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HomeMy WebLinkAboutC04-077 B&B Excavating�'oy- 7y-sa
CHANGE ORDER NUMBER 3
CONTRACTOR B&B Excavating, Inc.
Contract for Miller Ranch Road/Highway 6lntersection Improvements
Contract Date August 5, 2003
TO: B&B Excavating, Inc.
You are directed to make the changes noted below in the Subject Contract. Appropriations to
cover the costs of additional work have been made.
EAGLE COUNTY BOARD OF COUNTY COMMISSIONERS
En
Tom C. Stone, Chairman
DATE: •1-.? y 0 �0'
Nature of Changes: Conditions discovered during construction allowed for cost saving changes.
These modifications included elimination of one culvert section where an existing swale was
adequate. Another modification made use of an existing storm inlet eliminating the need to
install a new inlet as originally designed. Other changes in quantities resulted in overall savings
over the original estimate. Additional contract time is required for mulching and seeding at the
northwest end of the project in the spring. A cost itemization is attached as Exhibit A.
These changes result in the following adjustment of Contract Price and Contract Time:
Contract Price Prior to this Change Order $611,708.91
Net Decrease Resulting from this Change Order-$36,725.50
Current Contract Price Including this Change Order $574,983.41
Change Order #2
Page 1
Contract Time Prior to this Change Order December 26, 2003
Net Increase Resulting from this Change Order 188 Days
Cur -rent Contract Time Including this Change Order July 1, 2004
The above changes are recommended:
Helen Migchelbrink
County Engineer
Date: v S D-1
The above changes are accepted: B&B Excavating, Inc.
By: G47 f/ o``; P 111 N
9.
Title: Cl✓TRlk1 /-YY1L-)iy�i�63i �
� Date:
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Change Order #2 Page 2
Change Order #3
Contract dated August 5, 2003
Miller Ranch Road/Highway 6 Intersection Improvements
L
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EAGLE COUNtt
Jtin I dreth
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Date
Ptject Engineer
Bid
Item
No.
Index
Item No.
Descri lion
Oty
Unit
Unit Price
Original
Contract
Amount
Change
Order
Quantity
Change
New Unit
Price
Unit Price
Change
Net Change
Order
Adjusted
Contract
Price
1
201
Clearing and Grubbing
1
LS
$4,761.60
$4,761.60
$4,761.60
2
202
Removal of Pie
1
EA
$6,266.49
$6,266.49
$6,266.49
3
202
Removal of Asphalt Mat
610
SY
$5.21
$3,178.10
3
-222.000
-$1,156.62
$2,021.48
4
202
Removal of Pavement Marking
2530
SF
$2.10
$5,313.00
1
$2.10
$0.00
$0.00
$5,313.00
5
1 202
lRemoval of Ground Sin
8
EA
1 $56.32
$450.561
1
1
$450.56
6
202
Removal of Fence
190
LF
$3.60
$684.00
$684.00
7
202
Removal of Delineator
4
EA
$29.92
$119.68
$119.68
8
202
Sawing Asphalt Mat
4210
LF
$1.58
$6.651.80
$6,651.80
9
203
Embankment Material (Complete
in Place
1604
CY
$48.57
$77,906.28
$77,906.28
10
207
Topsoil (Complete in Place)
857
CY
$25.38
$21,750.66
$21,750.66
11
208
Erosion Log (Special)
1417
LF
$7.82
$11,080.94
3
-1047.000
-$8,187.54
$2,893.40
12
208
Erosion Control Supervisor
I
LS
$1,248.00
$1,248.00
$1,248.00
13
210
Reset Structure
2
EA
$4,572.33
$9,144.66
$9,144.66
14
210
Reset Fence
0
LF
$0.00
$0.00
$0.00
15
212
Seeding (Native)
1.54
AC
$2,047.50
$3,153.15
$3,153.15
16
213
Mulching
1.54
AC
$695.10
$1,070.45
$1,070.45
17
304
Aggregate Base Course (Class 6)
3140
CY
$32.12
$100,856.80
3
-152.200
-$4,888.66
$95,968.14
18
403
Hot Bituminous Pavement
(Grading SX) (Asphalt)(75)(PG
58-28)
950
Ton
$40.93
$38,883.50
3
3.810
$155.94
$39,039.44
19
403
Hot Bituminous Pavement
(Grading SX) (Asphalt)(75)(PG58
34)
1 490
Ton
$48.58
$23,804.20
3
-21.850
-1061.4731
$22,742.73
20
603
18" Corrugated Steel Pipe
(Complete in Place)
8
LF
$77.21
$617.68
3
-8.000
-617.68
$0.00
Miller Ranch Road/Highway 6Intersection Improvements i
Change Order #3 _ Page 1 of 4
I.
