14-039.10 Max J Kuney: Sullivan West Bridge Ph 2 sokane
CHANGE ORDER NO: 10
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 A-Sullivan Road West Bridge Reolacement
The street lighting system and pedestrian lighting system circuits are revised as shown on the attached drawings. The revised
design provides two circuits each for the street lighting system and the pedestrian lighting system(four circuits total)instead of one
' circuit for each system(two circuits total). Additionally,a barrier mounted junction box south of the new bridge is deleted and
replaced with a Type 2 ground level junction box positioned slightly farther to the south.
Item No. Descriptionnit Quantity Unit Price Total
CO-10.1(A) Street Lighting and Pedestrian Lighting Circuit Revisions LS 1 $ 27,644.00 $ 27,644.00
Subtotal $ 27,644.00
8.7%Sales Tax(applicable only to Bid Schedules C,D,and E) $ -
Total Amount of this Change Order(incl.Tax): $ 27,644.00
PHYSICAL COMPLETION
Original Contract Working Days: 484 Revision By This Change Order:»»„ 1
Revisions by Prior Change Orders: 30 Total Revised Contract Working Days: _515
CONTRACT 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 CO#9) $ 427,346.03
TOTAL CONTRACT AMOUNT PRIOR TO THIS CHANGE ORDER $ 12,734,906.34
NET THIS CHANGE ORDER $ 27,644.00
TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 12,762,550.34
CONTRACTOR ACCEPTANCE: DATE: 4118 1 IF
The contractor hereby accepts this adjustment under h er s of Sectio 1 4.4 of the original contract.
RECOMMENDED BY: DATE: (1(1 (c.2-01 )
Proje n er I
APPROVED BY: �� DATE: 9/20/Ao
Public Works Director /(
APPROVED BY: DATE:
City Manager
ATTACHMENTS: None
A.1 Drawing Sheet RL-01, Illumination Plan,Sullivan Road(1 of 2),Stamped 1/27/2016
A.2 Drawing Sheet RL-02, Illumination Plan 2,Sullivan Road(2 of 2),Stamped 12/3/2015
A.3 Drawing Sheet RL-03, Illumination Details,Sullivan Road,Stamped 12/3/2015
A.4 Drawing Sheet RL-04, Pedestrian Lighting Details,Sullivan Road,Stamped 12/3/2015
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
•
RC®P Public Works Department
CITY ` U Capital Imprsoiane
Valley11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206
509.921.1000♦ Fax: 509.688-0261 • cityhall®spokanevalley.org
Change Order Memorandum
Date:
April 19,2016
To: Eric Guth Through: Steve Worley
From: Jim Dingfiel• Ito
Re: Change Order No. 10— •hase 2-Sullivan Road West Bridge Replacement Project,0155
Budget Account No. 303.303.155.595.50.63.00 Max J. Kuney Company Contract 14-039
The purpose of this memorandum is to request approval of Change Order No. 10, which revises the street
lighting and pedestrian lighting circuits. The original lighting design has street lighting and pedestrian
walkway lighting in separate circuits (two circuits total). The revised design provides two circuits each for
the street lighting system and the pedestrian lighting system (four circuits total). The additional circuits
allow for every other luminaire fixture in each lighting system on an alternate circuit so a reduced level of
illumination can be maintained uniformly along the Sullivan Road roadway and walkway even if one circuit
on each system is out of service. I understand this is similar to what was done on the Appleway Trail
project.
Additionally, a barrier mounted junction box south of the new bridge is deleted and replaced with a Type 2
ground level junction box positioned slightly farther to the south. The revised junction box position and
type allows for wiring to make a 90 degree horizontal direction change in the junction box rather than in a
conduit sweep fitting.
These design revisions were requested by Sean Messner and are shown on the drawings attached to the
change order.
Change Order No. 10 is aligned with Schedule A of the Contract and increases the Contract amount by
$27,644.00, which is the price quote submitted by MJK. CH2M has independently estimated the cost of
these revisions to be $28,450. The change order increases the Contract time by one working day. The
illumination work is shown to be on the latest project critical path schedule.
Attached is a copy of the Change Order Log for the project that shows the total value of change orders
approved by the Public Works Director to date, including Change Order No. 10, is negative $2,275. The
value of change orders executed to date, including Change Order No. 10, represents approximately 3.7
percent of the original Contract amount.
Following are summaries of the construction Contract amount and overall project budget:
Original Contract amount (incl. 8.7% tax applicable to Schedules C, D, and E) $12,307,560.31
Previous Change Orders $ 427,346.03
Change Order No. 10 $ 27,644.00
Revised Contract Amount including Change Order No. 10 $12,762,550.34
Page 1 of 2
recl
Budget
Revenues: Expenditures:
Federal BR Grant $ 8,000,000 PE $ 1,824,835
State FMSIB Grant(10% Proj.) $ 1,582,718 RW $ 81,503
State TIB $ 3,500,000 Phase 1 CN $ 181,145
Utilities $ 367,782 Phase 2 CN (Est.) $13,739,701*
City Funds $ 2,320,000 Total Est. Expenditures $15,827,184*
Total Funds Available $15,770,500**
*Phase 2 CN and Total Estimated Expenditures amounts shown do not reflect anticipated Phase 2 construction
contract pay item adjustments(bid amount versus actual payment amount). As of the February 29,2016 progress
payment(Pay Application#18),the amount earned on pay items that are entirely complete is approximately
$115,000 less than the Contract value of the completed pay items as a result of quantity adjustments.
