R-17-02 03/11/021
RESOLUTION p_
RESOLUTION AUTHORIZING CONTRACT CHANGE ORDER FOR
CONSTRUCTION SERVICES RENDERED IN CONJUNCTION WITH THE
2000 ROAD RESURFACING PROGRAM, PHASE III
WHEREAS, the Village of Lemont has previously awarded a construction contract to
Unique Plumbing Co., Inc. for the 2000 Road Resurfacing Program, Phase III; and
WHEREAS, the Village of Lemont has determined that certain changes to the contract
totaling a negative ($81,468.42) 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 Unique Plumbing Co., Inc in the negative amount of
($81,468.42) 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 Y lth day of March , 2002.
John Benik
Debby Blatzer
Peter Coules
Connie Markiewicz
Steven Rosendahl
Jeanette Virgilio
AYES
v
2
NAYS PASSED ABSENT
CHARLENE SMOLLEN, Village Clerk
Approved by me this llth day of March , 2002.
Attest:
. PIAZZA,
illage
ENE SMOL
Village C k
Approved as to for
HN ANTONOPO
Village Attorney
dent
PAYMENT ESTIMATE
OWNER: Village of Lemont
PROJECT DESCRIPTION: Year 2000 Road Program & Water Main Replacement - Phase III
PAYMENT TO:
ESTIMATE NO.:
Unique Plumbing Co., Inc., 9408 W. 47th Street, Brookfield, IL 60513
5 & Final
Page 1 Of 3
PROJECT NO : 01053
FROM: November 20, 2001 TO: February 26, 2002
Item
No
Description
Awarded
Approved-For Payment
Unit Quantity
Amount
Over
Under
Quantity
Unit Price
Amount
1
Bituminous Surface Removal, 1 -1/4" Avg.
S.Y. 2300
$ 5,290.00
647
2947
$ 2.30
$ 6,778.10
2
Bituminous Surface Removal (Over Concrete
S.Y. 8040
23,316.00
4025
4015
2.90
11,643.50
Pavement), Variable Depth
3
Bituminous Surface Removal, Butt Joint
S.Y. 310
3,208.50
22
332
10.35
3,436.20
4
Bituminous Surface Removal- Variable Depth
S.Y. 340
2,737.00
64
276
8.05
2,221.80
(for Driveways) /Alley Chestnut to Walnut
5
Concrete Alley Pavement Removal
S.Y. 20
220.00
20
11.00
6
Driveway Pavement Removal
S.Y. 250
2,587.50
2
252
10.35
2,608.20
7
Sidewalk Removal
S.F. 3125
2,968.75
546
2579
0.95
2,450.05
8
Combination Curb and Gutter Removal
FOOT 1600
8,000.00
1199
2799
5.00
13,995.00
9
Class D Patches, Type 11, 6"
S.Y. 800
26,400.00
1760
2560
33.00
84,480.00
10
Fiberglass Fabric Repair System
S.Y. 500
10,350.00
500
20.70
11
Area Reflective Crack Control Treatment, System A
S.Y. 11960
9,568.00
542
11418
0.80
9 ;134.40
12
Aggregate Shoulders, Type B
TON 100
2,100.00
20
80
21.00
1,680.00
13
Bituminous Materials (Prime Coat)
TON 14.7
3,822.00
8.9
5.8
260.00
1,508.00
14
Leveling Binder (Machine Method), Mixture C, Type 2
TON 655
30,916.00
59
596
47.20
28,131.20
15
Bituminous Concrete Surface Course, Mixture C,
Class 1, Type 3
TON 1395
64,588.50
98
1297
46.30
60,051.10
16
Mixture For Joints, Cracks & Flangeways
TON 30
4,200.00
30
140.00
17
Temporary Ramp
S.Y. 140
2,520.00
12
152
18.00
2,736.00
18
Incidental Bituminous Surfacing, Modified Mix
TON 170
20,400.00
95
75
