14-039.08 Max J Kuney: Sullivan West Bridge Ph 2 iii--039.0s
so. iri:vileiNi......,
.0, .0 Valley' CHANGE ORDER NO: 8
DEPARTMENT OF PUBLIC WORKS CONSTRUCTION CONTRACT NO: 14-039
PROJECT: Phase 2-Sullivan Road West Bridge Replacement Project CONTRACT DATE: 8/8/2014
PRIME CONTRACTOR: Max J.Kuney Company CIP NO: 0155
DESCRIPTION OF CHANGES
This Change Order pertains to: Schedule C-Work on State-Owned Lands
The Contractor shall perform Phase 1 of the Centennial Trail realignment work as shown and specified in the attached Drawings
(Attachment A)and Technical Special Provisions(Attachment B). Additional assumptions and clarifications shall be as described in
the Contractor's November 5,2015 serial letter 028(Attachment C.)
Phase 2 of the Centennial Trail realignment work,also shown and specified in the attached Drawings and Technical Special
Provisions,is excluded from this Change Order No.8. It is anticipated that the Phase 2 work,which includes revisions to the
stairway connection between the South Overlook and the Centennial Trail and the 54-inch high Type 6 chain link fence along the
North Retaining Wall,will be authorized at a later date via a subsequent change order.
Item No. Description Unit Quantity Unit Price Total
CO-8.1(C) Clearing And Grubbing AC 0.1 $ 42,770.00 $ 4,277.00
CO-8.2(C) Sawcut ACP or PCC Pavement LF-IN 24 $ 4.00 $ 96.00
CO-8.3(C) Remove Asphalt Conc.Pavement SY 380 $ 15.00 $ 5,700.00
CO-8.4(C) Roadway Excavation Incl. Haul CY 805 $ 55.00 $ 44,275.00
CO-8.5(C) Crushed Surfacing Top Course,4 In.Depth SY 375 $ 13.00 $ 4,875.00
CO-8.6(C) PSIPE Tree-1 Gal. EA 14 $ 32.00 $ 448.00
CO-8.7(C) Temporary Chain Link Fence LF 100 $ 15.00 $ 1,500.00
CO-8.8(C) Crushed Surfacing Top Course,6 In.Depth SY 125 $ 20.00 $ 2,500.00
CO-8.9(C) Embankment Compaction,Method C CY 675 $ 55.00 $ 37,125.00
CO-8.10(C) HMA CL.1/2 IN.PG 70-28,0.17'Depth SY 375 $ 25.00 $ 9,375.00
CO-8.11(C) Rock for Rock Wall Ton 98 $ 116.00 $ 11,368.00
CO-8.12(C) Backfill for Rock Wall Ton 41 $ 148.00 $ 6,068.00
CO-8.13(C) Structure Excavation Class B CY 31 $ 177.00 $ 5,487.00
CO-8.14(C) Shoring or Extra Excavation Class B SF 620 $ 21.00 $ 13,020.00
CO-8.15(C) Shaft-36-Inch Diameter LF 239 $ 278.00 $ 66,442.00
CO-8.16(C) Furnishing Soldier Pile-W12x53(See CO#7) LF 304 $ - $ 0.00
CO-8.17(C) Lagging SF 990 $ 33.00 $ 32,670.00
CO-8.18(C) Gravel Backfill for Soldier Pile Wall CY 37 $ 122.00 $ 4,514.00
CO-8.19(C) Removing Soldier Pile Shaft Obstructions Est 1 $ 1.00 $ 1.00
CO-8.20(C) PVC Storm Sewer Inlet EA 1 $ 1,833.00 $ 1,833.00
CO-8.21(C) Solid Wall PVC Storm Sewer Pipe 6 In.Diam. LF 15 $ 18.00 $ 270.00
CO-8.22(C) Outlet Structure EA 1 $ 2,444.00 $ 2,444.00
CO-8.23(C) Reinforced Cement Conc.Cap LF 60 $ 71.00 $ 4,260.00