Bid
Original
Adjusted
Item
Index
Contract
Change
Quantity
New Unit
Unit Price
Net Change
Contract
No.
Item No.
Description
Qty
Unit
Unit Price
Amount
Order
Chan a
Price
Change
Order
Price
21
603
18" Corrugated Steel Pipe, Flared
End Section (Complete in Place)
I
EA
$273.75
$273.75
3
-1.000
-273.75
$0.00
22
603
18" Reinforced Concrete Pipe
(Complete in Place)
2151
LF
$48.301
$10,384.50
3
1 -55.000
-2656.51
$7,728.00
23
603
18" Reinforced Concrete End
Section (Complete in Place)
2
EA
$734.26
$1,468.52
3
-2.000
-1468.52
$0.00
24
603
24" Reinforced Concrete End
Section (Complete in Place)
I
EA
$719.43
$719.43
0
$719.43
25
603
24" Reinforced Concrete Pipe
(Complete in Place)
83
LF
$125.30
$10,399.90
3
-4.000
-501.2
$9,898.70
26
604
Manhole (Slab Base) (15 Foot)
0
EA
$0.00
$0.00
0
$0.00
27
604
Inlet Type R L 5 (5 Foot)
2
EA
$4,572.44
$9,144.88
3
-1.000
-4572.44
$4,572.44
28
609
Curb and Gutter Type 2 (Section
II-13)
814
LF
$14.70
$11,965.80
$11,965.80
29
612
Delineator (Type I)
10
EA
$15.75
$157.50
1
$18.90
$3.15
$31.50
$189.00
30
612
Delineator (Type II)
20
EA
$17.85
$357.00
1
$19.95
$2.10
$42.00
$399.00
31
612
Delineator (Type III)
4
EA
$21.00
$84.00
1
$21.00
$0.00
$0.00
$84.00
32 614
Sign Panel (Class 1)
63
SF
$15.75
$992.25
1
$23.10
$7.35
$463.05
$1,309.77
3
-6.300
-$145.53
33
614
Steel Sign Post (PI)
59
LF
$31.50
$1,858.50
1
$31.50
$0.00
$0.00
$1,672.65
3
-5.900
-$165.85
34
620
Sanitary Facility
(
EA
$183.75
$183.75
$183.75
35
625
Construction Surve i . ng
1
LS
$3,045.00
$3,045.00
$3,045.00
36
626
Mobilization
l
LS
$23,001.40
$23,001.40
1
$24,651.40
$1,650.00
$1,650.00
$24,651.40
37
627
Epoxy Pavement Marking
53
Gal
$78.75
$4,173.75
1
$78.75
$0.00
$0.00
$0.00
3
-53.000
-$4,173.75
38
627
Preformed Plastic Pavement
Marking (X-Walk)(6O Mil)
24
SF
$12.60
$302.40
1
$12.60
$0.00
$0.00
$0.00
3
-24.000
-$302.40
39
627
Preformed Plastic Pavement
Marking (Word-Symbol)(60 Mil)
214
SF
$15.75
$3,370.50
1
$15.75
$0.00
$0.00
$0.00
3
-214.000
-$3,370.50
Miller Ranch RoadMighway 6 Intersection Improvements
Change Order R3 Page 2 of 4
I.