120.00
9,000.00
19
Aggregate (Prime Coat)
TON 22
330.00
22
15.00
20
Combination Concrete Curb and Gutter, Type M -4.12
FOOT 200
3,500.00
200
17.50
21
Combination Concrete Curb and Gutter, Type M -4.18
FOOT 50
875.00
223
273
17.50
4,777.50
22
Combination Concrete Curb and Gutter, Type B -6.12
FOOT 500
8,550.00
1389
1889
17.10
32,301.90
23
Combination Concrete Curb and Gutter, Type B -6.18
FOOT 950
19,475.00
313
637
20.50
13,058.50
24
Shotcrete Curb & Gutter Repairs
FOOT 500
11,000.00
500
22.00
25
Shotcrete Curb Repairs
FOOT 500
11,000.00
500
22.00
26
Porous Granular Embankment, Subgrade
C.Y. 150
4,200.00
30
120
28.00
3,360.00
27
Trench Backfill, Compacted
C.Y. 277
6,648.00
56
221
24.00
5,304.00
28
P.C. Concrete Pavement, 8"
S.Y. 45
1,890.00
45
42.00
29
P.C. Concrete Driveway Pavement, 8"
S.Y. 250
9,000.00
2
252
36.00
9,072.00
30
P.C. Concrete Sidewalk, 5"
S.F. 1625
5,200.00
954
2579
3.20
8,252.80
31
Storm Sewers, Type 2, PVC (C -900), 8"
FOOT 100
4,000.00
52
48
40.00
1,920.00
32
Storm Sewers, Type 2, PVC (C -900), 10"
FOOT 210
9,240.00
74
136
44.00
5,984.00
33
Storm Sewers, Type 2, PVC (C -900), 12"
FOOT 240
10,800.00
39
201
45.00
9,045.00
34
Storm Sewers, Type 2, RCCP, 15" (0 -Ring)
FOOT 60
2,760.00
31
29
46.00
1,334.00
35
Storm Sewers, Type 2, RCCP, 12" (0 -Ring)
FOOT 100
4,500.00
100
45.00
36
Pipe Underdrains, Type 1, Perforated PVC, 4" Dia.
FOOT 632
12,640.00
102
530
20.00
10,600.00
SUB-TOTAL $ 348,800.25 $ 344,863.25
PAYMENT ESTIMATE
OWNER: Village of Lemont
PROJECT DESCRIPTION: Year 2000 Road Program & Water Main Replacement - Phase III
PAYMENT TO:
ESTIMATE NO.:
Unique Plumbing Co., Inc., 9408 W. 47th Street, Brookfield, IL 60513
5 & Final
Page 2 Of 3
PROJECT NO : 01053
FROM: November 20, 2001 TO: February 26, 2002
Item
No
Description
Awarded
Approved For Payment
Unit Quantity
Amount
Over
Under
Quantity
Unit Price
Amount
37
Manholes, Type A, 4' Dia., With Type 1
EACH 1
$ 2,300.00
3
4
$ 2,300.00
$ 9,200.00
Frame & Closed Lid
38
Catch Basins, Type A, 4' Dia., with Half Trap
EACH 2
3,800.00
2
1,900.00
39
Catch Basins, Type C, with Half Trap
EACH 19
19,000.00
5
14
1,000.00
14,000.00
40
Cleaning Existing Catch Basins and Manholes
EACH 30
3,750.00
1
31
125.00
3,875.00
41
Catch Basins To Be Reconstructed
EACH 10
8,750.00
10
875.00
42
Manholes To Be Reconstructed
EACH 4
3,500.00
4
875.00
43
Valve Box To Be Adjusted
EACH 5
750.00
5
150.00
750.00
44
Frames & Grates, Neenah R- 3281 -A
EACH 6
2,520.00
1
7
420.00
2,940.00
45
Fill Existing Valve Vault
EACH 3
450.00
3
150.00
450.00
46
Remove Existing Catch Basin
EACH 16
6,400.00
16
400.00
6,400.00
47
Frames and Lids To Be Adjusted (Special)
EACH 30
10,800.00
16
14
360.00
5,040.00
48
Catch Basins To Be Adjusted
EACH 9
2,025.00
5
4
225.00
900.00
49
Thermoplastic Pavement Marking - Letters & Symbols
S.F. 100
320.00
100
3.20
50
Thermoplastic Pavement Marking - Line 4"
