HomeMy WebLinkAbout04/15/2008 10 MLK Jr. Blvd and Lincoln Ave. Grade Separation Project, Phase 1, Project No. 1818 - Final Payment BUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
• AGENDA STATEMENT
Item No. IC
For Meeting Of 4/15/08
ITEM TITLE: Final Contract Payment for MLK Jr. Blvd & Lincoln Ave. Grade Separation
Phase 1 Project #1818
SUBMITTED BY: Bill Cook, Director of Community & Economic Development
CONTACT PERSON/TELEPHONE: Brett Sheffield, Chief Engineer - 576 -6797
SUMMARY EXPLANATION:
This project consisted of the demolition and replacement of 3,000 sq yards of cement concrete
sidewalk 475 lineal feet of curb and gutter; construction of 1950 lineal feet of new 12 -inch D.I.
water main, 600 lineal feet of new 8 inch D.I. water main; valves, hydrant assemblies, and
connections to existing mains; removal of existing vaults, pipe, valves, and fittings; abandonment
of existing piping; 650 linear feet of new 8 inch sanitary sewer line, manholes, 640 linear feet of 8
inch slip - lining of existing sewer line; 1,300 sq yards of Hot mix Asphalt for Pavement Repair;
470 sq yards of asphalt pavement removal, 43,500 sq feet of cement concrete street pavers,
street Tight relocation and installation.
0 Final inspection for this project was made and the recommendation is that the project be
accepted.
This Council action is to accept the project and approve the final construction costs.
Contractor: West Coast Construction Company
Contract Award: 6/22/07
Contract Cost: $1,883,572.48
Final Contract Cost: $1,917,572.96
Amt. This Payment: -0-
The above total contract cost is for construction only and does not include engineering and other
costs.
Resolution _. Ordinance X Other (Specify) Final Contract Payment
Contract Mail to (name and address):
Funding Source Com Reserve for Capital Improvement
APPROVED FOR SUBMITTAL:� City Manager
0 STAFF RECOMMENDATION: Accept the project and approve final estimate.
COUNCIL ACTION:
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Sale. (9ux:
GRADE SEPERATION - MLK Jr. & LINCOLN AVE.
UNDERPASSES
September 18, 2001 adjourned meeting minutes
Yakima City Staff estimates the cost of the Grade separation aka
"Underpasses" for "MLK Jr." St. & Lincoln Avenue at
$14,000,000.
March 19, 2002 adjourned meeting minutes.
Mr. Wolcott from Berger ABAM Engineering reviewed the
problems caused by the BNSR rail traffic. Safety concerns at the
Railroad grade crossings have caused accidents and it was noted a-
fatality occurred at the Mead avenue crossing which involved the
Central Railroad. In addition, the delay caused by the estimated 4-
24 through trains per day was expected to impact Police and Fire
response time.
As it turns out there is a much greater safety factor existing when
you consider that the East bound traffic on Lincoln avenue is
choked down to a sharp right hand 90% turn on to Pierce avenue
heading South about 3 /4 of a block then another sharp left hand 90%
turn to enter eastbound MLK Jr. This traffic transition is a hazard
and doesn't speak well of engineering — photos taken Nov. 1 sY
2008.
Air pollution: The City was /is concerned about the air pollution
created by idling cars stopped for trains. It is my belief there is
more air pollution created by cars stopped for traffic lights on
MLK Jr. and Lincoln avenues. Cross traffic lights are triggered
immediately when one car approaches thus causing MLK Jr. &
Lincoln, traffic to stop unnecessarily. , This occurs early in the
morning between 5 am and 6:30 am.
P.O. Box 1288 • Yakima, Washington 98907 • www.saveouramericanrights.com
September 18, 2001 adjourned meeting minutes.
Traffic: The City has calculated the average vehicle delay at 9
minutes per crossing. By 203he estimated delay at rail crossings
would be 11 minutes per train to clear.
2008 Facts:
3 BNSF through- trains heading south were timed to determine the
traffic delay at the Yakima RJR crossings and the results were train
#1 = 3 minutes 3 seconds to clear; train #2 = 4 minutes 3 seconds
to clear and Train #3 = 4 minutes to clear.
September 18, 2001 adjourned meeting minutes.
