 PC CONC SIDEWALK 8 SQ FT 1364 1045 0 2409 2409 $4.00 $9,636.00
90 PC CONC CURB SIDEWALK SO FT 518 0 26 492 492 $6.50 $3,198.00
91 AGGREGATE TON 1500 0 404 1096 1096 $16.60 $18,193.60
92 FIRE HYDNTS TO BE ADJ EACH 2 0 2 0 0 $665.00 $0.00
93 FIRE HYDNTS TO BE REM EACH 5 0 0 5 5 $475.00 $2,375.00
94 FIRE HYDNT&VAL MVD EACH 1 2 0 3 3 $1,520.00 $4,560.00
95 FIRE HYD W/AUX V&VB EACH 9 0 0 9 9 $1,396.50 $12,568.50
96 CURB STOP&BOX REMOVAL EACH 29 0 3 26 26 $475.00 $12,350.00
97 DOM WAT SER BOX EACH 29 0 8 21 21 $76.00 $1,596.00
98 HAY OR STRAW BALES EACH 40 0 40 0 0 $20.00 $0.00
99 SODDING SQ YD 5897 211 0 6108 6108 $2.20 $13,437.60
100 SUPPLE WATER UNITS 89 0 89 0 0 $0.01 $0.00
101 NITROGEN FERT NUTR POUND 98 0 98 0 0 $2.00 $0.00
102 PHOSPHORUS FERT NUTR POUND 58 0 58 0 0 $2.00 $0.00
103 POTASSIUM FERT NUTR POUND 46 0 46 0 0 $2.00 $0.00
104 ENGR FIELD OFFICE A CAL MO 6 0 0 6 6 $1,400.00 $8,400.00
105 PAVT MARKING TAPE T3 LIN FT 2128 0 1856 272 272 $0.17 $46.24
106 TRAF CONT&PROT LUMP SUM 1 0 0 1 1 $324,438.00 $324,438.00
107 BIT DRIVEWAY PAVT 8 SQ YD 341 0 341 0 0
$28.00 $0.00
108 STAB DRIVEWAYS 10 SQ YD 260 0 67 193 193 $20.00 $3,860.00
109 DUST CONTROL WATER UNIT 46 0 46 0 0 $90.00 $0.00
110 PAVT MARKING REMOVAL LIN FT 7100 0 6450 650 650 $0.50 $325.00
111 SS D I CL52 T1 12 LIN FT 217 227 0 444 444 $42.75 $18,981.00
112 SS D I CL52 T2 12 LIN FT 267 152 0 419 419 $44.65 $18,708.35
113 TEMP PT PAVT MK 4 WH LIN FT 7650 0 6796 854 854 $0.15 $128.10
No.19(FINAL PAY ESTIMATE) PAGE 2
114 TEMP PT PAVT MK 4 YEL LIN FT 7100 0 6466 634 634 $0.15 $95.10
115 THPL PAVT MK LTR&SYM SQ FT 1360 0 157 1203 1203 $2.25 $2,706.75
116 THPL PAVT MK LINE 4 LIN FT 10189 1071 0 11260 11260 $0.36 $4,053.60
117 THPL PAVT MK LINE 6 LIN FT 5348 0 358 4990 4990 $0.55 $2,744.50
118 THPL PAVT MK LINE 8 LIN FT 210 0 58 152 152 $0.80 $121.60
119 THPL PAVT MK LINE 12 LIN FT 860 0 154 706 706 $1.20 $847.20
120 THPL PAVT MK LINE 24 LIN FT 815 0 129 686 686 $2.40 $1,646.40
121 PAINT PAVT MK LTR&SYM SQ FT 378 354 0 732 732 $1.50 $1,098.00
122 PAINT PAVT MK LINE 4 LIN FT 1700 2294 0 3994 3994 $0.25 $998.50
123 PAINT PAVT MK LINE 6 LIN FT 771 1032 0 1803 1803 $0.45 $811.35
124 PAINT PAVT MK LINE 12 LIN FT 91 0 25 66 66 $0.90 $59.40
125 PAINT PAVT MK LINE 24 LIN FT 150 72 0 222 222 $1.80 $399.60
126 RAISED REFL PAVT MKR EACH 41 7 0 48 48 $37.75 $1,812.00
