R-28-02 04/22/02RESOLUTION Q
RESOLUTION AUTHORIZING AWARD OF CONTRACT TO
JAMES D. FIALA PAVING COMPANY, INC. IN CONJUNCTION WITH THE
FOURTH STREET PAVING & WATER MAIN IMPROVEMENTS
WHEREAS, the Village of Lemont requires repairs to Fourth Street from Country Lane to
McCarthy Road; and
WHEREAS, the Village of Lemont seeks to utilize the construction firm of James D. Fiala
Paving Company, Inc.; and
WHEREAS, James D. Fiala Paving Company, Inc. has submitted a low bid for such work in
the amount of $1,069,596.60.
NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the
Contract with of James D. Fiala Paving Company, Inc., is hereby approved.
PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF LEMONT, COUNTIES OF COOK, WILL AND DUPAGE,
ILLINOIS, on this 22nd day of April , 2002.
John Benik
Debby Blatzer
Peter Coules
Connie Markiewicz
Steven Rosendahl
Jeanette Virgifio
AYES
tif
v
NAYS PASSED ABSENT
CHARLENE SMOLLEN, Village Clerk
Approved by me this 22 °d day of
Attest:
April
, 2002.
AZZA, Villa
CHARLENE SMO
Approved as to
N. Villa, e Clerk
ONOP
owbrook, illinois ❑ 60527 ❑ 630 - 887 -8640 ❑ fax: 630 - 887 -0132
825 midway drive ❑ wi
FRANK NOVOTNY fx ASSOCIATES, INC.
CONSULTING CIVIL E N G I N E E R S
Mr. Gary Holmes
Administrator
Village of Lemont
418 Main Street
Lemont, Illinois 60439
APR 1 2 2002
VILLAGE OF LEMONT
ENGINEERING DEPARTMENT
Re: Fourth Street Paving & Water Main Improvements
Country Lane to McCarthy Road
Results of Bid Opening: March 27, 2002 @ 10:00 a.m.
Dear Gary:
April 4, 2002
Listed below and on the attached "Bid Tabulation ", please find the results of
the bid opening on March 27, 2002 at 10:00 a.m., for the above - captioned project.
Three (3) bids were received and checked; with one error being found in the high
bid.
James D. Fiala Paving Company, Inc. $ 1,069,596.60
Mola Construction Company, Inc. 1,087,522.00
Unique Plumbing Company, Inc. 1,278,329.60
Engineer's Estimate $ 1,082,788.40
The low bid submitted by James D. Fiala Paving Company, Inc., in the
amount of $1,069,596.60, is $13,191.80 (1.22 %) under the Engineer's Estimate of
$1,082,788.40. Since James D. Fiala Paving is pre - qualified to do this type of
work, we therefore recommend that the Contract be awarded to the James D. Fiala
Paving Company, Inc., 500 East Frontage Road N, Bolingbrook, IL 60440, in
the amount of $1,069,596.60.
On a related matter, I have worked with the utility companies in an effort to
determine their final cost for the utility pole relocation, and the utility service line
burial. I have indicated these amounts in the project budget summary noted below.
Mr. Gary Holmes
Village of Lemont
April 11, 2002
Page Two
Construction Contract Value (Fiala) $ 1,069,596.60
Soil Borings (Seeco) 2,727.00
Sewer Televising (National Power Rodding) 3,078.00
Easement Centerline Stakeout (Area Survey) 3,500.00
Engineering Design (Novotny) 44,000.00
Material Testing (TSC or Seeco) 3,000.00 *
Engineering Inspection/
Utility Coordination (Novotny) 60,000.00 *
ComEd Cost to Relocate Poles 0.00
ComEd Cost to Bury Service Lines 12,500.00 *
Ameritech Cost to Bury Service Lines 0.00 *
Supplemental Cost to Bury Additional
Raceway for Ameritech Use (Fiala) 10,000.00
AT &T Broadband Cost to Bury Service Lines 25,000.00 *
TOTAL ESTIMATED PROJECT COST $ 1,233,401.60
* Estimated Value
Upon award of the construction contract, we will work with the Staff, the
contractors, and the utility companies to compile a project schedule, and set up a
meeting with the Fourth Street residents to help explain the project scope and
timing.