City statistics showed through trains totaled 4 to 6 per day with a
potential capacity of 12 to 14 per day. The City argues that
enlarging the Stampede Pass tunnel and other line improvements
could increase trains per day through Yakima to 20 — 26. Mr.
Walcott claims to have documents supporting the increased train
capacity.
2008 Facts:
BNSF has no immediate plans to invest in Washington. There is
no longer a bottleneck in the Stevens Pass Tunnel. There's has
been a phenomenal increase in productivity, including the
expansion to 10,000 foot trains through the Stevens Pass Tunnel
instead of 7,000 foot trains. See 6 -27/ 7 -3 -2008 Puget Sound
Business Journal.
September 18, 2001 adjourned meeting minutes.
Trains — Mr. Wolcott pointed out that the Railroad is a private
company and their business depends on competition as well as the
import/export of goods. It was noted the BNSF — SPS route
through the Columbia River Gorge was at their capacity, leaving
the Stampede pass route as the most likely to be expanded.
2008 Facts:
The Columbia River Gorge route of SPS will receive improved
connections where the North -South Rail line turns east to parallel
the Columbia River to the Vancouver Bypass when the $115
million project is completed. Further, executives for the West's
two largest railroads are pouring money into Southern California
routes, whiles investing very little in the Northwest. Los Angeles
and Long Beach have the best prospects for import growth while
Puget Sound ports stalled at about a quarter of the Southern
California volume. See 6 -27/ 7 -3 -2008 Puget Sound Business
Journal.
March 19, 2002 adjourned meeting minutes.
Mr. Wolcott suggested "MLK Jr." and Lincoln Ave. should be
Phase 1 of the grade seperation "underpasses" project due to the
amount of traffic utilizing those streets. Estimates of probable
construction cost for Phase 1 were $24,963,339. By 2005
estimated costs for the same Phase 1 construction had risen to
$29,950,000 and $34,770,000 by the end of 2006.
Currently, the cost estimate for this project has increased to over
$42,000,000 with no end in sight. This figure does not included
the additional costs to purchace BNSF property west of the main
tracks and south of Lincoln Avenue which we guess will be
upwards of $750,000.
Fact: 8 -19 -2008 "Seattle Daily Journal of Commerce" Mexico
has opened bidding on a new $4 billion Seaport that will rival Los
Angeles and Long Beach which are the largest ports in America.
The Punta Colonet Project is located 150 miles south of the U.S.
border and a planned railroad would bring containers directly to
points across the mid- western U.S. and is anticipated to begin
operation in 2012 with a capacity to handle 2 million 20 foot
containers and could expand to several times more. Yes, these
freighters would be sailing from Asia with goods heading north.
Fact: 9 -2 -2008 "Los Angeles Times" Los Angeles, Long Beach,
Seattle and Tacoma imports are down 13% for first 7 months of
2008. Those that are in the know don't believe a turnaround will
begin before the second quarter of 2009. Now, with financial
institutions and Wall Street in distress, it is anybody's guess as to
what will occur.
Fact: 6 -27 -2008 "Puget Sound Business Journal" the Vancouver
Fraser Port authority will spend $2.5 Billion on a new offshore
terminal doubling their capacity to 5 million 20 foot containers. In
addition, expanding the terminal to handle Y2 million 20 foot
containers. The newly opened Prince Rupert port has a goal of
handling containers from Asia bound for the Mid -West. British
Columbia ports were up 7% the first half of 2008, while Seattle
was down nearly 5 %.
IT APPEARS, BASED ON THE ABOVE - STATED FACTS, THE
ESTIMATED TRAIN TRAFFIC STASTISTICS USED TO
START THIS PROJECT WERE INNACURATE. NOW THAT
CURRENT AND ESTIMIATED FUTURE TRAIN TRAFFIC
SHOWS THAT THE PREVIOUS TRAIN TRAFFIC
PROJECTIONS HAVE NOT BEEN REALIZED, THE WISE
MOVE WOULD BE, AT A MINIMUM, TO REDUCE THIS
"UNDERPASSES" PROJECT TO ONE (1) ONLY
UNDERPASS!!!!
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Sane: Cwt. gighto.
ARE TWO UNDERPASSES REALLY NECESSARY?
