10-039.00 Acme Concrete Paving: Broadway Sullivan PCCP IntersectionS #64ne
.I►jValley CHANGE ORDER TO CONSTRUCTION CONTRACT N0: 10 -010
DEPARTMENT OF PUBLIC WORKS
;PROJECT: Broadway Sullivan PCCP Intersection Project CONTRACT DATE: 3/2512010
CONTRACTOR: Acme Concrete Paving Inc CHANGE ORDER NO: 1
CAPITAL IMPROVEMENT PROJECT NO: 0114
BID NO.: 10 -010
utbc;nir I wN ur AUMANUrO
This Change Order pays for additional planing and overlay work; Pedestrian Control and Protection work shown on the
plans;
catch basin modifoatlons required by BP to protect a power pole, and a change in median Island width.
I tem No Description Una quanti Unit Price
Total
8 Bituminous Planing, 2 In Depth SY 111 $1.05
$116.55
18 HMA CL 112 In. PG 70-28,.17 Ft Depth SY 111 $42.00
$4,662.00
58 Pedestrian Control and Protection LS 1 $2,000.00
$2,000.00
59 Catch Basin 5 Modifications LS 1 $500.00
$500.00
60 Widen Concrete Traffic Island from 12 In to 24 In Wide LF 940 $12.00
$11,280.00
Total Amount of this Change Order( Incl. Tax):
$18,558.55
SIIRS7ANTIA COMPLETION
Original Date: 5/21/2010 Prior to this Change Order: 5/21/2010 Including thls Change Order; 5/21/2010
Original Working Days: 30 Working Days Added by this CO: 0 Working Days Including this CO: 30
THESE CHANGES RESULT iN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE:
ORIGINAL TOTAL CONTRACT AMOUNT ..... 627,198.75
TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $ 0.00
.... ............................... ............................. _ I .............
TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER ...... 627,198.75
NET THIS CHANGE ORDER W.- ......- ........ti ..................... 18,558.55
TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 645,757.30
CONTRACTOR ACCEPTANCE:
DATE;
The contractor hereby accepts this adjustment under the terms of the original contract for all work perfomed.
t
RECOMMENDED BY:
APPROVED BY:
DATE: J -25 2 0 / 25
DATE:
APPROVED BY; DATE:
Mike Jackson, clty M t ye,
ATTACHMENTS:
01stribution
ORIGINALS TO: Contractor, City of Spokane Valley Clerk's Office, PW Project File
COPIES TO: PW Project File
U10-09
4O INSTALL 1 216 LF ISLAND CURB
24 "WIDE, STA. 33 +91, 12.13 R
TO STA. 36 +07, 11.76' RT
SAWCUT AND REMOVE
EXISTING ISLAND STA.
`33 +90.00 TO STA. 34 +56.50,
12.0' RT TO 27' RT, 75' WIDE X
66.5' LONE, GRIND 2" DEPTH
&OVERLAY WITH CL 1/2"
70 -28 PG HMA
JC"lCfrY OF
l
II�D I j valley v
J � BROADWAY /SULLIVAN
PCC INTERSECTION
c I C HANGE OR
ISLAND CONFIGURATION
EXISTING CURB
AND GUTTER
I I
I
I. I
I°
I.
EXISTING CONCRETE '
INLET TO REMAIN I';•::.I I
e
i CHANGE ORDER No.1
CATCH BASIN No. 5
Northwest Corner Broadway and
Sullivan
REMOVE EXISTING 10"
S.D. OUTLET PIPE
GROUT HOLE TO SECTION
7 -05.3, USE PLATE FOR
GROUTSUPPORT
GROUT
EXISTING INVERT EL.= 2041.95
SAWCUT EXISTING CB
INSTALL P5 10" PVC
STORM DRAIN PIPE,
INVERT EL.= 2039.801
USE SAND COLLAR
SAWCUT EXISTING CB
S CrfY OF
p6& e
, ,;oAValley
BROADWAY/SULLIVAN
PCC INTERSECTION
EXISTING FRAME & GRATE TO REMAIN
RIM EL.= 2043.80
CHANGE ORDER No. 1
CB5 DETAIL
Craig Aldworth
From: Steve Clark [SteveC @acmeconcretepaving.com]
Sent: Thursday, March 25, 2010 8:12 AM
To: Craig Aldworth
Subject: RE: Broadway Sullivan - Draft CO 2
Craig
CO 1 and 2 are acceptable to Acme.
Thanks
Steve Clark
From: Craig Aldworth [mai Ito :caldworth @spokanevalley.org]
Sent: Tuesday, March 23, 2010 5:37 PM
To: Steve Clark
Cc: Pete Fisch; Ryan Kipp
Subject: Broadway Sullivan - Draft CO 2
Steve:
The City wishes to re- install the south end of the existing PCC median curb on the south side of the Broadway / Sullivan
intersection as a straight curb with the same bid length. See the attached Draft CO 2 Exhibit.
The surrounding area around the existing curved concrete median curb appears to have been overlayed, so relocation of
the curb will require an additional 111 SY bituminous of planning to 2 inches deep in the surrounding area and
overlaying with HMA Cl %" PG 70-28, 0.17 ft Depth.
Since the stage 1 traffic control plan should handle this change, I propose preparing the change order using the bid
prices:
Item No Description Unit Quantity Unit cost Total
8 Bituminous Planing, 2 Inch Depth SY 111 $1.05 $ 116.55
18 HMA CL % In. PG 70 -28, .17 Ft Depth SY 111 $42.0 $4,662.00
Total CO 2 $4,778.55
Please email or call me to discuss.
Sincerely,
Craig Aldworth, P.E.
Project Engineer
720 -5001
1
Craig Aldworth
From: Craig Aldworth
Sent: Saturday, March 20, 2010 2:57 PM
To: Isclark @acmeconcretepaving.com'
Cc: Pete Fisch
Subject: Broadway Sullivan PCCP Intersection Project - Draft CO 1
Attachments: Broadway Sullivan Draft CO 1.pdf; CO 1 - CB 5 Dtl.pdf
Steve:
Attached is a preliminary draft of Change Order 1 for the Broadway Sullivan Intersection Project. The Change Order
covers three different problems.
Item 58, Pedestrian Control and Protection, lump sum provides a payment method for the Pedestrian Control and
Protection measures shown on the project Plan sheets 16, 20 and 24. A Bid item for this was not included in the Bid
Schedules. After a review of other projects with this bid item, I propose a lump sum cost of $2,000 for this work.
Item 59, Catch Basin 5 Modifications, lump sum, provides payment for leaving an existing catch basin in place and
connecting the proposed project pipe to it at a lower invert than existing, instead of connecting to a new type 1L catch
basin (CB 5). See the attached CO 1 CBS Detail. This is required by the Bonneville Power Administration to protect a
nearby high voltage power pole. I propose a lump sum cost of $500 for this work.
Item 60, Widen Concrete Traffic Island from 12 In to 24 In Wide, per linear foot, provides additional payment for
installing the 24 inch wide median islands, as shown on the plans. Base Bid item 32 incorrectly called out payment for 12
inch wide medians. I propose the additional widening price of $12.00 /1-F which will double the Acme unit bid price of
$12.00 /LF for 12 inch wide median. Payment for any 24 inch wide median would include Bid Item 32 and Item 60.
Please call me to discuss. I will be in the office all day Monday.
Sincerely,
Craig Aldworth
Project Engineer
720 -5001