FOOT 200
230.00
200
1.15
51
Thermoplastic Pavement Marking - Line 6"
FOOT 200
330.00
16
184
1.65
303.60
52
Thermoplastic Pavement Marking - Line 12"
FOOT 200
440.00
220
420
2.20
924.00
53
Thermoplastic Pavement Marking - Line 24"
FOOT 224
772.80
91
133
3.45
458.85
54
Sign Panel, Type A
S.F. 17
850.00
15
2
50.00
100.00
55
Metal Post - Type B
FOOT 84
840.00
74
10
10.00
100.00
56
Concrete Step Removal and Replacement
EACH 10
5,000.00
15
25
500.00
12,500.00
57
Galvanized Steel Handrail
FOOT 40
2,200.00
40
55.00
58
Construction Layout
L.S. 1
50,000.00
1
50,000.00
50,000.00
59
Record Drawings
L.S. 1
4,000.00
1
4,000.00
4,000.00
60
Exploratory Excavation
C.Y. 135
3,375.00
85
50
25.00
1,250.00
61
Furnishing and Placing Topsoil, 4"
S.Y. 2340
3,861.00
2148
4488
1.65
7,405.20
62
Sodding
S.Y. 2340
7,020.00
2148
4488
3.00
13,464.00
63
Supplemental Watering
UNIT 100
5,000.00
100
50.00
64
Water Main In Trench, Ductile Iron, 6"
FOOT 40
2,400.00
41
81
60.00
4,860.00
65
Water Main In Trench, Ductile Iron, 8"
FOOT 3536
120,224.00
208
3744
34.00
127,296.00
66
Water Main In Encasing Pipe, Ductile Iron, 8"
FOOT 750
28,500.00
410
340
38.00
12,920.00
67
Water Main Augered In Place, Ductile Iron, 8"
FOOT 190
13,300.00
190
70.00
68
Polyethylene Encasement
FOOT 4376
4,376.00
276
4100
1.00
4,100.00
69
Encasing Pipe In Trench, PVC SDR 26
FOOT 730
29,200.00
390
340
40.00
13,600.00
(ASTM D- 2241), 12"
70
Encasing Pipe In Trench, PVC (Schedule 40), 2"
FOOT 830
19,920.00
534
296
24.00
7,104.00
71
Pipe Fittings (Mechanical Joints), Ductile Iron
LBS. 9500
21,375.00
5752
3748
2.25
8,433.00
72
Concrete Pavement Removal and
S.Y. 2950
35,400.00
1181
1769
12.00
21,228.00
Bituminous Replacement, 6"
SUB-TOTAL $ 771,779.05 $ 678,464.90
PAYMENT ESTIMATE
OWNER: Village of Lemont
PROJECT DESCRIPTION: Year 2000 Road Program & Water Main Replacement - Phase III
PAYMENT TO:
ESTIMATE NO.:
Unique Plumbing Co., Inc., 9408 W. 47th Street, Brookfield, IL 60513
5 & Final
Page 3 Of 3
PROJECT NO : 01053
FROM: November 20, 2001 TO: February 26, 2002
Item
No
Description
Awarded
Approved For Payment
Unit Quantity
Amount
Over
Under
Quantity
Unit Price
Amount
73
Pavement Removal & Bituminous Replacement, 3"
S.Y. . 450
$ 10,800.00
450
$ 24.00
74
Connection to Existing Water Main, 8"
EACH : 1
1,800.00
1
1,800.00
1,800.00
75
Disconnect and Cap Existing Water Main, 4"
EACH 9
10,800.00
3
6
1,200.00
7,200.00
76
Disconnect and Cap Existing Water Main, 8"
EACH 1
1,200.00
1
2
1,200.00
2,400.00
77
Pressure Connections, 4" x 4"
EACH 2
5,600.00
2
2,800.00
78
Pressure Connections, 6" x 6"
EACH 1
2,900.00
1
2,900.00
2,900.00
79
Pressure Connections. 8" x 8"
EACH 3
9,000.00
3
3,000.00
9,000.00
80
Fire Hydrants
EACH 17
35,700.00
2
15
2,100.00
31,500.00
81
Gate Valves, 8"
EACH 14
11,900.00
14
850.00
11,900.00
82
Valve Vaults, Type A, 5' Dia.
