12-028.00 NA Degerstrom: Sullivan Bridge Temp RepairSpokane
s oO Val l ey CHANGE ORDER TO CONSTRUCTION CONTRACT NO: 11 -031
DEPARTMENT OF PUBLIC WORKS
PROJECT: Sullivan Rd Bridge #4508 Temporary Repair Project CONTRACT DATE: 12/19/2011
CONTRACTOR: N.A. Degerstrom, Inc CHANGE ORDER NO: 2
CAPITAL IMPROVEMENT PROJECT NO: 0157
BID NO.: 11 -031
DESCRIPTION OF GHANGt5
This Change Order pays for 1) additional material needed by the Contractor for the extra depth of the expansion joints from 2" to 3.5 ",
per attached N. A. Degerstrom calculations via email from Keith Peterson to Pete Fisch dated February 6, 2012.
2) due to a reduction in quantities, according to Section 1 -04.6 of the Standard Specifications, the Contracting Agency agrees
to renegotiate unit prices when the final quantity of work performed is less than 75% of the original Bid quantity.
Item No
Description
CO2-1
Extra Depth Asphaltic Plug Joint at Expansion Joint
CO2 - 2
Reinforced Doweled Curb
CO2 - 3
Wide Concrete Traffic Island
CO2 -4
Additional concrete cost/small load
11 DELETED Reinforced Doweled Curb
12 DELETED Wide Concrete Traffic Island
Unit Q
Quantity U
Unit Price T
Total
SUBSTANTIAL COMPLETION
Original Date: 2/29/2012 Prior to this Change Order: 2129/2012 Including this Change Order: 3/1/201
Original Working Days: 40 Working Days Added by this CO: 0 Working Days including this CO: 4E
THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE:
ORIGINAL TOTAL CONTRACT AMOUNT $ 156,171.30
................................................................................................................ ...............................
TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $ 22,300.00
...................................... ........ - ........................... I ........................
..
TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER $ 178,471.30
.......................
NET THIS CHANGE ORDER $ - 3,398.0
............................................................... ......................................... .............................
........
TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $. 175,073.23
CONTRACTOR ACCEPTANCE: �Cyc✓`�V A PJ
The contractor hereby accepts this adjustment under the terms of the original contract for all work perfomed.
RECOMMENDED BY:
APPROVED BY:
APPROVED BY:
DATE: Z - 2 u - 1
DATE:
,2-.-) B - / 2
DATE: ZI 2- L-
DATE:
ATTACHMENTS:
ORIGINALS TO: Contractor, City Clerk's Office
COPIES TO: PW Project File, Finance Dept.
COI�L'U`Z�
Pete Fisch
From: Keith Peterson (keith @nadinc.com]
Sent: Monday, February 06, 2012 2:07 PM
To: Pete Fisch
Subject: Joints
Attachments: Joints and Slots.pdf
Pete,
I've attached my work sheets on the joints and slots. The first page is the calcs for the joint quantities. On the second
page I took the bid price for the joints and reduced it by our marked up fixed costs to come up with a price per CF which
I applied to the overrun. The third page is my worksheet for the volume of the slots. Let me know if you have any
questions.
Thank you,
Keith M. Peterson, P.E.
N.A. Degerstrom, Inc.