Please call if you have any questions regarding this matter.
Very truly yours,
FRANK ��• ND ASSOCIATES, INC.
Jame" Cainkar, P.E., P.L.S.
JLC /debi
Enclosure
cc: Mr. Stephen May, P.E., w /Enc.
Dan Fielding, P.W. Dir., w /Enc.
James D. Fiala Paving Co., Inc., w /Enc.
Project File No. 99279
Dale: 413/02
OWNER:
PROJECT DESCRIPTION:
BID OPENING:
TABULATION OF BIDS
Village of Lemont
Fourth Street Paving:
Country Lane to McCarthy Road
March 27. 2002 na 10:00 am
Page 1 Of 3
PROJECT NO : 99279
Engineers
Estimate
Paving Company, Inc.
500 East Frontage Road N
Bolingbrook, IL 60440
5% Bid Bond
Mola Construction Co., Inc.
P.O. Box 5235
Wheaton, IL 60189 -5235
5% Bid Bond
Unique Plumbing Co., Inc.
9408 West 47th Street
Brookfield, IL 60513
10% Bid Bond
Item
No
Description
Unit
Quantity
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
PAVING AND STORM SEWER ITEMS
1
Earth Excavation
C.Y.
3900
24.00
93,600.00
26.50
103,350.00
22.00
85,800.00
30.00
117,000.00
2
Pavement Removal
S.Y.
4000
8.00
32,000.00
6.80
27,200.00
10.00
40,000.00
18.00
72,000.00
3
Driveway Pavement Removal
S.Y.
1500
6.00
9,000.00
6.00
9,000.00
6.00
9,000.00
8.00
12,000.00
4
Concrete Driveway Pavement Removal
S.Y.
150
10.00
1,500.00
10.00
1,500.00
7.00
1,050.00
9.00
1,350.00
5
Sidewalk Removal
S.F.
1200
1.00
1,200.00
1.10
1,320.00
1.00
1,200.00
1.50
1,800.00
6
Combination Curb and Gutter Removal
FOOT
110
10.00
1,100.00
9.60
1,056.00
4.00
440.00
7.00
770.00
7
Class 8 Patches, Type 2,6"
S.Y.
20
60.00
1,200.00
55.00
1,100.00
55.00
1,100.00
30.00
600.00
8
Class B Patches, Type 2, 10"
S.Y.
20
100.00
2,000.00
65.00
1,300.00
85.00
1,700.00
33.00
660.00
9
Structural Geogrid for Ground Stabilization
S.Y.
5600
3.00
16,800.00
1.65
9,240.00
2.00
11,200.00
6.00
33,600.00
10
Porous Granular Embankment, Subgrade (PGES)
C.Y.
1900
32.00
60,800.00
47.00
89,300.00
26.00
49,400.00
24.00
45,600.00
11
Aggregate Base Course, Type B,6"
S.Y.
1000
10.00
10,000.00
7.90
7,900.00
6.00
6,000.00
11.00
11,000.00
12
Subbase Granular Material, Type 8,2"
S.Y.
70
2.50
175.00
0.85
59.50
3.00
210.00
4.00
280.00
13
Subbase Granular Material, Type B, 4"
S.Y.
6874
3.50
24,059.00
2.50
17,185.00
- 4.00
27,496.00
6.00
41,244.00
14
Bituminous Materials (Prime Coat)
TON
0.28
400.00
112.00
280.00
78.40
1,000.00
280.00
210.00
58.80
15
Superpave Bituminous Aggregate Mixture, 6"
S.Y.
5661
13.00
73,593.00
11.50
65,101.50
13.00
73,593.00
13.80
78,121.80
16
Superpave Bituminous Aggregate Mixture, 10"
S.Y.
100
20..00
2,000.00
19.00
1,900.00
20.00
2,000.00
21.75
2,175.00
17
Bituminous Concrete Binder Course, Superpave,
Mixture 8, IL -19.0, N30, 1 -1/2"
TON
530
40.00
21,200.00
39.00
20,670.00
46.00
24,380.00
39.00
20,670.00
18
Bituminous Concrete Surface Course, Superpave,
Mixture C, IL -9.5, N30, 1 -112"
TON
530
42.00
22,260.00
43.00
22,790.00
50.00
26,500.00
42.90
22,737.00
19
Combination Concrete Curb and Gutter, Type B -6.12
FOOT
4230
14.00
59,220.00
10.00
42,300.00
11.00
46,530.00
15.00
83,450.00
20
Incidental Bituminous Surfacing (for Driveways), 2 1/2"
TON
180
75.00
11500.00
100.00
18,000.00
98.00
17,640.00
100.00
18,000.00
21
Portland Cement Concrete Driveway Pavement. 6"
S.Y.