127 RR PROT LIABILITY INS LUMP SUM 1 0 0 1 1 $7,500.00 $7,500.00
128 SIGN PANEL T1 SQ FT 158.25 23.75 0 182 182 $37.80 $6,879.60
129 SIGN PANEL SPCL SQ FT 304.7 0 3.2 301.5 301.5 $15.00 $4,522.50
130 ST NAME SIGN ASSEMBLY EACH 12 0 2 10 10 $150.00 $1,500.00
131 SIGN POST LIN FT 850.75 0 513.75 337 337 $9.00 $3,033.00
132 SH 1F 3S BM EACH 4 0 0 4 4 $450.00 $1,800.00
133 SH 1F 3S MAM EACH 16 0 0 16 16 $474.00 $7,584.00
134 SH 1F 5S BM EACH 7 0 0 7 7 $630.00 $4,410.00
135 SH 1F 5S MAM EACH 13 0 0 13 13 $736.00 $9,568.00
136 SH 2F 3S BM EACH 4 0 0 4 4 $870.00 $3,480.00
137 SH 2F 5S BM EACH 1 0 0 1 1 $1,230.00 $1,230.00
138 SH 2F 13S 1-5S BM EACH 5 0 0 5 5 $1,050.00 $5,250.00
139 SH 3F 23S 1-5S BM EACH 1 0 0 1 1 $1,540.00 $1,540.00
140 PED SH 1F BM EACH 30 0 0 30 30 $390.00 $11,700.00
141 PED SH 2F BM EACH 1 0 0 1 1 $660.00 $660.00
142 TS BACKPLATE LOUVERED EACH 29 0 0 29 29 $47.25 $1,370.25
143 TS POST F 10 EACH 2 0 0 2 2 $465.00 $930.00
144 TS POST F 14 EACH 5 0 0 5 5 $516.00 $2,580.00
145 TS POST F 16 EACH 15 0 0 15 15 $557.00 $8,355.00
146 S MAA&P 28 EACH 2 0 0 2 2 $2,088.00 $4,176.00
147 S MAA&P 30 EACH 1 0 0 1 1 $2,488.00 $2,488.00
148 STL COMB MAA&P 22 EACH 1 0 0 1 1 $3,835.00 $3,835.00
149 STL COMB MAA&P 24 EACH 2 0 0 2 2 $4,185.00 $8,370.00
150 STL COMB MAA&P 26 EACH 2 0 0 2 2 $4,235.00 $8,470.00
151 STL COMB MAA&P 30 EACH 1 0 0 1 1 $4,369.00 $4,369.00
152 STL COMB MAA&P 32 EACH 4 0 0 4 4 $4,407.00 $17,628.00
153 STL COMB MAA&P 34 EACH 1 0 0 1 1 $4,513.00 $4,513.00
154 FAC STD S4 8P T4 CAB EACH 2 1 0 3 3 $7,352.00 $22,056.00
155 FAC STD S4 8P T5 CAB EACH 1 0 0 1 1 $8,151.00 $8,151.00
156 FAC SPL SEQ 8P(SPARE) EACH 2 0 1 1 1 $2,600.00 $2,600.00
157 FAC SPL SEQ 8P EACH 1 0 0 1 1 $2,700.00 $2,700.00
158 TRANSCEIVER EACH 4 0 0 4 4 $301.00 $1,204.00
159 IND L DET AMP EACH 34 0 0 34 34 $148.00 $5,032.00
160 IND L DET AMP SYS OP EACH 2 0 0 2 2 $253.00 $506.00
161 MASTER CONT IN T5 CAB EACH 1 0 0 1 1 $8,707.00 $8,707.00
162 MASTER CONT REMO MONITOR EACH 1 0 0 1 1 $12,350.00 $12,350.00
163 MASTER CONTROLLER EACH 1 0 0 1 1 $4,860.00 $4,860.00
164 DET LOOP T1 LIN FT 3478 21 0 3499 3499 $4.50 $15,745.50
165 PED PUSH-BUTTON EACH 31 0 0 31 31 $141.00 $4,371.00
166 GALVS CON T 1 1/2 LIN FT 458 0 15 443 443 $5.60 $2,480.80
167 GALVS CON T 2 LIN FT 2855 1055 0 3910 3910 $6.00 $23,460.00
168 GALVS CON T 2 1/2 LIN FT 656 0 11 645 645 $9.00 $5,805.00