It's time to take a fresh look at our railroad underpass needs. The projected costs
to construct this project have gone out of sight. The Yakima City staff's estimated cost
for the underpasses in 2001 was $14 million. Now - - seven years later, professional
advisors estimate the cost would be at least $42 million, and rising. Also, northwest
railroad officials now indicate train volume pressure has been reduced because longer
trains are in service, and the Stevens pass tunnel bottleneck has been solved. In 2001, the
Yakima vehicle traffic "delay" at the railroad crossing was estimated to an average of
nine minutes. Now — on three different occasions — the delay time was down to about
four minutes.
It has become apparent to many of us that one underpass on a two -way Lincoln
Avenue would be sufficient. This would provide fire department access to the west side
needs and solve engineering nightmare on Pierce Avenue, leading over to Martin
Luther King Boulevard going east.
As a result of seaport industry competition and the faltering economy locally and
nationally, we believe that one underpass is all that is required. This would produce a big
savings of taxpayer dollars. As time marches on, we hope the City Council will use
common sense regarding the underpass issue and consider a more prudent use of taxpayer
money.
M. A. "get" T President
P.O. Box 1288 • Yakima, Washington 98907 • w .saveouramericanrights.com
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• City of Yakima MLK JR. BLVD. & LINCOLN AVE. GRADE SEPARATIONS - PHASE 1
129 North 2nd Street
Yakima, WA 98901 HLA Project No. 06106 -C
• TO: West Coast Construction Co., Inc. Progress Estimate No.: 9 and FINAL
P.O. Box 419
Woodinville, WA 98072 Date: March 11, 2008
Item =3 r ' Contract U c Estimate 9 ' Quantity 1 3 R k Contract'
No t :Descnptton Unitx Q uantity Price i , : Quantit to D ,?Amount ; :t , Qu
SCHEDULE A GRADE SEPARATION CITY UTILITIES ` . k a , _ a a s £ ', ,, '
1 Mobilization LS 1 $116,000.00 0% 100% 5116,000.00 100%
2 Project Temporary Traffic Control LS 1 $215,000.00 0% • 100% 5215,000.00 100%
3 SPCC Plan LS 1 . $500.00 0% 0% $0.00 0%
4 Clearing and Grubbing LS 1 $12,000.00 0% 100% $12,000.00 100%
5 Removal of Structures and Obstructions LS 1 512,000.00 0% 100% $12,000.00 100%
6 Cement Concrete Sidewalk Removal SY 3,000 $14.00 0.0 2,346.1 532,845.40 78%
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7 Asphalt Pavement Removal SY 900 $12.00 0.0 1,359.2 $16,310.40 151%
8 L.S 4 $841/4048 9 0% $0,48 044'
9 12 -In. Diam D.I. Pipe for Water Main and LF 490 $82.00 0 866 $71,012.00 177%
Fittings, in Place
10 8 -In. Diam., D.I. Pipe for Water Main and LF 15 5175.00 0 9 $1,575.00 60%
Fittings, in Place
11 6 -In. Diam, D.I. Pipe for Water Main and LF 80 $76.00 0 127 $9,652.00 159%
Fittings, in Place
12 4 -In. Diam., D.I. Pipe for Water Main and LF 65 572.00 0 50 $3,600.00 77%
Fittings, in Place
13 12 -In. Diam., D.I. Pipe for Restrained Joint LF 1,380 $84.00 0 1,349 $113,316.00 98%
Water Main and Fittings, in Place
