12-195.00 Shamrock Paving: Evergreen Reconstruction *lame
alley.
CHANGE ORDER TO CONSTRUCTION CONTRACT NO: 12-009
DEPARTMENT OF PUBLIC WORKS
PROJECT: Evergreen Rd Reconstruction Project CONTRACT DATE: 5118/2012
CONTRACTOR: Shamrock Paving,Inc CHANGE ORDER NO: A2
CAPITAL IMPROVEMENT PROJECT NO: 0160 BID NO,: 12-009
DESCRIPTION OF CHANGES
This Change Order pays for additional temporary traffic control devices to control vehicular traffic on 32nd Avenue after numerous
vehicles Ignored the traffic control setup shown In the plans.
Item No Deacrintion Unit Quantity Unit Price Total
CO A2-1 FA to F&1 16 Traffic Control Barrels on 32nd Ave on 8-2-12 LS 1 $1,681.21 $1,881.21
CO A2-2 FA to F&I Traffic Control Plan 2Z on 8-3-12 LS 1 $2,239.14 $2,239.14
CO A2-3 Additional Surveying for revised CL Sta 42+00 to Sta 46+00 LS 1 $315.00 ILital i
Total Amount of this Change Order(hicl.Tax): $4,235.38
SUBSTANTIAL COMPLETION
Original Date: 8123/2012 Prior to this Change Order: 8/31/2012 Including this Change Order: 8/31/2012
Original Working Days: 45 Working Days Added by this CO: 0 Working Days including this CO: 54
THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE:
ORIGINAL TOTAL CONTRACT AMOUNT -__..._ .._ 1,503,303.67
TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $ 10,410.56
TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER $ 1,513,714.23
NET THIS CHANGE ORDER _..m.$ 4,235.35
TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 1,617,949.58
CONTRACTOR ACCEPTANCE: ` '`�� r DATE: /���—��
The contractor hereby accepts this adjustment under the terms of the original contract for all work perfomed.
RECOMMENDED BY: , 3‘ r'� ��!47 -- -.-, DATE: /Z' 4/I I Z
` .#1 DATE: /2--14/..--/2—
APPROVED BY: ._
PUrit C, (d9P-i'13 D t P.-6G�R-
IATTACHMENTS:
Distribution:
ORIGINALS TO: Contractor,City of Spokane Valley Clerk's Office,PW Project File
COPIES TO: PW Project File P:Public Works1PurchainglCO(9128120071
& V2-• J
Summary of Original Estimated CN Costs versus Current Bid/Current Estimates 2012 Street
Preservation Projects
Council Approved Budget=$2,818,883
Phase 1 Original CN
Street From To Estimate Bid Price
Dishman-Mica 16th to 24th $ 462,066'
Dishman-Mica 24th to 32nd $ 463,582 -$ 463,271
Dishman-Mica 32nd to Schafer $ 233,152
Vista Mission to Knox $ 93,913 $ 96,332
4th DM to Farr $ 102,685 $ 71,196
Change Order#1 $
Change Order#2 $ 7,739
Change Order#3 $ 48,996
Change Order#4 $ 5,690
Change Order#5 $ 7,133
Change Order#6 $ 21,858
$ 1,355,398 $ 722,215
Phase 2 Original CN
Street From To Estimate Bid Price
32nd University to Bowdish $ 316,500 *
32nd Pines to SR27 $ 475,345 *
32nd SR27 to Best $ 190,121 *
Fancher Sprague to Broadway $ 441,723 $ 417,100
Herald Main to End $ 22,705 *
Mission Union to Pines $ 86,909 **
University Sprague to Main $ 115,720 **
Argonne Mullan to Montgomery $ 59,746 **
Change Order#1 $ .: 10,519
Change Order#2 $ 2,070
$ 1,446,394 $ 692,064
*Projects delayed to future years
**Originally proposed to be completed under Poe Contract
Other Preserv.Projects Original CN
Street From To Estimate Bid Price
University Road 4th to 16th $ - $ 226,481
Change Order#1 $ 3,240
Evergreen Road 16th to 32nd $ - $ 75,945 *
Change Order B1(No Cost to City-Paid by Vera Water&Power) $ -
Change Order B2 (No Cost to City-Paid by Vera Water&Power)T` $ -
Change Order B3 (No Cost to City-Paid by Vera Water&Power) $ -
Change Order Al $ 4,000
Change Order A2 $ 4,235 .<--------
$ - $ 313,901
*Project scope increased-include ITS conduit&preservation work on parts of 32nd Ave
Original CN Current
Street From To Estimate Estimate
Pines Rd 24th to 16th $ 214,868 $ 104,800
Sprague Ave Park to 1-90 0/P $ 340,000 *
$ 214,868 $ 444,800
*Scope of Sprague project reduced. Limits are currently Park to Theirman.
Original CN Current Bid/
Estimate Estimate
Totals $ 3,016,660 $ 2,172,980
;:.
'TyE CONTRACTOR MAY SUBMIT AN ALTERNATE TRAFFIC CONTROL PLAN
TD THE ENGINEER FOR APPROVAL BY THE CITY OF SPOKANE VALLEY
TRAFFIC ENGINEER.
•v.THE ALTERNATE PLAN SHALL CONFORM TO CURRENT NUTCD
■&REOUIREMENTS AND INCORPORATE.SECTION 1-07 AND 1—t0
•',='RECUIREMENTS.
u's ALL TRAFFIC CONTROL DEVICES MUST CONFORM NITH THE IAJT00_
{q DIAMOND SHAPED SIGNS SHALL BE 3G'X 36'UNLESS.OTHERWISE
j;,NOTED. kETTERING ON OTHER SIGNS SHALL BE AT LEAST 3'.
'ALL CHANNDJZIIVG DEVICES TO BE,SPACED AT 20'ON TAPERS AND 40'
' •`:ON TANGENT UNLESS NOTED OTHERWISE
VMS TO BE PLACED ON 32ND ONE WEEK
LEGEND SHALL READ: 32ND CLOSED PRIOR TO PHASE 2.
(START DATE)
MUTCD SIGN AND LABEL
SIGH LOCATION AND DIRECTION
'CHANTIDJZINO DRUMS
TUBULAR MARKERS
TYPE 1A BARRICADE
ARROW BOARD
VARIABLE MESSAGE SIGN
SIDE STREET CLOSURES
(SEE DETAIL)
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