R-14-02 02/25/02RESOLUTION (R • 0--
RESOLUTION AUTHORIZING CONTRACT CHANGE ORDER FOR
CONSTRUCTION SERVICES RENDERED IN CONJUNCTION WITH THE
2000 ROAD RESURFACING PROGRAM, PHASE II
WHEREAS, the Village of Lemont has previously awarded a construction contract to
K -Five Construction Corporation for the 2000 Road Resurfacing Program, Phase II; and
WHEREAS, the Village of Lemont has determined that certain changes to the contract
totaling $53,064.15 are necessary to satisfactorily complete the construction project; and
WHEREAS, the contract changes are a result of final quantities as measured in place and
changes that were not originally contemplated at the time the contract was awarded.
NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the
Contract Change Order with K -Five Construction Corporation in the amount of $53,064.15 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 25th day of February , 2002.
AYES
John Benik
Debby Blatzer
Peter Cowles
Connie Markiewicz
Steven Rosendahl
Jeanette Virgilio
NAYS PASSED ABSENT
V
v
1_1 & /612114-°'`
CHARLENE SMOLLEN, Village Clerk
Approved by me this 25th day of February , 2002.
Attest:
HARLENE SMOLLEN, Village Clerk
PIAZZA, Village Presi
ate,
Approved as to form:
JOHN ANTONOPOULOS, Village Attorney
Date: February 15, 2002 County
Request for Approval
of Change in Plans
Page 1 of 5
COOK, DUPAGE & WILL
Contractor: K -Five Construction Corp. Road District or Municipality VILLAGE OF LEMONT
13769 Main Street
Lemont, IL 60439 Section
Project Description: Year 2000 Road Program & Water Main Request No. 2 & FINAL
Replacement
I recommend that an addition be made to the above contract.
Between Station N/A
and Station N/A a net length of N/A
(Do not fill in unless a change in length is involved.)
The estimated quantities are shown below and the Contract agrees to furnish the materials and do the work at the Contract
unit prices. Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
PAVING & STORM SEWER ITEMS:
84 88 8 80888 IN,, 8 * 88 888 888 88 08880 88.888 8488888.8
NN N o7 O O— o LO a 4 V V go N^ 7 ,4 N N g N 7 g N M g M (i s
0 f7 N
1
Bituminous Surface Removal, 1 -1/4" Avg.
S.Y.
3400
6,800.00
192
3208
384.00
2
Bituminous Surface Removal (Over Concrete
S.Y.
16464
37,044.00
1755
18219
3,948.75
Pavement), Variable Depth
3
Bituminous Surface Removal, 4" Avg.
S.Y.
1606
4,015.00
954
652
2,385.00
4
Bituminous Surface Removal- Variable Depth
S.Y.
541
4,328.00
541
4,328.00
(for Driveways)
5
Concrete Alley Pavement Removal
S.Y.
315
3,150.00
150
165
1,500.00
6
Driveway Pavement Removal
S.Y.
348
3,480.00
4
352
40.00
7
Sidewalk Removal
S.F.
3765
3,765.00
1827
5592
1,827.00
8
Combination Curb and Gutter Removal
FOOT
4002
20,010.00
5685
9687
28,425.00
9
Class D Patches, Type II, 12'
S.Y.
50
3,250.00
50
3,250.00
10
Class D Patches, Type II, 6"
S.Y.
1014
34,476.00
498
516
16,932.00
11
Fiberglass Fabric Repair System
S.Y.
600
10,650.00
600
10,650.00
12
Area Reflective Crack Control Treatment, System A
S.Y.
27100
27,100.00
984
26116
984.00
13
Aggregate Shoulders, Type B
TON
40
1,117.60
25
15
698.50
14
Subbase Granular Material, Type B, 4"
S.Y.
294
3,234.00
294
32334.00
15
Bituminous Materials (Prime Coat)
TON
42.2
42.20
27.2
15
27.20
16
Leveling Binder (Machine Method), Mixture C, Type 2
TON
1494
64,242.00
97
1397
4,171.00
17
Bituminous Concrete Binder Course, Mixture C, Type 2
TON
192
8,256.00
192
8,256.00
18
Bituminous Concrete Surface Course, Mixture C,
Class I, Type 3
TON
2725
119,900.00
343
2382
15,092.00
19
Mixture For Joints, Cracks & Flangeways
TON
14
3,500.00
14
3,500.00
20
Temporary Ramp
S.Y.
