HomeMy WebLinkAboutC03-261 B&B Excavating Inc.,~ C~r~-z~ ! - ~d
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CHANGE ORDER NUMBER 1
CONTRACTOR B&B Excavating, Inc.
Contract for Miller Ranch Road/Highway 6 Intersection 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 MMISSIONERS
By:
~rlichael L. G//allagher, Ch ' an
DATE: I ~o
Nature of Changes: The Contractor's list of subcontractors furnished after the Notice of Award
included a subcontractor which was unacceptable to Eagle County. The subcontractor was to
furnish traffic control and pavement marking. The Contract specifies in Section 6.9 of the
General Conditions that "If Owner or Engineer, after due investigation, has reasonable objection
to any subcontractor, or other person or organization proposed by Contractor after the Notice of
Award, Contractor shall submit an acceptable substitute, and the contract price shall be increased
or decreased by the difference in cost occasioned by such substitution, and an appropriate change
order shall be issued." The Contractor's substitution of its subcontractor resulted in an increase
in contract price of $7,289.55. A cost comparison 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 $546,953.21
Net Increase Resulting from this Change Order $ 7,289.55
Current Contract Price Including this Change Order $554,242.76
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Change Order No. 1
Page 2
Contract Time Prior to this Change Order December 26, 2003
Net Resulting from this Change Order No Change
Current Contract Time Including this Change Order December 26, 2003
The above changes are recommended:
He Migchel rink
County Engineer
Date: ?i 8 d 0 3
The above changes are accepted: B&B Excavating, Inc.
By: UJ~ .fa.~.(.~
Title: Bs~rrtii~f*arc / ~~e3'• rl/d-~v~-~-
Date: T~o ~
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Miller Ranch Road/Highway 6 Intersection - B&B Excavating
Cost Comaarison for Substitution of Subcontractor
Warning Lites r3<
Equipment Inc.
Bid Item
No. Index Item
No.
Descri tion
Q
Unit
Unit Price
Amount
1 201 Clearin and Grubbing 1 LS $0.00
2 202 Removal of Pie 1 EA $0.00
3 202 Removal of A halt Mat 610 SY $0.00
4 202 Removal of Pavement Markin 2530 SF ~ $2.10 $5,313.00
5 202 Removal of Ground Si 8 EA $0.00
6 202 Removal of Fence 190 LF $0.00
7 202 Removal of Delineator 4 EA $0.00
8 202 Sawin A halt Mat 4210 LF $0.00
9 203 Embanlanent Material (Complete in
Place
1604
CY
$0.00
10 207 To soil Co lete in Place 857 CY $0.00
11 208 Erosion Lo S ecial 1417 LF $0.00
12 208 Erosion Control Su ervisor 1 LS $0.00
13 210 Reset Structure 2 EA $0.00
14 210 Reset Fence 0 LF $0.00
15 212 Seedin ative) 1.54 AC $0.00
16 213 Mulching 1.54 AC $0.00
17 304 Ag a ate Base Course Class 6 3140 CY $0.00
18 403 Hot Bituminous Pavement (Grading
S As halt 75) G 58-28
950
Ton
$0.00
l9 403 Hot Bituminous Pavement (Grading
S As halt 75 G58-34
490
Ton
$0.00
20 603 18" Corrugated Steel Pipe (Complete
in Place
8
LF
$0.00
21 603 18" Corrugated Steel Pipe, Flared
End Section (Co lete in Place)
1
EA
$0.00
22 603 18" Reinforced Concrete Pipe
Co lete in Place
215
LF
$0.00
23 603 18" Reinforced Concrete End Section
Corn lets in Place
2
EA
$0.00
24 603 24" Reinforced Concrete End Section
Co lets in Place
1
EA
$0.00
25 603 24" Reinforced Concrete Pipe
Co lets in Place
83
LF
$0.00
26 604 Manhole Slab Base 15 Foot 0 EA $0.00
27 604 Inlet T e R L 5 5 Foot) 2 EA $0.00
28 609 Curb and Gutter Type 2 (Section II-
B
814
LF
$0.00
29 612 Delineator T e I 10 EA $15.75 $157.50
30 612 Delineator T e II 20 EA $17.85 $357.00
31 612 Delineator T e III 4 EA $21.00 $84.00
32 614 Si Panel Class I 63 SF $15.75 $992.25
33 614 Steel Si Post 1 59 LF $31.50 $1,858.50
34 620 Sani Facili 1 EA $0.00
35 625 Construction Surve 'n 1 LS $0.00
Alternative
Subcontractors: CC
Enterprises & Colorado
Strijpe Wright
Unit Price Amount
$0.00
$0.00
$0.00
$2.10 $5,313.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$18.90 $189.00
$19.95 $399.00
$21.00 $84.00
$23.10 $1,455.30
$31.50 $1,858.50
$0.00
$0.00
EXHIBIT
Cost Comparison for Alternative Subcontractor 1 of 2
8
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Warning Lites &
Equipment Inc.
Bid Item
No. Index Item
No.
Descri tlon
Unit
Unit Price
Amount
36 626 Mobilization 1 LS $23,001.40 $23,001.40
37 627 E ox Pavement Mazkin 53 Gal $78.75 $4,173.75
38 627 Preformed Plastic Pavement Mazking
X-Walk 60 Mil)
24
SF
$12.60.
$302.40
39 627 Preformed Plastic Pavement Mazking
ord-S bol 60 Mil
214
SF
$15.75
$3,370.50
40 629 Surve Monument T or 23 EA $0.00
41 630 Traffic Control Mana ement 1 LS $2,520.00 $2,520.00
42 630 Construction Traffic Sign (Panel Size
A ~
2
EA
$42.00
$84.00
43 630 Construction Traffic Sugn (Panel Size
B)
2
EA
$42.00
$84.00
44
_ 630 Construction Traffic Sign (Panel Size
C
8
EA
$42.00
$336.00
45 630 Fla ~n 1 LS $1,932.00 $1,932.00
46 630 Traffic Cone 100 EA $5.25 $525.00
47 630 Mobile Pavement Markin Zone 1 LS $525.00 $525.00
48 614 Alternate
Traffic Si al 1 LS $0.00
TOTAL $45,616.30
Wamin Lltes & E ui ment, Inc. $45,816.30
AltemaUve is a combination of: CC
Enterprises and Colorado Strijpe Wright
Ltd. $52,905.85
Increase to Contract $7,289.55
Alternative
Subcontractors: CC
Enterprises & Colorado
Strijpe Wright
Unit Price Amount
$24,651.40 $24,651.40
$78.75 $4,173.75
$12.80 $302.40
$15.75 $3,370.50
$0.00
$5,250.00 $5,250.00
$105.00 $210.00
$115.50 $231.00
$126.00 $1,008.00
$2,310.00 $2,310.00
$15.75 $1,575.00
$525.00 $525.00
$0.00
$0.00
$52,905.85
Cost Comparison for Alternative Subcontractor 2 of 2