70
45.00
3,150.00
25.00
1,750.00
30.00
2,100.00
3500
2,450.00
22
Portland Cement Concrete Sidewalk, 5"
S.F.
1200
3.50
4,200.00
2.60
3,120.00
3.00
3,600.00
3.00
3,600.00
23
Protective Coat (Special)
S.Y.
1150
5.00
5,750.00
1.05
1,207.50
1.00
1,150.00
1.50
1,725.00
24
Temporary Access (Private Entrance)
EACH
44
200.00
8,800.00
110.00
4,840.00
100.00
4,400.00
110.00
4,840.00
25
Manholes to be Adjusted
EACH
8
300.00
2,400.00
225.00
1,800.00
350.00
2,800.00
240.00
1,920.00
26
Valve Box to be Adjusted
EACH
2
150.00
300.00
200.00
400.00
55.00
110.00
150.00
300.00
27
Removing Inlets
EACH
2
500.00
1,000.00
125.00
250.00
80.00
160.00
200.00
400.00
28
Filter Fabric For Use With Riprap
S.Y.
9
15.00
135.00
6.50
58.50
10.00
90.00
30.00
270.00
29
Stone Riprap, Quality A, Gradation 1
TON
5
100.00
500.00
95.00
475.00
100.00
500.00
65.00
325.00
30
Precast Reinforced Concrete Flared End Sections, 24"
EACH
1
1,000.00
1,000.00
955.00
955.00
550.00
550.00
1,200.00
1,200.00
31
Grating For Concrete Flared End Section, 24"
EACH
1
1,500.00
1,500.00
425.00
425.00
250.00
250.00
500.00
500.00
32
Storm Sewers, Type 2, 24 ", Ductile Iron
FOOT
25
80.00
2,000.00
75.00
1,875.00
77.00
1,925.00
82.00
2,050.00
33
Storm Sewers, Type 1, 20 ", Ductile Iron
FOOT
85
75.00
6,375.00
58.00
4,930.00
59.00
5,015.00
68.00
5,780.00
34
Storm Sewers, Type 2, 20 ", Ductile Iron
FOOT
142
75.00
10,650.00
60.00
8,520.00
67.00
9,514.00
70.00
9,940.00
35
Storm Sewers, Class II, Type 2, 18 ", RCCP (0 -Ring)
FOOT
243
40.00
9,720.00
52.00
12,636.00
43.00
10,449.00
48.00
11,664.00
36
Storm Sewers, Type 2, 12 ", PVC (C -900)
FOOT
26
40.00
1,040.00
31.00
80600
39.00
1,014.00
38,00
988.00
37
Storm Sewers, Type 2, 15", PVC (SDR26)
FOOT
1157
50.00
57,850.00
46.00
53,222.00
42.00
48,594.00
45.00
52,065.00
Sub-Totals:
561,689.00
537,620.40
517,740.00
643,133.60
OWNER:
PROJECT DESCRIPTION:
BID OPENI
TABULATION OF BIDS
Village of Lemont
Fourth Street Paving:
Country Lane to McCarthy Road
RAornh 07 onno , 4A.An ..
Page 2 Of 3
PROJECT NO : 99279
Engineers
Estimate
annoa 1.I. rram
Paving Company, Inc.
500 East Frontage Road N
Bolingbrook, IL 60440
Mola Construction Co., Inc.
P.O. Box 5235
Wheaton, IL 60189-5235
Unique Plumbing Co., Inc.