169 GALVS CON T 3 LIN FT 114 0 29 85 85 $11.50 $977.50
170 GALVS CON T 4 LIN FT 388 174 0 562 562 $16.00 $8,992.00
171 GALVS CON T 5 LIN FT 120 0 10 110 110 $25.00 $2,750.00
172 GALVS CON P 1 1/2 LIN FT 97 0 0 97 97 $13.00 $1,261.00
173 GALVS CON P 2 LIN FT 1158 0 418 740 740 $16.00 $11,840.00
No.19(FINAL PAY ESTIMATE) PAGE 3
174 GALVS CON P 2 1/2 LIN FT 106 39 0 145 145 $21.00 $3,045.00
175 GALVS CON P 4 UN FT 1025 110 0 1135 1135 $31.00 $35,185.00
176 GALVS CON AT ST 2 LIN FT 297 140 0 437 437 $9.25 $4,042.25
177 U D W/O CABLE T 1 LIN FT 765 40 0 805 805 $3.50 $2,817.50
178 ELCBL C 6 2C UN FT 141 0 0 141 141 $3.40 $479.40
179 ELCBL C 14 2C LIN FT 5756 0 244 5512 5512 $0.62 $3,417.44
180 ELCBL C 14 3C LIN FT 5975 0 123 5852 5852 $0.74 $4,330.48
181 ELCBL C 14 5C LIN FT 7204 0 589 6615 6615 $0.96 $6,350.40
182 ELCBL C 14 7C LIN FT 4922 30 0 4952 4952 $1.20 $5,942.40
183 ELCBL C 14 2C TW SH UN FT 9674 0 1298 8376 8376 $1.00 $8,376.00
184 ELCBL C 18 3PR TW SH LIN FT 4439 0 34 4405 4405 $1.75 $7,708.75
185 SERV INSTALL TY C EACH 3 0 0 3 3 $456.00 $1,368.00
186 CONC FON TY A LIN FT 66 0 0 66 66 $66.00 $4,356.00
187 CONC FDN TY D LIN FT 10.5 0 0 10.5 10.5 $165.00 $1,732.50
188 CONC FDN TY E 24D LIN FT 20 0 0 20 20 $62.00 $1,240.00
189 CONC FDN TY E 30D LIN FT 15 0 0 15 15 $78.00 $1,170.00
190 CONC HANDHOLE EACH 31 1 0 32 32 $415.00 $13,280.00
191 CONC HD HANDHOLE EACH 11 0 0 11 11 $560.00 $6,160.00
192 CONC DB HANDHOLE EACH 6 0 1 5 5 $740.00 $3,700.00
193 REBUILD EX HANDHOLE EACH 1 0 1 0 0 $415.00 $0.00
194 TRENCH&BACKFILL LIN FT 5092 663 0 5755 5755 $1.90 $10,934.50
195 REMOV EX TS EQUIP EACH 5 0 0 5 5 $2,016.00 $10,080.00
196 REL EX IND L DET AMP EACH 2 0 0 2 2 $60.00 $120.00
197 REMOV EX HANDHOLE EACH 24 2 0 26 26 $95.00 $2,470.00
198 REM EX CONC FDN EACH 31 2 0 33 33 $142.00 $4,686.00
199 PULL ELCBL FR CON LIN FT 651 0 0 651 651 $0.72 $468.72
.200 TEMP TR SIG INSTALL EACH 4 0 0 4 4 $14,800.00 $59,200.00
201 PAINT EX TR SIG EQUIP EACH 1 0 0 1 1 $550.00 $550.00
202 DRILL EX HANDHOLE EACH 3 2 0 5 5 $80.00 $400.00
203 FDN COMB POLE EACH 165 0 0 165 165 $78.00 $12,870.00
204 MOD EX TY D FDN EACH 1 1 0 2 2 $460.00 $920.00
205 BKWY DEV COU AL SKIRT EACH 57 0 0 57 57 $215.00 $12,255.00
206 CON T 2 GALVS LIN FT 5503 2097 0 7600 7600 $6.00 $45,600.00
207 CON P 2 GALVS LIN FT 1649 0 120 1529 1529 $16.00 $24,464.00