(509) 928 -3333
(509) 927 -2010 Fax
(509) 435 -1946 cell
Depth
Ft
North Joint
0.22
0.16
0.18
0.18
0.13
0.16
0.22
0.24
0.22
0.18
0.20
0.14
2.23
Middle Joint
0.31
0.28
0.27
0,29
0.25
0,25
0.22
0.21
0.25
0.25
0.30
0.35
0.25
South Joint
0.32
0.33
0.24
0.26
0.30
0.28
0.30
0.27
0.25
0.31
0.25
0.33
0.36
0.25
Used in bid
0.17
Width
Spacing
Volume Total Volume
Ft
Ft
CF CF
1.70
3.40
1.09
1.67
3.00
0.85
1.67
3.00
0.90
1.68
3.00
0.78
1.67
3.00
0.73
1.67
3.00
0.96
1.68
3.00
1.16
1.67
3.00
1.15
1.67
3.00
1.01
1.69
3.00
0.96
1.67
1.60
0.45
1.67
32.00
10.03
1.67
3.00
1.47
1.66
2.00
0.91
1.65
3.00
1.38
1.63
3.00
1.33
1.65
3.00
1.23
1.63
3.00
1:15
1.63
3.00
1.05
1.63
3.00
1.12
1.63
3.00
1.23
1.65
3.00
1.37
1.66
1.18
0.64
1.66
1.39
0.69
1.66
31.57
13.57
1.74
1.90
1.07
1.74
1.60
0.79
1.74
1.40
0.59
1.61
3.00
1.37
1.64
3.00
1.44
1.66
3.00
1.46
1.70
3.00
1.43
1.63
3.00
1.28
1.65
3.00
1.38
1.64
3.00
1.39
1.67
3.00
1.47
1.70
1.10
0.65
1.70
1.43
0.73
1.63
31.43
95.00
1.67 96.00
15.03
38.64 Total Measured
26.67 Total In Bid
144.88
4
$18,600.00 Price for all three joints
Fixed Costs
$275.00 Curbs remove /replace
$1,834.00 Heating
$741.00 Plates
$2,850.00 Total fixed cost
$427.50 Mark -up 15.00%
$3,277.50 Total fixed cost with mark -up
$15,322.50 Price of joints less fixed costs
$574.52 Price per CF in bid (2" depth) 26.67 CF
Measured quantity 38.64 CF
$6,877.03 Price for overrun 11.97 CF
t
Original
Total Revised
minus Unit Price
Original Original Original 15% Fixed Fixed w/o Fixed
Quantity Unit Price Total Costs Costs Costs
11 - Reinforced Doweled Curb LF 582 11.39 6,628.98 994.35 5,634.63 9.68
Revised Revised Revised
Unit Price Revised Total w/ Unit Price
Revised w/o Fixed Total w /out 15% Fixed Fixed w/ Fixed
Quantity Costs Fixed Costs Costs Costs Costs
11 - Reinforced Doweled Curb LF 124 12.10 1,500.50 994.35 2494.85 20.12
Bid Item
Unit Quantity
Unit Price Total Price
10 Narrow Concrete Traffic Island
LF 98
Original
3562.30 Includes 2% markup
11- Reinforced Doweled Curb
LF 124
20.12
2494.88
12 - Wide Concrete Traffic Island
Total
Revised
1911.20
Additional concrete cost /small load
EA 2
250.00
500.00
minus
Unit Price
Original
Original
Original
15% Fixed
Fixed
w/o Fixed
Quantity
Unit Price
Total
Costs
Costs
Costs
12 - Wide Concrete Traffic Island SY 217
38.57 8,369.69 1,255.45
7,114.24
32.78
Revised
Revised
Revised
Unit Price
Revised
Total w/
Unit Price
Revised
w/o Fixed
Total w /out
15% Fixed
Fixed
w/ Fixed
Quantity
Costs
Fixed Costs
Costs
Costs
Costs
12 -Wide Concrete Traffic Island SY 20
32.78 655.69 1255.45
1911.14
95.56
Bid Item
Unit Quantity
Unit Price Total Price
10 Narrow Concrete Traffic Island
LF 98
36.35
3562.30 Includes 2% markup
11- Reinforced Doweled Curb
LF 124
20.12
2494.88
12 - Wide Concrete Traffic Island
SY 20
95.56
1911.20
Additional concrete cost /small load
EA 2
250.00
500.00
Total
8468.38
98.12 2% N.A. Degerstrom to Items 11 & 12, and small load cost
8566.50