EACH 4
5,600.00
6
10
1,400.00
14,000.00
83
Valve Box, Cast Iron, 6"
EACH 17
2,040.00
11
6
120.00
720.00
84
Water Service Reconnection, Near Side, 1"
EACH 44
26,400.00
12
32
600.00
19,200.00
85
Water Service Reconnection, Far Side, 1"
EACH 38
26,600.00
2
36
700.00
25,200.00
86
Water Service Reconnection, Near Side, 1"
EACH 3
2,850.00
3
950.00
(To Existing Buffalo Box)
87
Selected Granular Backfill, Compacted (Water Main)
C.Y. 3390
74,580.00
549
2841
22.00
62,502.00
88
Remove Existing Fire Hydrants
EACH 10
3,000.00
10
300.00
3,000.00
89
Remove Existing Valve Box
EACH 9
1,080.00
9
120.00
1,080.00
90
Root Pruning
FOOT 200
5,000.00
200
25.00
***APPROVED EXTRA ITEMS "'
Fill Curb Gap w/ P.C. Concrete
FOOT
285
285
3.00
855.00
Barrier Curb, 6" x 8"
FOOT
9
9
9.00
81.00
Storm Sewer, PVC, C -900, 6"
FOOT
45
45
42.00
1,890.00
Ductile Iron Sanitary Sewer, 6"
FOOT
27
27
45.00
1,215.00
Filling Catch Basins
EACH
6
6
250.00
1,500.00
Disconnect and Cap Existing Water Main, 6"
EACH
1
1
1,200.00
1,200.00
Water Service Reconnection, Near Side, 2"
EACH
3
3
1,200.00
3,600.00
Water Service Reconnection, Far Side, 2"
EACH
3
3
2,800.00
8,400.00
Encasing Pipe in Trench, PVC, 3"
FOOT
20
20
30.00
600.00
Ductile Iron for Sanitary, 8"
FOOT
20
20
48.00
960.00
Water Service Reconnection, Far Side, 1 -1/2"
EACH
2
2
1,200.00
2,400.00
Water Service Reconnection, Near Side, 1 -1/2"
EACH .
1
1
2,200.00
2,200.00
Water Main In Trench, 3"
FOOT !
17
17
82.00
1,394.00
Inlet on Logan @ Southeast Corner
EACH
1
1
3,646.00
3,646.00
Install Parkway Tree, 2 -3/4" Maple
EACH ,
1
1
350.00
350.00
Install Parkway Tree, 4" Maple
EACH
1
1
500.00
500.00
Install Topsoil Seed Blanket on Logan
L.S.
1
1
875.00
875.00
Miscellaneous Change Orders (Dec. 21 packet)
L.S.
1
1
17,873.93
17,873.93
Reflective Delineators
EACH
21
21
65.15
1,368.15
Preparation of Base
S.Y.
310
310
5.00
1,550.00
Reset of Cobblestones
L.S.
1
1
160.65
160.65
Hydrant Extensions
V.F.
7
7
525.00
3,675.00
TOTAL: $ 1,008,629.05 $ 927,160.63
RECOMMENDED F
FRANK NOV
BY:
ATES, INC.
BY:
DATE:
ames L. Cainkar, P.E.
February 28, 2002
Total Value of Completed Work $ 927,160.63
Less 0% Retained $
Sub -Total $ 927,160.63
Less Payment Estimate Nos. 1-4 $ 807,180.51
TOTAL THIS PAYMENT ESTIMATE NO. 5 $ 119,980.12
FINAL
inois ❑ 60527 ❑ 630 - 887 -8640 ❑ fax: 630 - 887 -0132
I`Scl' it FRANK NOVOTNY 8 ASSOCIATES, INC.