Bid
Original
Adjusted
Item
Index
Contract
Change
Quantity
New Unit
Unit Price
Net Change
Contract
No.
Item No.
Description
CRY
Unit
Unit Price
Amount
Order
Chan a
Price
Change
Order
Price
40
629
Survey Monument (Temporary)
23
EA
$16.21
$372.83
$372.83
41
630
Traffic Control Management
1
LS
$2,520.00
$2.520.00
1
$5,250.00
$2.730.00
$2,730.00
$5,250.00
42
630
Construction Traffic Sign (Panel
Size A)
2
EA
$42.00
$84.00
1
$105.00
$63.00
$126.00
$210.00
43
630
Construction Traffic Sign (Panel
Size B)
2
EA
1 $42.00
$84.00
1
$115.501
$73.50
$147.001
$231.00
44
630
Construction Traffic Sign (Panel
Size C)
8
EA
$42.00
$336.00
1
$126.00
$84.00
$672.00
$1.008.00
45
630
Flag ing
I
LS
$1,932.00
$1,932.00
1
$2,310.00
$378.00
$378.00
$2,310.00
46
630
Traffic Cone
100
EA
$5.25
$525.00
1
$15.75
$10.50
$1,050.00
$1,575.00
47
630
Mobile Pavement Marking Zone
1
LS
$525.00
$525.00
1
$525.00
$0.00
$0.00
$525.00
48
614
Alternate
Traffic Signal
I
LS
$141,750.00
$141.750.00
$141,750.00
49
Field Change #2: T&M Over
Excavation
1
LS
1
2
$12,473.70
$12,473.70
$12,473.70
50
Field Change #3: Change 18"
CMP to 24" CMP
I
LS
2
$2.054.62
$2,054.62
$2,054.62
51
Field Change #4: T&M Subgrade
Over Excavation
I
LS
2
$3,041.50
$3,041.50
$3,041.50
52
Field Change #5: T&M Subgrade
Over Excavation
I
LS
2
$968.90
1 $968.90
$968.90
53
Field Change #6: Road Widening
l
LS
2
$14,610.51
$14,610.51
$14,610.51
54
Field Change #7: Extend 24"
CMP 70 LF to the mouth
I
LS
2
$2,878.38
$2,878.38
$2,878.38
55
Field Change #8: Roadway
Milling/Overlay
I
LS
2
$21,438.54
$21,438.54
$0.00
3
-$21,438.54
-$21,438.54
56
Field Change #9: Additional
Asphalt Removal
1
LS
3
$9,968.06
$9,968.06
$9,968.06
57
Field Change #10: T&M
Subgrade Over Excavation
I
LS
3
$2,745.70
$2,745.70
$2,745.70
58
Field Change #1 1: Curb Cut
1
I LS
3
$475.00
$475.00
$475.00
Miller Ranch Road/Highway 6 Intersection Improvements
Change Order #3 Page 3 of 4
Bid
Original
Adjusted
Item
Index
Contract
Change
Quantity
New Unit
Unit Price
Net Change
Contract
No.
Item No.
Description
Oty
Unit
Unit Price
Amount
Order
Chan a
Price
Chan a
Order
Price
59
Field Change #12: Temporary
Pavement Marking
I
LS
3
$3,953.25
$3,953.25
$3,953.25
60
Field Change #13: T&M #2608 -
Stripe
l
LS
3
$977.50
$977.50
$977.50
TOTAL
I
1
1 $546,953.21
-$36,725.501
$574,983.41
Change Orders Summary
Original Contract Price
$546,953.21
Change Order #1 (Increase)
$7,289.55
Change Order #2 (Increase)
$57.466.15
Change Order #3 (Decrease)
-$36,725.50
Adjusted Contract Price
$574,983.41
Miller Ranch Road/Highway 6Intersection Improvements
Change Order #3 Page 4 of 4