550
3,300.00
550
3,300.00
21
Incidental Bituminous Surfacing, Modified Mix
TON
150
18,750.00
75
225
9,375.00
22
Aggregate (Prime Coat)
TON
44
44.00
40
4
40.00
23
Combination Concrete Curb and Gutter, Type B-6.12
FOOT
588
8,232.00
216
804
3,024.00
24
Combination Concrete Curb and Gutter, Type M -3.18
FOOT
120
1,800.00
742
862
11,130.00
25
Combination Concrete Curb and Gutter, Type B -6.18
FOOT
1922
30,752.00
5781
7703
92,496.00
26
Shotcrete Curb & Gutter Repairs
FOOT
120
2,520.00
120
2,520.00
27
Shotcrete Curb Repairs
FOOT
1000
21,000.00
1000
21.000.00
28
Porous Granular Embankment, Subgrade
C.Y.
60
3,900.00
60
3,900.00
29
Trench Backfill, Compacted
C.Y.
277
5,540.00
277
5,540.00
30
P.C. Concrete Pavement, 8'
S.Y.
186
7,440.00
22
164
880.00
31
P.C. Concrete Driveway Pavement, 7'
S.Y.
254
8,890.00
86
340
3,010.00
32
P.C. Concrete Sidewalk, 5'
S.F.
3775
10,381.25
1672
5447
4,598.00
33
Storm Sewer, Type 2, PVC (C -900), 8'
FOOT
60
1,920.00
193
253
6,176.00
34
Storm Sewer, Type 2, PVC (C -900), 10"
FOOT
280
9,520.00
29
309
986.00
35
Storm Sewer, Type 2, PVC (C -900), 12'
FOOT
100
3,700.00
100
3,700.00
36
Stomr Sewer, Type 2, RCCP, 15' (0-Ring)
FOOT
100
3,800.00
8
108
304.00
37
Storm Sewer, Type 2, RCCP, 12" (0-Ring)
FOOT
113
$ 4,068.00
47
160
1,692.00
SUB - TOTALS (PAGE 1) $ 503,917.05
$ 167,031.75
$ 116,271.70
Request for Approval
of Change in Plans
Page 2 of 5
Date: February 15, 2002 County COOK, DUPAGE & WILL
Contractor: K -Five Construction Corp. Road District or Municipality VILLAGE OF LEMONT
13769 Main Street
Lemont, IL 60439 Section
Project Description: Year 2000 Road Program & Water Main Request No. 2 & FINAL
Replacement
recommend that an addition be made to the above contract.
Between Station N/A
and Station N/A a net length of N/A
(Do not fill in unless a change in length is involved.)
The estimated quantities are shown below and the Contract agrees to furnish the materials and do the work at the Contract
unit prices. Shown station location for major items.
Item
No
Awarded
Deductions
Description
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
BALANCE BROUGHT FORWARD FROM PAGE 1
167,031.75
116,271.70
38
Pipe Underdrains, Type 1, Perforated PVC, 4' Dia.
FOOT
120
1,800.00
120
15.00
1,800.00
39
Catch Basins, Type A, 4' Dia., with Half Trap
EACH
3
4,950.00
2
1
1,650.00
3,300.00
40
Catch Basins, Type C, with Half Trap
EACH
39
39,000.00
4
43
1,000.00
4,000.00
41
Manholes, Type A, 4' Dia., with Type 1 Frame
EACH
2
3,500.00
2
1,750.00
3,500.00
& Closed LId
42
Cleaning Existing Catch Basins and Manholes
EACH
60
9,000.00
56
4
150.00
8,400.00
43
Catch Basins To Be Reconstructed
EACH
12
9,600.00
5
17
800.00
4,000.00
44
Manholes To Be Reconstructed
EACH
3
2,400.00
3
800.00
45
Valve Box To Be Adjusted
EACH
10
2,000.00
7
3
200.00
1,400.00
46
Valve Box To Be Removed
EACH
8
600.00
4
4
75.00
300.00
47
Grates (Special)
EACH
3
645.00
3
215.00
645.00
48
Frames and Grates (Special)
EACH
3
1,275.00
2
1
425.00
850.00
49
Remove Existing Catch Basin
EACH
18
5,760.00
18
320.00
50
Remove Existing Valve Vault
EACH
1
320.00
1
2
320.00
320.00
51
Frames and Lids To Be Adjusted (Special)
EACH
51
17,850.00
8
59
350.00
2,800.00
52
Catch Basins To Be Adjusted
EACH
22
4,730.00
14
8
215.00
3,010.00
53
Thermoplastic Pavement Marking - Letters & Symbols
S.F.
303
757.50
149
154
2.50
- 372.50
54
Thermoplastic Pavement Marking - Line 4'
FOOT
288
144.00
14375
14663
0.50
7,187.50
55
Thermoplastic Pavement Marking - Line 6'
FOOT
2000
1,400.00
478
1522
0.70
334.60
56
Thermoplastic Pavement Marking - Line 12'
FOOT
450
540.00
353
803
1.20
423.60
57
Thermoplastic Pavement Marking - Line 24'
FOOT
630
1,575.00
11
619
2.50
27.50
160.00
58
Sign Panel, Type A
S.F.