14 8 -In. Diam D.I. Pipe for Restrained Joint LF 260 $67.00 0 248 $16,616.00 95% •
Water Main and Fittings, in Place
0 15 1 1/2 -In. Diam., Service Connection and EA 1 $6,000.00 0 0 $0.00 0%
Fittings, Place
16 1 -In. Diam., Irrigation Service Connection EA 1 $2,200.00 0 1 $2,200.00 100%
and Fittings; in Place
17 12 -In. Butterfly Valve and Valve Box EA 8 $1,800.00 0 11 $19,800.00 138%
18 8 -In. Gate Valve and Valve Box EA 2 $1,100.00 0 1 $1,100.00 50%
19 6 -In. Gate Valve and Valve Box EA 5 $750.00 0 7 $5,250.00 140%
20 4 -In. Gate Valve and Valve Box EA 3 $605.00 0 3 $1,815.00 100%
21 12 -In. x 12 -In. Tap, Tapping Sleeve and EA 1 54,200.00 0 1 $4,200.00 100%
Valve
22 12 -In. x 8 -In. Tap, Tapping Sleeve and EA 2 $3,000.00 0 1 $3,000.00 50%
Valve
23 12 -In. x 6 -In. Tap, Tapping Sleeve and
Valve EA 2 $2,500.00 0 1 $2,500.00 50%
24 Reconnect Existing 12 -In. Diam. Water EA 1 $3,000.00 0 4 $12,000.00 400%
Main and Fittings
25 Reconnect Existing 8 -In. Diam. Water Main EA 2 $2,300.00 0 2 $4,600.00 100%
and Fittings
26 Reconnect Existing 6 -In. Diam. Water Main EA 2 $2,200.00 0 2 $4,400.00 100%
and Fittings
27 Reconnect Existing 4 -In. Diam. Water Main EA 3 $1,500.00 0 3 $4,500.00 100%
and Fittings
28 2 -In. BlowoffAssembly EA 4 $2,200.00 0 7 $15,400.00 175%
29 Hydrant Assembly EA 3 $4,000.00 0 3 $12,000.00 100%
30 Fire Hydrant Guard Post EA 4 $400.00 0 4 51,600.00 100%
31 Sanitary Sewer Bypass LS 1 $3,000.00 0% 100% 53,000.00 100%
32 Cured in Place Pipe Rehabilitation, 8 -In. LF 120 $42.00 0 118 $4,956.00 98%
Diam.
33 Remove and Dispose of Existing Sewer LF 250 $10.00 0 250 $2,500.00 100%
Main
34 8 -In. Diam, PVC Sanitary Sewer Pipe in LF 650 $123.00 0 .652 $80,196.00 100%
Place
35 6 -In. Diam., PVC Sanitary Sewer Pipe in LF 730 $60.00 0 340 $20,400.00 47%
• Place
36 4 -In. Diam., PVC Sanitary Sewer Pipe in
Place LF 40 $110.00 0 18 $1,980.00 45%
37 Side Sewer Cleanout, 6 -In. Diam. EA 8 $500.00 0 4 52,000.00 50%
38 Reconnect Existing Side Sewer EA 4 $500.00 0 3 $1,500.00 75% •
G:'PROJECTSOCOM0810 WEST COASTPROGRESS ESTIMATES031108 PROGRESS ESTIMATE 9 and FINAL 1
Huibregtse, Louman Associates, Inc. .
•
I • �ltem � r 3 � , _ � ° ' , �Umt � �Quantit Unit Estjmafe 9 Quantity Ilil �Cntract,
Pr : : a 9. a y
``N O ; . »._ .<;, . ... ' ,Desript[on, ,.�. , ' cep r , :Qu to,Date,�� ,�,�Amo�nt. _Qua�Lty, •
39 Manhole 48 -In. Diam. Type 1 ' EA 4 $4,700.00 0 4 $18,800.00 100%
•
40 Abandon Existing Manhole EA 3 $1,000.00 0 4 $4,000.00 133%
• 41 Shoring or Extra Excavation LF. 3,290 $3.00 0 3,659 '$10,977.00 111%
42 Decommission Monitoring Well EA 2 $1,000.00 0 2 $2,000.00 100%
43 Select Backfill, As Directed TN 1,300 $15.00 0.00 1,125.46 $16,881.90 87%
44
HMA for Pavement Repair Cl. 3/8 -In. PG 64- SY 1,300 $16.00 0.00 2,057.05 $32,912.80 158%
45 HMA Sidewalk Replacement SY 3,000 $12.00 0.00 2,007.20 $24,086.40 67%
46 Cement Concrete Traffic Curb and Gutter LF 110 $25.00 0 0 $0.00 0%
47 Cement Concrete Sidewalk, 4 -In. Thick SY 50 $50.00 0 0 $0.00 0%