9408 West 47th Street
Brookfield, IL 60513
5% Bid Bond
5% Bid Bond
10V. Bid Bond
Item
Unit
Unit
Unit
Unit
No
Description
Unit
Quantity
Price
Amount
Price
Amount
Price
Amount
Price
Amount
38
Storm Sewers, Type 2, 12 ", PVC (SDR26)
",
FOOT
368
40.00
14,720.00
32.00
11,776.00
35.00
12,880.00
44.00
16.192.00
39
Storm Sewers, Type 1, 8 PVC (SDR26)
",
FOOT
23
30.00
690.00
27.00
621.00
30.00
690.00
44.00
1,012.00
40
Storm Sewers, Type 2, 18 HDPE
FOOT
532
45.00
23,940.00
44.00
23,408.00
• 40.00
21,280.00
46.00
24,472.00
41
Pipe Underdrains, Type 1, 6", Perforated (ADS N -12),
FOOT
92
24.00
2,208.00
19.00
1,748.00
20.00
1,840.00
24.00
2,208.00
.
with Drain Guard
42
Storm Sewers, Class IV, T -2, 18", RCCP (0-Ring),
Jacked in Place
FOOT
100
200.00
20,000.00
280.00
28,000.00
200.00
20,000.00
350.00
35,000.00
43
Manholes, Type A. 4' Dia., Type 1 Frame,
Closed Lid
EACH
14
1,600.00
22,400.00
1.625.00
22,750.00
1,250.00
17,500.00
1,800.00
25,200.00
44
Manholes, Type A, 5' Dia., Type 1 Frame,
Closed Lid
EACH
1
2,100.00
2,100.00
2,400.00
2,400.00
2,200.00
2,200.00
3,000.00
3,000.00
45
Catch Basins, Type C, Type 8 Grate
EACH
5
800.00
4,000.00
740.00
3,700.00
825.00
4,125.00
1,050.00
5,250.00
46
Catch Basins, Type A, 4' Dia., with Neenah R -3281A
EACH
1
1,600.00
1,600.00
1,575.00
1,575.00
1,200.00
1,200.00
1,980.00
1.980.00
Frame and Grate
47
Catch Basins, Type A. 4'-Diameter, Type 1
EACH
1
1,600.00
1,600.00
1,520.00
1,520.00
1,150.00
1,150.00
1,900.00
1,900.00
Frame, Closed Lid
48
Catch Basins, Type C, with Neenah R -3281A
EACH
9
800.00
7,200.00
940.00
8,460.00
900.00
8,100.00
900.00
8,100.00
Frame and Grate
49
Inlets, Type A, with Neenah 3281 -AC Frame
EACH
2
800.00
1,600.00
650.00
1,300.00
750.00
1,500.00
950.00
1,900.00
& Vaned Grate
50
Inlets, Type A, with Neenah R -3281A Frame & Grate
EACH
2
800.00
1,600.00
650.00
1,300.00
700.00
1,400.00
800.00
1,600.00
51
Connection to Existing Manhole
EACH
1
500.00
500.00
420.00
420.00
650.00
650.00
1,200.00
1,200.00
52
Exploratory Excavation
C.Y.
6
60.00
360.00
42.00
252.00
100.00
600.00
40.00
240.00
53
Trench Backlit!, Compacted
C.Y.
1500
26.00
39,000.00
24.00
36,000.00
25.00
37,500.00
25.00
37,500.00
54
Fence Removal and Replacement
FOOT
120
10.00
1,200.00
37.30
4,476.00
15.00
1,800.00
26.00
3,120.00
55
Mailboxes to be Removed and Reset
EACH
37
200.00
7,400.00
100.00
3,700.00
50.00
1,850.00
150.00
5,550.00
56
Relocate Sign Panel Assembly - Type A
EACH
3
250.00
750.00
130.00
390.00
100.00
300.00
120.00
360.00
57
Sign Panel - Type 1
S.F.