208 CON P 4 GALVS LIN FT 90 0 40 50 50 $31.00 $1,550.00
209 EC T XLP USE 1C 10 LIN FT 17328 0 17328 0 0 $0.47 $0.00
210 ECT XLP USE 1C 8 LIN FT 15168 20628 0 35796 35796 $0.54 $19,329.84
211 ELECT SERV INSTALL EACH 2 0 0 2 2 $460.00 $920.00
212 ELECT UTIL SERV CONN EACH 1 0 0 1 1 $500.00 $500.00
213 LIGHT POLE FDN 24D LIN FT 570 18 0 588 588 $62.00 $36,456.00
214 LT P A 30MH 6MA EACH 57 0 0 57 57 $1,239.00 $70,623.00
215 LTG CONTR DUP CONS TY EACH 2 0 0 2 2 $3,500.00 $7,000.00
216 LUM MH HORIZ MT 175W EACH 61 4 0 65 65 $280.00 $18,200.00
217 LUM MH HORIZ MT 250W EACH 7 0 4 3 3 $285.00 $855.00
218 REM EX LT UNIT&SALV EACH 16 0 0 16 16 $110.00 $1,760.00
219 REM LT POLE FDN PART EACH 16 0 0 16 16 $125.00 $2,000.00
220 TR&BKFILL F RDWY LT LIN FT 5503 951 0 6454 6454 $1.90 $12,262.60
TOTALS $2,961,552.98
No.19(FINAL PAY ESTIMATE) PAGE 4
MISCELLANEOUS EXTRAS VALUES
01X MAT.D.I.BALL JT PIPE LIN FT 308 @ $175.20 $53,961.60
02X HAULING OLD SIGNALS TO CITY L SUM 1 @ $1,000.00 $1,000.00
03X DELETE MISC.EXTRA 01 X-SEE ITEM 37 ($53,961.60)
04X MISC.EXTRAS-SEE ATTACHMENT $14,939.90
05X TRAFFIC SIGNAL MAINTANCE CAL.M. 7 @ $400.00 $2,800.00
06X ROAD REPAIR(PARTIAL) L.SUM 1 @ $3,998.18 $3,998.18
07X SANITARY MANHOLES EACH 2 @ $1,500.00 $3,000.00
08X SANITARY SERVICE REPAIR L.SUM 1 @ $5,157.51 $5,157.51
09X TRAF CONTR @ 31 &NATIONAL S L.SUM 1 @ $2,067.95 $2,067.95
10X CNW FLAGMAN-REIMBURSEMENT L.SUM 1 @ $5,342.10 $5,342.10
11X STREET REPAIR-SAN.REPAIR L.SUM 1 @ $2,931.34 $2,931.34
TOTAL EXTRAS $41,236.98
TOTAL VALUE OF COMPLETED WORK&BALANCE DUE $3,002,789.96
MISCELLANEOUS DEBITS VALUES
PAY ESTIMATE NO 1 $80,809.90
PAY ESTIMATE NO 2 $228,238.58
PAY ESTIMATE NO 3 $160,458.21
PAY ESTIMATE NO 4 $179,798.15
PAY ESTIMATE NO 5 $125,826.61
PAY ESTIMATE NO 6 $161,381.67
PAY ESTIMATE NO 7 $269,846.53
PAY ESTIMATE NO 8 $362,862.34
PAY ESTIMATE NO 9 $219,502.17
PAY ESTIMATE NO 10 $469,356.05
PAY ESTIMATE NO 11 $70,517.81
PAY ESTIMATE NO 12 $84,904.01
PAY ESTIMATE NO 13 $267,642.08
PAY ESTIMATE NO 14 $92,279.03
PAY ESTIMATE NO 15 $23,502.71
PAY ESTIMATE NO 16 $87,331.51
PAY ESTIMATE NO 17 $51,203.53
PAY ESTIMATE NO 18 $64,520.02
TOTAL DEBITS $2,999,980.91
NET AMOUNT DUE $2,809.05
PREPARED BY:
Lk%� ilCl� DATE: c ' ,V '
HLR
S MITTED&ACKNOW EDG�BY:
:;, �: , 11 _/ DATE:
I N UCTION, N
"OVED BY: �-
"� DATE:l/L !9 �LL��
OF/GIN
No.19(FINAL PAY ESTIMATE) PAGE 5
•
�n
Agenda Item No.