/AV/c0Nsn1& CIVIL ENGINEERS
Mr. Stephen May, P.E.
Village Engineer
Village of Lemont
418 Main. Street
Lemont, IL 60439
Re: Year 2000 Road Program & Water
Main Replacement — Phase 111
Engineer's Payment Estimate No. 5 & Final
Dear Steve:
February 28, 2002
This letter is to certify that Unique Plumbing Company has satisfactorily furnished
labor and materials in accordance with the terms of their Contract, and as outlined on the
attached "Engineer's Payment Estimate No. 5 & Final ".
The Contractor has satisfactorily completed all work on the project in accordance
with the Contract Specifications. The final project cost of $927,160.63 is $81,468.42
(8.08 %) under the awarded Contract value of $1,008,629.95.
We therefore recommend the payment of $119,980.12 as final payment to Unique
Plumbing Co., Inc., 9408 W. 47th Street, Brookfield, IL 60513, to be paid upon receipt of
the necessary "Final Waiver of Lien" with "Contractor's Affidavit ", and final invoice in the
aforementioned amount.
Also enclosed are five (5) copies of a "Request for Approval of Change in Plans ",
indicating a Contract deduction in the amount of $81,468.42. Please have the Mayor sign
all five copies, retain three for Village files, and return two copies to our office.
O
L
825 midway drive ❑ wi
Please call if you have any questions pertaining to the above - captioned matter.
Very truly yours,
FRAN / • & ASSOCIATES, INC.
JLC/ce
Enclosure
cc: Mr. Gary Holmes, Adm., w /Enc.
Unique Plumbing Co., w /Enc.
Project File No. 01053
s L. Cainkar, P.E., P.L.S.
Date:
Contractor:
Request for Approval
of Change in Plans
Page 1 of 4
February 28, 2002 County Cook
Unique Plumbing Co., Inc. Road District or Municipality Lemont
9408 W. 47th Street
Brookfield, IL. 60513 Section
I recommend that a deduction be made to the above contract.
Request No. 1 & Final
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 Contractor agrees to furnish the materials and do the work at the Contract
unit prices. Shown station location for major items.
Item
No
Description
Awarded
Unit Price
Deductions
Unit Quantity
Amount
Over
Under
Quantity
Additions
1
Bituminous Surface Removal. 1 -1/4" Avg.
S.Y. 2300
S 5,290.00
647
2947
5 2.30
61,488.10
2
Bituminous Surface Removal (Over Concrete
S.Y. 8040
23,316.00
4025
4015
2.90
511,672.50
Pavement). Variable Depth
-
-
3
Bituminous Surface Removal, Butt Joint
S.Y. 310
3.208.50
22
332
10.35
5227.70
4
Bituminous Surface Removal - Variable Depth
S.Y. 340
2.737.00
64
276
8.05
5515.20
(for Driveways) /Alley Chestnut to Walnut
-
-
5
Concrete Alley Pavement Removal
S.Y. 20
220.00
20
11.00
6220.00
6
Driveway Pavement Removal
S.Y. 250
2,587.50
2
252
10.35
520.70
7
Sidewalk Removal
S.F. 3125
2,968.75
546
2579
0.95
6518.70
8
Combination Curb and Gutter Removal
FOOT 1600
8,000.00
1199
2799
5.00
65,995.00
9
Class D Patches, Type II, 6"
S.Y. ' 800
26,400.00
1760
2560
33.00
558,080.00
10
Fiberglass Fabnc Repair System
S.Y. 500
10,350.00
500
20.70
610,350.00
11
Area Reflective Crack Control Treatment, System A