7
15.00
105.00
21.00
147.00
20.00
140.00
200.00
1.400.00
58
Metal Post - Type B
FOOT
30
6.00
180.00
9.35
280.50
10.00
300.00
200.00
6,000.00
59
Tree Removal (610 15 Units Diameter)
UNIT
90
12.00
1,080.00
12.50
1,125.00
15.00
1,350.00
20.00
1,800.00
60
Thermoplastic Pavement Marking - Line 24"
FOOT
15
40.00
600.00
66.00
990.00
30.00
450.00
100.00
1,500.00
Sub -Total
716,522.00
693,958.90
656,545.00
829,617.60
WATER MAIN ITEMS
61
Water Main in Trench, Ductile Iron, 10"
FOOT
401
35.00
14,035.00
37.50
15,037.50
43.00
17,243.00
38.00
15,238.00
62
Water Main in Trench, Ductile Iron, 12"
FOOT
1408
40.00
56,320.00
41.00
57,728.00
45.00
63,360.00
40.00
56,320.00
63
Water Main in Encasing Pipe. Ductile Iron, 12"
FOOT
65
62.00
4,030.00
47.00
3,055.00
50.00
3,250.00
48.00
3,120.00
64
Water Main Augered in Place, Ductile Iron, 12"
FOOT
40
88.00
3,520.00
95.00
3,800.00
75.00
3,000.00
110.00
4,400.00
65
Polyethylene Encasement
FOOT
1874
1.10
2,061.40
1.05
1,967.70
1.00
1,874.00
1.00
1,874.00
66
Steel Encasing Pipe in Trench. 20" X 3/8"
FOOT
30
70.00
2,100.00
63.00
1,890.00
65.00
1,950.00
60.00
1,800.00
67
Steel Encasing Pipe, Jacked in Place, 20" X 3/8"
FOOT
45
250.00
11,250.00
210.00
9,450.00
250.00
11,250.00
220.00
9,900.00
68
Pipe Fittings (Mechanical Joints). Ductile Iron
LBS.
4000
3.00
12,000.00
3.20
12,800.00
4.00
16,000.00
2.60
10,400.00
69
Connection to Existing Water Main
EACH
2
1,000.00
2,000.00
2,100.00
4,200.00
1,500.00
3,000.00
3,000.00
6,000.00
Sub-Totals:
823,838.40
803,887.10
777,472.00
938,669.60
OWNER:
PROJECT DESCRIPTION:
•
TABULATION OF BIDS
Village of Lemont
Fourth Street Paving:
Country Lane to McCarthy Road
•
Page 3 Of 3
PROJECT NO : 99279
James D. Fiala
Engineers
Estimate
Paving Company, Inc.
500 East Frontage Road N
Bolingbrook, IL 60440
5% Bid Bond
Mola Construction Co., Inc.
P.O. Box 5235
Wheaton, IL 60189 -5235
5% Bid Bond
Unique Plumbing Co., Inc.
9408 West 47th Street
Brookfield, IL 60513
10% Bid Bond
Item
No
Description
Unit
Quantity
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
70
Pressure Connections, 12" X 12"
EACH
1
3,600.00
3,600.00
3,450.00
3,450.00
3.400.00
3,400.00
4,500.00
4,500.00
71
Gate Valves, 10"
EACH
5
900.00
4,500.00
1,160.00
5,800.00
900.00
4,500.00
940.00
4,700.00
72
Gale Valves, 12"
EACH
3
1,100.00
3,300.00
1,370.00
4,110.00
1,200.00
3,600.00
1,100.00
3,300.00
73
Valve Box, Cast Iron, 6"
EACH
5
• 160.00
800.00
130.00
650.00
180.00
900.00
125.00
625.00
74
Valve Vaults, Type A, 5' Dia.
EACH
5
1,500.00
7,500.00
1,680.00
8,400.00
• 1,800.00
9,000.00
1,500.00
7,500.00
75
Fire Hydrants
EACH
8
1,800.00
14,400.00
2,250.00
18,000.00
2,300.00
18,400.00
2,100.00
16,800.00
76
Water Service Connection, Near Side, 1 1/2"
EACH
24
600.00
14,400.00
735.00
17,640.00
700.00
16,800.00
1,100.00
26,400.00
77
Water Service Connection, Far Side, 1 1/2"
EACH
21
1,200.00
25,200.00
1,365.00
28,665.00
1,200.00
25,200.00
1,800.00
37,800.00
78
Selected Granular Backfill, Compacted
C.Y.