**The Total Funds Available amount shown does not include the anticipated revenue from CH2M as settlement for
the Centennial Trail clearance design error. The settlement amount has not been finalized but is expected to be no
less than$126,216.
Adjusted Budget Summary
Total Funds Available $15,770,500 Total Est. Expenditures $15,827,184
CH2M Settlement (est.) $ 126,216 Pay Item Adjustments (est.) ($ 115,000)
Adjusted Total Funds Available $15,896,716 Adjusted Total Est. Exp. $15,712,184
Page 2 of 2
Phase 2-Sullivan Road West Bridge Replacement
Federal Aid No.: BRM 4103(007)
Contract No.: 14-039
City Project No.: 0155
CHANGE ORDER LOG
Cumulative Approved
CO# Item Description Unit Quantity Unit Price Subtotal Total Total by i
1 CO-1.1(B) Shop Coat Temp.Sidewalk Brackets in Lieu of Galv. LS 1 $ (4,000.00) $ (4,000.00)
Change Order No.1 Total $ (4,000.00) $ (4,000.00) PWD
2 CO-2.1(A) Centennial Trail Traffic Control LS 1 $10,839.00 $ 10,839.00
Change Order No.2 Total $ 10,839.00 $ 6,839.00 PWD
3 CO-3.1(E) Mobilization LS 1 $ 2,622.00 $ 2,622.00
CO-3.2(E) Project Temporary Traffic Control LS 1 $ 3,209.00 $ 3,209.00
CO-3.3(E) Sawcut ACP or PCC Pavement LF-IN 1155 $ 1.15 $ 1,328.25
CO-3.4(E) Remove Asphalt Concrete Pavement SY 125 $ 17.25 $ 2,156.25
CO-3.5(E) Crushed Surfacing Top Course,4 In.Depth SY 125 $ 8.63 $ 1,078.75
CO-3.6(E) Crushed Surfacing Base Course,6 In.Depth SY 125 $ 11.50 $ 1,437.50
CO-3.7(E) HMA Cl.1/2 In.PG 70-28,0.58 Ft.Depth SY 125 $ 48.30 $ 6,037.50
CO-3.8(E) Joint Adhesive LF 165 $ 1.15 $ 189.75
CO-3.9(E) Connection to Existing Sewer Manhole EA 1 $ 6,900.00 $ 6,900.00
CO-3.10(E) Sewer Trench Safety System LF 70 $ 11.00 $ 770.00
CO-3.11(E) Sewer Connection Works and Materials Warranty LS 1 $ 575.00 $ 575.00
CO-3.12(E) 18-Inch Gravity Sewer Pipe LF 70 $ 299.00 $ 20,930.00
Change Order No.2 Subtotal $ 47,234.00
8.7%Sales Tax $ 4,109.36
Change Order No.3 Total $ 51,343.36 $ 58,182.36 CM
4 CO-4.1(A) Temporary Raised Pavement Markers EA 200 $ 3.00 $ 600.00
CO-4.2(A) Phase 3 Traffic Control Plan-Additional Signs LS 1 $ 580.00 $ 580.00
Change Order No.4 Total $ 1,180.00 $ 59,362.36 PWD
5 CO-5.1(A) DBE Subcontractor Substitution LS 1 $ - $ -
Change Order No.5 Total $ - $ 59,362.36 PWD
6 CO-6.1(A) Pay Item No.A-15"Relocate Sullivan Park Sign"Credit EA (1) $ 2,000.00 $ (2,000.00)
CO-6.2(A) Pay Item No.A-48"Furnishing Permanent Casing for 5-Foot Diam.Shaft"Credit LF (40) $ 55.00 $ (2,200.00)
CO-6.3(A) Pay Item No.A-49"Placing Permanent Casing for 5-Foot Diam.Shaft"Credit EA (8) $ 110.00 $ (880.00)
CO-6.4(A) Pay Item No.A-62"Underwater Noise Attenuation System"Credit LS (1) $40,000.00 $(40,000.00)
CO-6.5(A) Fixed Overhead Costs LS 1 $ 5,800.00 $ 5,800.00
Change Order No.6 Total $(39,280.00) $ 20,082.36 PWD
7 CO-7.1(C) Furnishing Soldier Pile-W12 x 53. LF 304 $ 75.00 $22,800.00
8.7%Sales Tax $ 1,983.60
Change Order No.7 Total $ 24,783.60 $ 44,865.96 Council
8 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 $ - $ -
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 FIR 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
Change Order No.8 Subtotal $350,633.00
8.7%Sales Tax $ 30,505.07
Change Order No.8 Total $381,138.07 $ 426,004.03 Council
9 CO-9.1(A) Removal and Disposal of Asbestos Material LS 1 $ 1,342.00 $ 1,342.00
Change Order No.9 Total $ 1,342.00 $ 427,346.03 PWD
10 CO-10.1(A) Street Lighting and Pedestrian Lighting Circuit Revisions LS 1 $27,644.00 $27,644.00
Change Order No.10 Total $ 27,644.00 $ 454,990.03 PWD
CHANGE ORDER APPROVALS:
City Council $ 405,921.67
City Manager $ 51,343.36
Public Works Director $ (2,275.00)
CHANGE ORDER TOTAL $ 454,990.03