S.Y. 11960
9,568.00
542
11418
0.80
6433.60
12
Aggregate Shoulders, Type B
TON 100
2,100.00
20
80
21.00
5420.00
13
Bituminous Materials (Prime Coat)
TON 14.7
3,822.00
8.9
5.8
260.00
52,314.00
14
Leveling Binder (Machine Method), Mixture C, Type 2
TON 655
30,916.00
59
596
47.20
52,784.80
15
Bituminous Concrete Surface Course, Mixture C,
TON 1395
64,588.50
98
1297
46.30
S4,537.40
Class I. Type 3
-
-
16
Mixture For Joints, Cracks & Flangeways
TON 30
4,200.00
30
140.00
54,200.00
17
Temporary Ramp
S.Y. 140
2,520.00
12
152
18.00
5216.00
18
Incidental Bituminous Surfacing, Modified Mix
TON 170
20,400.00
95
75
120.00
511,400.00
19
Aggregate (Prime Coat)
TON 22
330.00
22
15.00
5330.00
20
Combination Concrete Curb and Gutter, Type M-4.12
FOOT 200
3,500.00
200
17.50
53,500.00
21
Combination Concrete Curb and Gutter. Type M-4.18
FOOT 50
875.00
223
273
17.50
53,902.50
22
Combination Concrete Curb and Gutter, Type 0 -6.12
FOOT ' 500
8,550.00
1389
1889
17.10
$23,751.90
23
Combination Concrete Curb and Gutter, Type B-6.18
FOOT , 950
19,475.00
313
637
20.50
66,416.50
24
Shotcrete Curb & Gutter Repairs
FOOT ' 500
11,000.00
500
22.00
511,000.00
25
Shotcrete Curb Repairs
FOOT 500
11,000.00
500
22.00
511,000.00
26
Porous Granular Embankment, Subgrade
C.Y. 150
4,200.00
30
120
28.00
5840.00
27
Trench Backfill, Compacted
C.Y. 277
6.648.00
56
221
24.00
51,344.00
28
P.C. Concrete Pavement, 8"
S.Y. 45
1,890.00
45
42.00
61,890.00
29
P.C. Concrete Driveway Pavement, 8"
S.Y. 250
9,000.00
2
252
36.00
$72.00
30
P.C. Concrete Sidewalk, 5"
S.F. 1625
5,200.00
954
2579
3.20
53,052.80
31
Storm Sewers. Type 2, PVC (C -900). 8"
FOOT 100
4.000.00
52
48
40.00
52.080.00
32
Storm Sewers. Type 2, PVC (C -900), 10"
FOOT 210
9,240.00
74
136
44.00
53,256.00
33
Storm Sewers. Type 2, PVC (C -900), 12"
FOOT 240
10,800.00
39
201
45.00
61,755.00
34
Storm Sewers. Type 2, RCCP. 15" (0 -Ring)
FOOT 60
2,760.00
31
29
46.00
61,426.00
35
Storm Sewers. Type 2. RCCP, 12" (0 -Ring)
FOOT 100
4.500.00
100
45.00
S4,500.00
36
Pipe Underdrains, Type 1, Perforated PVC. 4" Dia.
FOOT 632
12,640.00
102
530
20.00
52,040.00
SUB - TOTALS (PAGE 1) $ 348,800.25
$ 96,806.70
$ 100,743.70
Date:
Contractor:
(see page 1)
February 28, 2002 County
Unique Plumbing Co., Inc. Road District or Municipality
9408 W. 47th Street
Brookfield, IL. 60513 Section
Request No.
Request for Approval
of Change in Plans
Page 2 of 4
Cook
Lemont
1 & Final
The estimated quantities are shown below and the Contractor 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 1...
......................... ...............................
.................
596,806.70
$100,743.70
Manholes, Type A, 4' Dia., With Type 1
EACH 1
$ 2,300.00
3
4
S 2,300.00
$6,900.00
Frame & Closed Lid
-
'_?
Catch Basins, Type A, 4' Dia., with Half Trap
EACH • 2
3,800.00
2
1,900.00
03.800.00
..,t,
Catch Basins, Type C, with Half Trap
EACH ' 19
19,000.00
5
14
1,000.00
05.000.00
47
Cleaning Existing Catch Basins and Manholes
EACH , 30
3,750.00
1
31
125.00
5125.00
» .