24
384.00
10
14
16.00
450.00
59
Sign Post, Type B
FOOT
117
1,170.00
45
72
10.00
SUB -TOTAL For Paving & Storm Sewer Items
613,317.55
WATER MAIN ITEMS:
60
DELETED
61
Water Main In Trench, Ductile Iron, 6'
FOOT
67
3,752.00
97
164
56.00
5,432.00
62
Water Main In Trench, Ductile Iron, 8'
FOOT
3829
160,818.00
430
4259
42.00
18,060.00
4,515.00
63
Water Main In Encasing Pipe, Ductile Iron, 8'
FOOT
654
22,890.00
129
525
35.00
64
DELETED
65
Polyethylene Encasement
FOOT
4505
4,955.50
132
4637
1.10
145.20
66
Encasing Pipe In Trench, PVC (C-900), 12'
FOOT
714
22,848.00
92
622
32.00
2,944.00
9,580.00
67
Encasing Pipe In Trench, PVC (Schedule 40), 2'
FOOT
923
18,460.00
479
444
20.00
6,137.60
68
Pipe Fittings (Mechanical Joints), Ductile Iron
LBS.
8511
27,235.20
1918
6593
3.20
45,085.00
69
Concrete Pavement Removal and
S.Y.
3443
122,226.50
1270
2173
35.50
Bituminous Replacement 6"
70
Connection to Existing Water Main, 4"
EACH
2
3,120.00
3
5
1,560.00
4,680.00
1,750.00
71
Connection to Existing Water Main, 6'
EACH
3
5,250.00
1
2
1,750.00
SUB - TOTALS (PAGE 1 -2) $ 1,004,872.75 Totals:
$214,080.05
$210,832.90
Net Change:
$ 3,247.15
$ -
Request for Approval
of Change in Plans
Page 4 of 5
Date: February 15, 2002 County COOK, DUPAGE & WILL
Contractor: K -Five Construction Corp. Road District or Municipality VILLAGE OF LEMONT
13769 Main Street
Lemont, IL 60439 Section
Project Description: Year 2000 Road Program & Water Main Request No. 2 & FINAL
Replacement
recommend that an addition be made to the above contract.
Between Station N/A
and Station N/A a net length of N/A
(Do not fill in unless a change in length is involved.)
The estimated quantities are shown below and the Contract agrees to furnish the materials and do the work at the Contract
unit prices. Shown station location for major items.
Item
No
Description
Awarded
Deductions
Unit
Quantity
Amount
Over
Under
Quantity
Unit Price
Additions
BALANCE BROUGHT FORWARD FROM PAGE 3
287,555.05
257,555.90
105
Construction Layout
LS.
0.6
27,600.00
0.6
46000.00
106
Record Drawings
LS.
0.6
2,505.00
0.6
4175.00
2505.00
107
Exploratory Excavation
C.Y.
210
6,300.00
75
285
30.00
2250.00
108
Engineer's Feld Office, Type A
CALMO
9
18,000.00
7
2
2000.00
14000.00
109
Fumishing and Placing Topsoil, 4'
S.Y.
2967
5,934.00
4236
7203
2.00
8472.00
110
Sodding
S.Y.
2967
8,901.00
4236
7203
3.00
12708.00
111
Supplemental Watering
UNIT
60
600.00
60
10.00
600.00
"'APPROVED ADDITIONAL ITEMS"'
Water Main In Trench, Ductile Iron, 4°
FOOT
110
110
55.00
6050.00
Gate Valves, 4"
EACH
4
4
745.00
2980.00
Shewer Tap, 8" x 6"
3
3
770.00
2310.00
Sanitary Sewer In Trench, PVC (SDR 26), 6'
FOOT
150
150
36.00
5400.00
1,554,183.75 Totals:
$327,725.05
5274,660.90
Total net addition to date 53,064.15 which is 3.41% of Contract price. Net Change:
$ 53,064.15
5 -
Page 5 of 5
State fully the nature and reason for the change:
Adjustment for as- constructed quantities in comparison to Plan quantities.
When the net increase or decrease in the cost of the contract is $10,000 or more or the time of completion is
increased or decreased by 30 days or more, one of the following statements shall be checked.
XX The undersigned determine that the circumstances which necessitate this change
were not reasonably foreseeable at the time the contract was signed.
The undersigned determine that the circumstances which necessitate this change
were not within the contemplation of the contract as signed.
The undersigned determine that this change is in the best interest of the local
agency and is authorized by law.
Dated:
Title of Municipal Officer
a.