07-012.00 Inland Asphalt: Broadway Ave Overlay Project
Washington State
Department of Transportation
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Change Order
Date: June 27. 2006°~= - -
Revised November 7. 2006
I OT 4
Contract Number 05-018 Federal Aid Number STPUL-3846(005)
Contract Title Broadway Avenue Overlay Project
Change Order Number 1 (Corrected)
Prime Contractor Inland Asphalt Company
® Ordered by Engineer under the terms of Section 1-04.4 of the Standard Specifications
^ Proposed by Contractor
Endorsed By
ConlraUOf
lM l Dlo
Dete
Surety Consent
Attorney of Faci
Dato
Original Contract Amount 748,350.00
Current Contract Amount 748,350.00
Estimated Net Change This Change
907.18
Estimated Contract Total After Change 798,257.18
Approval Required X Region ^ Olympia Service Center ®Local Agency
If the amount authorized in the Local Agency Agreement is exceeded and federal funds are not available for this
change, the Local Agency will assume the total cost of this Change Order. /I
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X Approval Recommended Approved Approved /~
gineer
P jest En Ap o ' g Aut ority per C.A. Agreement
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Date Date
Approval Recommended Approved Approved
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By Approving Authority per C.A. Agreement
Date Date
(,~ 0 7-12
CHA~~`GE ORDER
Rate: lunc 27, 2006
Revised November 7, 2006
Page 2 of 4
Contract No: 05-018
Change Order No. 1
All work, materials, and measurement to be in accordance with the provisions of the
Standard Specifications and Special Provisions for the type of construction involved.
This Contract is revised as follows:
Description of Work
The Spokane Valley City Council approved a plan to stripe Broadway Avenue as a
3-lane section between Pines Road (SR 27) and Sullivan Road. The following
changes to the contract support this change:
Add Standard Item: Job Mix Compliance Price Adjustment Calculated
Add Standard Item: Compaction Price Adjustment Calculated °
Add Item: Spokane County Type M Curb, Doweled 164 LF
Curb construction shall conform to Spokane County Standard Plan A-3. Curb shall
be doweled into the existing pavement, 4' minimum spacing. Curb shall be installed
on planed asphalt surface.
Add Standard Item: Paint Line
Add Standard Item: Plastic Drop Lane Line
Revise Item 17: Plastic Wide Line
Revise Item 18: Plastic Traffic Arrow
Revise Item 19: Plastic Crosswalk Line
Revise Item 21: Temporary Pavement Marking
LF
6240 LF
172 LF
Increase from 115 to 18,830 LF
Increase from 2 to 70 EA
Increase from 1072 to 1632 SF
Increase from 46,836 to 70,254
Add item Project Temporary Traffic Control 14 DAYS
This item shall cover Project Temporary Traffic Control per day for each working
day over the original contract time of 30 working days.
Add item: Cement Concrete Island with Filler 18 SY
Construction shall consist of 4°' Class 3000 concrete over 4" of compacted crushed
surfacing base course.
Revise Item 32: Induction Loop Vehicle Detector Increase from 8 to 39 EA
~-° ~ T
Date: .June 27, 2006
Revised November 7, 2011b
Page 3 of 4
Delete item 33: Optical Vehicle Detection System Delete 1 EA
Add item: Type 2 Junction Box Inc. Repairs 3 EA
Add Item: Catch Basin Frame and Grate 1 EA
Construction shall include removing existing frame and grate at approximate station
55+20 LT and installing new frame and grate per Spokane County Standard Plans
B-11 and B-14. Wor1c shall also include any pavement repair, concrete curb and
gutter repair and sidewalk repair to complete the installation.
14 working days shall be added to the original 30 working days.
Refer to list of items and quantities below.
Payment
Payment will be made according to the Standard Specifications per the unit
specified.
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CHAt11GE ORDER
Date: June 27, 2006
Revised iVovember 7, 2006
Page 4 of 4
Contract No: 05-018
Item No. Item Description
Change Order No. 1
Unit Unit Price Est. Qty. Est.. Amt.
Measure Change Change
101 Job Mix Compliance Price Adjustment
102 Compaction Pric® Adjustment
103 Type M Curb
104 Paint Line
105 Plastic Drop Lane Line
106 Plastic Wide Line
107 Plastic Traffic Arrow
108 Plastic Crosswalk Line
109 Temporary Pavement Marking
110 Project Temporary Traffic Control
111 Gement Concrete Island with Filler
112 Induction Loop Vehicle Detector
113 Optical Vehicle Detection System
114 Type 2 J-Box Inc. Repairs
115 Catch Basin Frame and Grate
Calc. $1.00 Calc. $1.00
Calc. $1.00 Calc. $1.00
L.F. $35.50 164 $5,822.00
L.F. $0.20 6240 $1,248.00
L.F. $1.60 172 $275.20
L.F. $2.40 18,715 S44,916.00
EA $106.00 68 $7,208.00
S.F. $5.20 560 $2,912.00
L.F. $0.11 23,418 $2,575.98
DAY $440.00 14 $6160.00
S.Y. S71.00 18 $1,278.00
EA $760.00 31 $23,560.00
L.S. S57,350.00 (1) S(57,350.00 )
EA $3,100.00 3 $9,300.00
LS $2,000.00 1 $2,000.00
TOTAL ~a9,so7.~8