48 Cement Concrete Sidewalk, 6 -In. Thick SY 50 $60.00 0.00 77.87 $4,672.20 156%
49 Remove Existing Street Light EA - 11 $800.00 0 11 $8,800.00 100%
50 Relocate Street Light EA 3 $3,500.00 0 5 $17,500.00 167%
51 Temporary Timber Street Light EA 4 $3,700.00 0 3 $11,100.00 75%
52 2 -In. Diam. PVC Conduit, in Place LF 1,600 $10.00 0 1,580 $15,800.00 99%
53 Salvage and Relocate Existing Drain Inlet EA 2 $500.00 0 2 $1,000.00 100%
54 Schedule A Storm Sewer Pipe, 8 -In. Diam. LF 20 $100.00 0 96 $9,600 00 480%
55 Pavement Markings LF 1,000 $2.50 0 729 $1,822.50 73%
56 Minor Changes FA Est. $5 000.00 0.00 17,433.77 $17,433.77 349%
. Subtotal Schedule A $1,028,210.37
S CHEDULEB HISTORIC' DSTRI
ICT N EW CITY UTITI
ILES': a a,l :
• 57 12 -In. Diam., D. Pipe for Water Main and LF 420 $79.00 0 428 $33,812.00 102%
Fittings, in Place
58 6 -In. Diam., D.I. Pipe for Water Main and LF 30 $150.00 0 22 $3,300.00 73%
Fittings, in Place
59 6 -In. Diam. Gate Valve and Valve Box LF 2 $700.00 0 2 $1,400.00 100%
60 1-In Diam. lrngation Service Connection EA 1 $2,200.00 0 0
and Fittings, in Place $0.00 0%
61 3/4 -In. Diam. Service Connection and EA 10 $800.00 0 7 $5,600.00 70%
Fittings, In Place
el
62 Reconnect Existing Hydrant EA 2 $1,500.00 0 2 $3,000.00 100%
63 Reconnect 4 -In. Diam. Water Service and 1 $1,500.00 0 1 $1,500.00 100%
Fittings •
•
64 Cured in Place Pipe Rehabilitation, 8 -In. LF 520 $37.00 0 525 $19,425.00 101%
Diam.
65 Shoring or Extra Excavation LF 480 $3.00 0 450 $1,350.00 94%
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66 Minor Changes FA Est. $5,000.00 0.00 5,659.94 $5,659.94 113%
Subtotal Schedule B 575,046.94
SGHEDULE,C HISTORIC DISTRICT y,ROADWAY CONSTRUCTION , a > ' s r ' ° '. , ':
67 Mobilization LS 1 $71,000.00 0% 100% $71,000.00 100%
68 Project Temporary Traffic Control LS 1 $145,000.00 0% 100% $145,000.00 100%
69 Cement Concrete Sidewalk Removal SY 130 $15.00 0 111 $1.665.00 85%
70 Unclassified Excavation Including Haul • CY 1,600 $20.00 0 1.787 $35,740.00 112%
71 Catch Basin Type 1 EA 2 $900.00 0 3 - $2,700.00 150%
72 Schedule A Storm Sewer Pipe. 8 -In. Diam. LF. 36 $100.00 0.0 80.5 $8,050.00 224%
73 Crushed Surfacing Base Course TN 2,200 $35.00 0.00 1,983.04 $69,406.40 90%
74 Construction Geotextile for Underground SY 200 $15.00 0 200 $3,000 00 100% '
Drainage
75 Interlocking Concrete Pavers SF 43,500 $7.50 0.0 42,859.3 $321,444.75 99%
76 Adjust Existing ManholeNalve Box EA 5 $600.00 0 8 $4,800.00 160%
77 Banner Strain Pole Installation LS 1 $7,500.00 0% 100% $7,500.00 100%
78 Cement Concrete Traffic Curb and Gutter LF 370 $25.00 0 • 414 • $10,350.00 112%
79 Cement Concrete Valley Gutter LF 210 $20.00 0 198 $3,960.00 94%
80 Cement Concrete Sidewalk, 4 -In. Thick SY 20 $50.00 0 10 $500.00 50%
81 Cement Concrete Sidewalk, 6 -In. Thick SY 75 $60.00 0 87 $5,220.00 116%
82 Replace or Modify Curb Ramp EA 3 $900.00 0 4 • $3,600.00 133%
0
83 Concrete Paver Edge Beam LF 190 $25.00 0 206 $5,150.00 108%
84 Minor Changes FA Est. $5,000.00 0.00 22,183.96 $22,183.96 444%
Subtotal Schedule C $721,270.11 .