CO-8.24(C) PSIPE Tree-3 Gal. EA 15 $ 118.00 $ 1,770.00
CO-8.25(C) Remove and Replace Temporary Centennial Trail Protection LF 190 $ 192.00 $ 36,480.00
CO-8.26(C) Roadway Surveying LS 1 $ 5,011.00 $ 5,011.00
CO-8.27(C) Erosion/Water Pollution Colntrol LS 1 $ 2,200.00 $ 2,200.00
CO-8.28(C) Flaggers and Spotters, Min.Bid$45 per hour HR 80 $ 82.00 $ 6,560.00
CO-8.29(C) Mobilization LS 1 $ 18,100.00 $ 18,100.00
CO-8.30(C) Temporary Pavement(Cold Mix AC) SY 400 $ 41.00 $ 16,400.00
CO-8.31(C) HMA CI 1/2 In PG 58-28 0.17 ft.Depth SY 214 $ 26.00 $ 5,564.00
Subtotal $ 350,633.00
8.7%Sales Tax(applicable only to Bid Schedules C,D,and E) $ 30,505.07
Total Amount of this Chan!e Order Incl.Tax: $ 381,138.07
PHYSICAL COMPLETION
Original Contract Working Days: .,_,.484 _ Revision By This Change Order: 20
Revisions by Prior Change Orders: 10 Total Revised Contract Working Days: 514
COSV Form 9/5/2014
,��.0 I�i 1�t IF� �
ne
. "Mille, CHANGE ORDER NO: 8
DEPARTMENT OF PUBLIC WORKS CONSTRUCTION CONTRACT NO: 14-039
PROJECT: Phase 2-Sullivan Road West Bridge Replacement Project CONTRACT DATE: 8/8/2014
PRIME CONTRACTOR: Max J.Kuney Company CIP NO: 0155
CONTRAC 1 AMOUNT
THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT AMOUNT:
ORIGINAL TOTAL CONTRACT AMOUNT $ 12,307,560.31
TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT(through C0#7) $ 44,865.96
TOTAL CONTRACT AMOUNT PRIOR TO THIS CHANGE ORDER $ 12,352,426.27
NET THIS CHANGE ORDER $ 381,138.07
TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 12,733,564.34
CONTRACTOR ACCEPTANCE: DATE: !I 4 /ZO I S
The contractor hereby accepts this ad' ment nd of S •n .4 of the original contract.
RECOMMENDED BY: % ,r i4J � DATE: )1(6/24)1S
Project .
1 .Ir
APPROVED BY: �%�j,G . DATE: l/ //c"
Public Wor s Director / /
APPROVED BY: i' /-- DATE: lr/ �( �gla-_
City Manager
ATTACHMENTS: L ---
A.1 Drawing Sheet TR-07,Centennial Trail Revisions Plan and Profile, Plot Date November 3,2015
A.2 Drawing Sheet RW-01,South Overlook Wall Plan and Sections,Plot Date November 3,2015
A.3 Drawing Sheet RW-01A,South Overlook Wall Plan and Sections,Plot Date November 3,2015
A.4 Drawing Sheet RW-07, Centennial Trail Wall Sections and Details, Plot Date November 3,2015
A.5 Drawing Sheet RW-08,Centennial Trail North Retaining Wall Plan and Elevation,Plot Date November 3,2015
A.6 Drawing Sheet FS-2,WSDOT Std.Plan,Chain Link Fence With Top Rail
B Technical Special Provisions-Centennial Trail Revisions;7 pages
C Max J.Kuney Company-Serial Letter 028,dated November 5,2015;2 pages
Distribution:
ORIGINAL TO: City of Spokane Valley Clerk's Office
COPIES TO: Contractor,PW Project File,Project Inspector,Finance Department,WSDOT ER Local Programs
COSV Form 9/5/2014