A:v
*s
March 21, 1996
TO: Mayor and Members of the City Council
FROM: Richard B. Helwig, City Manager
SUBJECT: National Street Improvements - Authorization
for Change Order No. 2, Final Payment and
Final Acceptance
PURPOSE
The purpose of this memorandum is to provide the Mayor and
members of the City Council with information to consider the
approval of Change Order No. 2 project, final acceptance and
to make final payment for the National Street Improvements .
BACKGROUND
The subject project was awarded to Tri-On Construction Co. ,
Inc. at the May 25, 1994 City Council Meeting in the amount
of $2,934,000.64 . Change Order No. 1 and an increase to the
contract quantities approved on June 30, 1995 increased the
contract amount by $14,939.90, to $2,948,940.54 .
The project has been substantially complete since October of
1994, but was kept open in order to complete the signals at
the National/ Walnut and State Street intersection. The
permanent signals were finally installed in July of 1995.
Delays included a 10 month Illinois Department of
Transportation review of the signal mast-arms. Once reviewed
and approved, this material took four months for fabrication
and delivery. At the completion of the signals, the City
submitted the final payment quantities to Tri-On Construction
Co. , Inc. Although they did not dispute these quantities they
did not submit a final invoice until January 1996.
[ Change Order #2, in the amount of $53,849 .42, is detailed as
shown on Exhibit A. In summary, increases are as follows :
National Street Improvements
March 21, 1996
Page 2
1 . Temporary signals ± $ 3,800
2 . Sewer lateral repair : ± $17,155
3. Railroad Flagman : ± $ 5,340
4 . Quantity adjustments : ± $27,550
All 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 by $68,789.32, to a
final amount of $3,002,789 .96. This represents a 2 .3%
increase to the awarded contract amount.
Summary:
Item Amount
Awarded Contract $ 2,934,000.64
Change Order No. 1 14,939. 90
Change Order No. 2 53,849.42
Final Contract $ 3,002,789 .96
Payouts to date total $2,935,460.89 leaving a balance due
Tri-On Construction, Co. of $67,329 .07, as detailed on
Exhibit B. The project has been funded from the 1992 Bond
Project Fund Account No. 392-00-00-795.93-80, Project
No.339533, where sufficient moneys exist to complete the
final payout.
LEGAL IMPACT
None.
r
National Street Improvements
March 21, 1996
Page 3
RECOMMENDATION •
It is recommended that the City Council authorize the City
Manager to execute Change Order No. 2 in the amount of
$53,849.42 . It is also recommended that final payment in the
amount of $67,329 .07 be authorized and that the completed
National Street Improvement project be accepted.
spectfully su itted,
Jamesaidi,ol 4,Leiaf
L. Kristiansen
Public Works Director
4/
(-R)01A.J a. tleiv41117b1N,\_
Richard B. Helwig Li
City Manager
r
JE/do
Attachments
r