700
26.00
18,200.00
24.00
16,800.00
25.00
17,500.00
24.00
16,800.00
79
Fire Hydrants to be Moved
EACH
1
1,000.00
1,000.00
1,925.00
1,925.00
1,550.00
1,550.00
6,800.00
6,800.00
Sub•Total
200,216.40
215,368.20
221,777.00
234,277.00
UTILITY BURIAL ITEMS
80
Conduit In Trench, 3" Dia., PVC
FOOT
2800
8.00
22,400.00
4.00
11,200.00
9.00
25,200.00
8.50
23,800.00
81
Conduit In Trench, 2" Dia., PVC
FOOT
2800
6.00
16,800.00
2.30
6,440.00
7.00
19,600.00
7.10
19,880.00
82
Trench And Backfill For Electrical Work
FOOT
2800
. 3.50
9,800.00
6.25
17,500.00
6.00
16,800.00
5,60
15,680;00
83
Conduit Bend in Trench, 3' Dia., Galvanized Steel
EACH
50
100.00
5,000.00
21.00
1,050.00
130.00
6.500.00
130.00
6,500.00
84
Conduit Bend in Trench, 2" Dia., PVC
EACH
50
50.00
2,500.00
8.50
425.00
105.00
5,250.00
108.00
5,400.00
85
Underground Service Connection
EACH
25
500.00
12,500.00
935.00
23,375.00
620.00
15.500.00
635.00
15,875.00
86
Electric Cable in Unit Duct, 600 Volt, 3 -92, 1 /C,
(XLP Type USE), 1 -1/4" Poly Duct
FOOT
2200
Deleted
Deleted
Deleted
Deleted
87
Sand Backfill
C.Y.
200
20.00
Sub -Total
4,000.00
37.00
7,400.00
20.00
4.000.00
30.00
6,000.00
73,000.00
67,390.00
92,850.00
93,135.00
GENERAL ITEMS
2,500.00
88
Tree Root Pruning
FOOT
250
10.00
2,500.00
3.65
912.50
3.00
750.00
1090
12.00
2,400.00
89
Temporary Bituminous Surfacing, 1 1/2"
S.Y.
200
15.00
3,000.00
4.00
800.00
6.00
1,200.00
1.90
13,300.00
90
Furnishing and Placing Topsoil, 4"
S.Y.
7000
2.00
14,000.00
1.55
10,850.00
2.00
14,000.00
91
Seeding, Class 1
ACRE
0.4
4,500.00
1,800.00
2,255.00
902.00
10,000.00
4,000.00
2,500.00
1.00
1,000.00
1,800.00
92
Erosion Control Blanket
S.Y.
1800
3.00
5,400.00
0.90
1,620.00
2.00
3,600.00
3.00
600.00
93
Perimeter Erosion Barrier
FOOT
200
3.50
700.00
2.70
540.00
4.00
800.00
4.00
2,000.00
94
Temporary Fence
FOOT
500
3.50
1,750.00
2.10
1,050.00
2.00
1,000.00
3.40
22,100.00
95
Sodding
S.Y.
6500
4.00
26,000.00
2.50
16,250.00
3.00
19,500.00
96
Supplemental Watering
UNIT
300
20.00
6,000.00
1.05
315.00
1.00
300.00
5.00
38,000.00
1,500.00
38,000.00
97
Traffic Control and Protection
L.S.
1
5,000.00
5,000.00
37,000.00
37,000.00
55,000.00
55,000.00
16,500.00
16,500.00
98
Construction Layout
L.S.
1
20,000.00
20,000.00
14,000.00
14,000.00
7,000.00
7,000.00
2,000.00
2,000.00
99
Record Drawings
L.S.
1
1,500.00
1,500.00
1,000.00
1,000.00
1,500.00
1,500.00
14,000.00
14,000.00
100
Insurance Provisions
L.S.
1
3,000.00
3,000.00
4,220.00
4,220.00
5,000.00
5,000.00
600.00
3,600.00
101
Trees, Fraxinus Pennsylvanica Patmore ( Patmore
EACH
6
400.00
2,400.00
570.00
3,420.00
450.00
2,700.00
Green Ash). 4" Caliper. Balled & Burlapped
Sub•Total
93,050.00
92,879.50
116,350.00
121,300.00
Totals:
1,082,788.40
1,069,596.60
1,087,522.00
1,278,429.60
Bid Error Corrections:
1,278.329.60
TOTALS:
Corrected Totals - - -
1,069,596.60
1,087,522.00
1,278,329.60
195,541.20
Over / Under • • • •
- 13,191.80
-1.22 %
4,733.60
0.44 %
18.06
Percent - - • -