G:WROJECTS1200610810BG WEST COASTIPROGRESS ESPMATESiOSII08 PROGRESS ESTIMATE 9 and FINAL 2
Huibregtse, Louman Associates, Inc.
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I Item „Contras Un t E Qua te9 Q
n 1 ' uanttt yr .fi t t 1 Contract;
• ' i d Yes 3
No 'off 'Description l L Unit Quanta Pnce 5. ,., tity to Date •,,. :Amount ;; • ,Quantity,
CHANGE ORDER N_O 1 SCHEDULE A .G SEPARATION CITY UTILITIES I „ ' q` ' F
C1 1 Reduction of Removal of Structures and 8.33 %� $12,000.00 (1.000.00) 0.00 1,000.00 $1,000.00 100%
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Obstructions Credit
Subtotal Change Order No. 1 - $1,000.00
CHANGEIORDE SCHEDULE C HISTORI 'ROA DWAY CONSTRUCTION _ r a I ,, = 1i. ti �r`
ti. - ..1 ate.. .��. > �Y..�a �+,� . �n :�, . �,� . ... Asa i,v� . , , �m , ... -�e�,
69 Cement Concrete Sidewalk Removal SY 10 $15.00 *See Item 69 $0.00 0%
75 Interlocking Concrete Pavers SF -287 $7.50 "See Item 75 $0.00 0%
78 Cement Concrete Traffic Curb and Gutter SF 52 $25.00 *See Item 78 $0.00 0%
80 Cement Concrete Sidewalk, 4 In. Thick SY 5 $50.00 *See Item 80 $0.00 0%
82 Replace or Modify Curb Ramp EA 1 $900.00 *See Item 82 $0.00 0%
C2 -1 Removal of Conc. Curb and Gutter LF 23 $20.00 0 25 $500.00 109%
C2 -2 3 In. Diameter Communication Conduit LF 90 $14.60 0 . 90 $1,314.00 100%
C2 -3 2 In. Diameter Electrical Conduit LF 273 $7.30 0 273 $1,992.90 100%
C2 -4 Furnish and Install Pea Gravel TN 4 $35.00 0 4 $140.00 100%
Subtotal Change Order No. 2 $3,946.90
CHANG ORDER NO 3 SCHEDULEIA c GRADE SEPARATION C ITY ILITIE a
,_ .<s .,.��, A1.. .��e=�s � �.��. __d ��„ t ,. ,� UT fr.. � ,�s,l��i .6.. _... ` Ifa_V 1 gSu m
8 Loading Dock Removal LS 1 (8.000.00) *See Item 8 $0.00 0%
SUB -TOTAL , WORK TO DATE $1,827,474.32
LESS HOT TAPS PERFORMED BY CITY OF YAKIMA - $286.46
TOTAL, WORK TO DATE $1,827,187.86
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8.2% STATE SALES TAX SCHEDULE A AND B ONLY $90,385.10
TOTAL AMOUNTS INCLUDING SALES TAX $1,917,572.96
PLUS MATERIALS ON HAND $0.00
TOTAL $1,917,572.96
LESS TOTAL RETAINAGE $91,359.39
Ili LESS AMOUNTS PREVIOUSLY PAID . $1,826,213.57
AMOUNT NOW DUE $0.00
Estimate No. 1 $ 77,915 72
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Estimate No. 2 $ 578,989.94
Estimate No. 3 $ • 729,097.88
Estimate No. 4 $ 299,096.72
Estimate No. 5 $ 106,890.03
Estimate No. 6 $ 3,970.40
Estimate No. 7 $ 6,477.14
Estimate No 8 $ 23,775.74
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Estimate No. 9 and FINAL $ 0.00
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I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract.
Gene . Soules, PE
ACCEPTED:
I hereby accept this Final Progress Estimate and Final Contract Voucher Certification, in accordance with Section 1 -09.9 of the WSDOT
Standard Specifications.
€7701 /‘s_— ..,
• We ast Construction Company, Inc. Date:
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0;1PROJECTSV°0806I0.0 WEST COASPPROGRESS ESTRMTES0011SS PROGRESS ESTIAWTE 9 and FINAL 3
Huibregtse, Lounean Associates, Inc. •