Catch Basins To Be Reconstructed
EACH : 10
8,750.00
10
875.00
S8,750.00
_
Manholes To Be Reconstructed
EACH ! 4
3,500.00
4
875.00
S3,500.00
-13
Valve Box To Be Adjusted
EACH 5
750.00
5
150.00
44
Frames & Grates, Neenah R- 3281 -A
EACH • 6
2,520.00
1
7
420.00
S420.00
45
Fill Existing Valve Vault
EACH , 3
450.00
3
150.00
45
Remove Existing Catch Basin
EACH : 16
6,400.00
16
400.00
47
Frames and Lids To Be Adjusted (Special)
EACH ' 30
10,800.00
16
14
360.00
05,760.00
48
Catch Basins To Be Adjusted
EACH 9
2,025.00
5
4
225.00
01,125.00
49
Thermoplastic Pavement Marking - Letters & Symbols
S.F. 100
320.00
100
3.20
$320.00
50
Thermoplastic Pavement Marking - Line 4"
FOOT , 200
230.00
200
1.15
5230.00
51
Thermoplastic Pavement Marking - Line 6"
FOOT 200
330.00
16
184
1.65
$26.40
52
Thermoplastic Pavement Marking - Line 12"
FOOT 200
440.00
220
420
2.20
5484.00
53
Thermoplastic Pavement Marking - Line 24"
FOOT '.. 224
772.80
91
133
3.45
5313.95
54
Sign Panel, Type A
S.F. 17
850.00
15
2
50.00
0750.00
55
Metal Post - Type 8
FOOT : 84
840.00
74
10
10.00
$740.00
56
Concrete Step Removal and Replacement
EACH , 10
5.000.00
15
25
500.00
57,500.00
57
Galvanized Steel Handrail
FOOT . 40
2,200.00
40
55.00
$2.200.00
58
Construction Layout
L.S. 1
50,000.00
1
50,000.00
59
Record Drawings
L.S. 1
4,000.00
1
4,000.00
60
Exploratory Excavation
C.Y. I 135
3.375.00
85
50
25.00
52,125.00
61
Fumishing and Placing Topsoil, 4"
S.Y. • 2340
3,861.00
2148
4488
1.65
53,544.20
62
Sodding
S.Y. l 2340
7,020.00
2148
4488
3.00
06,444.00
63
Supplemental Watering
UNIT i 100
5,000.00
100
50.00
55,000.00
64
Water Main In Trench, Ductile Iron, 6"
FOOT ' 40
2,400.00
41
81
60.00
$2,460.00
65
Water Main In Trench, Ductile Iron, 8"
FOOT 3536
120,224.00
208
3744
34.00
07,072.00
66
Water Main In Encasing Pipe, Ductile Iron, 8"
FOOT ' 750
28,500.00
410
340
38.00
515,580.00
67
Water Main Augered In Place, Ductile Iron. 8"
FOOT 190
13,300.00
190
70.00
013,300.00
68
Polyethylene Encasement
FOOT , 4376
4,376.00
276
4100
1.00
0276.00
69
Encasing Pipe In Trench, PVC SDR 26
FOOT 730
29,200.00
390
340
40.00
515.600.00
(ASTM D- 2241), 12"
-
7 0
Encasing Pipe In Trench, PVC (Schedule 40), 2"
FOOT • 830
19,920.00
534
296
24.00
S12,816.00
71
Pipe Fittings (Mechanical Joints), Ductile Iron
LBS. 9500
21.375.00
5752
3748
2.25
512,942.00
72
Concrete Pavement Removal and
S.Y. 2950
35.400.00
1181
1769
12.00
514,172.00
Bituminous Replacement. 6"
SUB - TOTALS (PAGE 1-2) $ 771,779.05 Totals:
$131,755.90
$225,070.05
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.
Signed: Signed:
Highway Commissioner
Approved
Recommended
Note:
Page 4of4
Mu icipal
John Piazza,, or
Title of Municipal Officer
Date Date
County Engineer
Approved
District Engineer
Date Date
Make out separate form for change in length quantities.
Give net quantities only.
Submit 3 copies of this form to District Engineer (4 copies for road district)
If plans are required attach 3 sets.